MAZDA SPECIAL INSPECTIONS -LFPage 1 of 1
�
I(Iwan&Associates, I nc.
Geotechnical Engineering . Environmental Engineering
Construction Testing and Inspection
Field
Report NO.: 09618279DFR1 1 12018DK
DATE: 11/1/2018 Set Count: CONTRACTOR: Wilcox
PROJECT #: 09618279 PERMIT #: BLD2017-1119
PROJECT: Doug's Lynnwood Mazda INSPECTOR: Don Keller
LOCATION: 22214 HWY 99 JURISDICTION: Edmonds
KA P.M.: WEATHER: TEMP:
Inspected the placement of ASTM A615 GR60 reinforcing steel and embeds for c.i.p. walls prior to form closure @A-
D&5-5.5 Lower Level. A/S3.1, A/S4.1, GSN, S1.1. 5/3/18.
Note: Work in progress to place embed plates (2) #5 U bars, (2) #5 bent bars, and cmu wall dowels @ t.o.w Main Level
elevation as per A/S4.1. Reinspection required prior to concrete placement.
Reviewed By:
ASTM Test #:
Asset Numbers :
To the best of my knowledge, the above WAS performed in accordance with the approved plans, specifications and
regulatory requirements.
Superintendent/Representative:
Technician:
Offices Serving the Western United States
Lynnwood (425) 485-5519 • Poulsbo (360) 598-2126 • Tacoma (253) 939-2500
The information provided on this report is prepared for the exclusive use of the client. This report may not be reproduced in any format without the written permission of the client and K—an & Associates. Tbis report
indicates our inspectors observation and testing results based on site conditions and contractor activities. This information is subject to review prior to final submittal. By signing this report, our inspector does not accept
responsibility for validity of results. The same information has been provided by others on site.
=�KraZall & ASSOCIATES HC
GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING
CONSTRUCTION TESTING & INSPECTION
January 7, 2019
Accounts Payable
ADZAM INC. DBA DOUG'S MAZDA
22130 Hwy 99
Edmonds, WA 98026
RE: COMPRESSIVE STRENGTH TEST RESULTS
Doug's Lynnwood Mazda
22214 Hwy 99
Edmonds, Washington
KA No. 096-18279
Permit: BLD2017-1119
Enclosed are copies of the compressive strength test results for the above referenced project. If you have
any questions, or if we can be of further assistance, please do not hesitate to contact our office.
Respectfully submitted,
KRAZAN &'ASSOCIATES, INC.
U
�d / Corbett W. Mercer
Project Manager/Lab Manager
Pacific Northwest Division
CWM/]kj
CC: CITY OF EDMONDS (E-MAIL)
NED NELSON ARCHITECT (E-MAIL)
B&T ENGINEERING (E-MAIL)
WILCOX CONSTRUCTION (E-MAIL)
4303 198" Street SW, Lynnwood, Washington 98036 • (425) 485-5519 • FAX (425) 485-6837
With Offices Serving the Western United States
09618279 BRK
- Kr an&Associates, Inc.
Geotechnical Engineering • Environmental Engineering
Construction Testing and Inspection
DATE: 12/6/2018
PROJECT #: 09618279
PROJECT: Doug's Lynnwood Mazda
LOCATION: 22214 Hwy 99, Edmonds
KA P.M.: Corbett Mercer
CONCRETE
REPORT NO.: noaitt97a1-_a19n9t4a-ve
CONTRACTOR: Wilcox
PERMIT* BLD2017 1119
INSPECTOR: Yosief Abraha
JURISDICTION: Edmonds
WEATHER: cloudy TEMP
Field Data
Concrete: x Other: E
Supplier: MILES i Plant No.125 Site Mix:
Slump Mix Air Unit
Time Truck # Ticket # % Air Inch Temp (F) Temp (F) Weight
2:00 1 C084 1 216116 1 6 J. 60 ° 1 38 °
Location:
Placement Area
Wall (main level @ grid 5/C-D) and Footing (main level at grid D/5.5-
6)
Remarks: The contractor placed the concrete using a pump truck and
mechanical vibrator was used for consolidation.
Please Refer To Field Repot Number: 09618279DFR1262018YA
Inspector: Yosief Abraha J
38 °
Reported Batch DATA
Cement Type I -II
Design
Actual
Mix No..18400F6
.184001`6
Cam. Lbs.
450
450
F. Ash lbs.
70
69
C. Agg. Lbs
7/8 1650
1644
C. Agg. Lbs
3/8 200
196
C. Agg. Lbs
Sand Ibs
1490
1481
Water
31 gl
2991
Admixture
MB POLY 31.
29oz
Air Ent.
( Oz 1 cwt.
Water Added On Job Site
(Gals.) 10
Field Test
ASTM Method
C172
C143
C138
C1064
C231
C31
Other
Laboratory Data Design Strength:1 3000psi @ 28 days Date Specimens Rec'd: 12/7/2018
Cyl.
Code
Test
Date
Field
Cure
Age
Dia.
Area
wt.
#
Max
Load
Comp.
Strength
Set
#
Tested
By
Brk
Typ
Test Method
ASTM C39
65201-1
12/13/18
7
4.00
12.57
--
50540
4020
1
BAW
2
ASTM C109
65201-2
1/3/19
28
4.00
12.57
--
71000
5650
1
BAW
1
ASTM C617
65201-3
1/3/19
28
4.00
12.57
--
70010
5570
1
BAW
1
ASTM C1231
65201-4
1/3/19
28
4.00
12.57
--
70640
5620
1
BAW
1
ASTM C1019
65201-5
1/3/19
28
4.00
12.57
--
70520
5610
1
1 BAW
1 1 1
OTHER
Concrete Report
Test Results
Remarks:
Results Reviewed By: Date: --7--( Conforming
F(
Codes for Break Types: ` rk oJ•�
JJ
1 2 3 4 5 6
Offices Serving The Western United States
Effective 02122/2018
Lynnwood (425) 485-5519 • Poulsbo (360) 598-2126 • Tacoma (253) 939-2500
The Information provided on this report is prepared far the exduaim use of Me client, and may not be reproduced in any formatwithoutthe wriden permission of the client and Kwan&Associates . This report indicates eurinspector's observation and testing results based on site conditicos
and contractor adivi5es. This information is subtect to revkw prior to Final submittal. By signing this report, our inspector does not accept responsibility for validity or results. The same Informaton has been prwidetl by others on site.
lgt A
KrazamAssociates, Inc
Geotechnical Engineering re Environmental Engineering
Construction Testing and Inspection
DATE: 12/10/2018
PROJECT #: 09618279
PROJECT: Doug's Lynnwood Mazda
LOCATION: 2214 Hwy 99
KA P.M.: Corbett Mercer
Field Data
Concrete: X Other:
CONCRETE
REPORT NO.: 09618279CR121018-SS -1
CONTRACTOR: Wilcox Construction
PERMIT* BLD2017 1119
INSPECTOR: Susheel Sharma
JURISDICTION: City of Edmonds
WEATHER: Partly Cloudy
Supplier: MILES Plant No. I X Site Mix:
Slump Mix Air Unit
Time Truck # Ticket # % Air Inch Temp (F) Temp (F) Weight
8:30 C 114 1 216179 1 4.8 6 53 ° 44 °
Location:
Placement Area
Concrete was poured on the footing of building.
Grid 5 to G through 'B to A
Remarks: The contractor placed the concrete by pump and was mechanically
consolidated and screed. Total 8 yd3 was casted which is a coloured
one. One set of (5: 1- 7 days , 3-28 days and 1 Hold ) 4X8 cylinder
were made.
Please Refer To Field Repot Number: 09618279DFR12102018SS
Inspector:1 Susheel Sharma
TEMP: 44 °
Reported Batch DATA
Cement Type Ill I
Design Actual
Mix No. 0255AC 0255AC
Cem. Lbs. 517 515
F. Ash lbs.
C. Agg. Lbs #57 1650 1657
C. Agg. Lbs #8 300 295
C. Agg. Lbs
Sand Ibs 1340 1335
Water 267 237
Admixture 16 16
Admixture
Admixture
Air Ent. 1.8 1.75
(oz ! cwt. )
[ I
Water Added On Job Site
(Gals.)
Field Test
ASTM Method
C172
C143 C138
C1064 C231
C31 Other
Laboratory Data Design Strength: L 3000 ,,q_� 28 days Date Specimens Rec'd: 12/11/2018
Cyl.
Code
Test
Date
Field
Cure
Age
Dia.
Area
Wt.
#
Max
Load
Comp.
Strength
Set
#
Tested
By
Brk
Typ
Test Method
ASTM C39 V
65223-1
12/17/18
7
4.00
12.57
--
54220
4310
1
BAW
1
ASTM C109
65223-2
1/7/19
28
4.00
12.57
--
73810
5870
1
BAW
1
ASTM C617
65223-3
1/7/19
128
4.00
12.57
--
74160
5900
1
BAW
1
ASTM C1231
yr
65223-4
1/7/19
28
4.00
12.57
--
73530
5850
1
BAW
1
ASTM C1019
65223-5
1/7/19
28
4.00
12.57
--
73030
5810
1
BAW
1
OTHER
Test Results
Remarks:
Conforming
Results Reviewed By:
Date:
Codes for Break Types:
f
1
2
3
4
5 6
Offices Serving The Western United States
Concrete Report Effective 0212212018
Lynnwood (425) 485-5519 • Poulsbo (360) 598-2126 • Tacoma (253) 939-2500
Theinfonnaden provided an this mood is prepared for the eslusive uas of the client.and may not be reproduced in any Vnat witheut the wdden permission a the oient and Kre &Associates. This report indicates our inspector'sal,sa-tion and testing resuts based on ste cundiliom
and oontpactar activities. This information is subject to review prior to Mal submltal. By signing this report, our inspector does not accept responsibility far validity of rasafts. The same infanatlnn has been provided by ethers on sRe.
W m v ..
- 1 & ASSOCIATES, IN
GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING
CONSTRUCTION TESTING & INSPECTION
January 10, 2019
Accounts Payable
ADZAM INC. DBA DOUG'S MAZDA
22130 Hwy 99
Edmonds, WA 98026
RE: COMPRESSIVE STRENGTH TEST RESULTS
Doug's Lynnwood Mazda
22214 Hwy 99
Edmonds, Washington
KA No. 096-18279
Permit: BLD2017-1119
Enclosed are copies of the compressive strength test results for the above referenced project. If you have
any questions, or if we can be of further assistance, please do not hesitate to contact our office.
Respectfully submitted,
KRAZAN & ASSOCIATES, INC.
R � j)L �
Corbett W. Mercer
Project Manager/Lab Manager
Pacific Northwest Division
CWM/lkj
CC: CITY OF EDMONDS (E-MAIL)
NED NELSON ARCHITECT (E-MAIL)
B&T ENGINEERING (E-MAIL)
WILCOX CONSTRUCTION (E-MAIL)
4303 198" Street SW, Lynnwood, Washington 98036 • (425) 485-5519 • FAX (425) 485-6837
Willi Offices Serving the Western United States
09618279 BRK
sm
V%XaZan & A s s o c i a t e s, I nc.
Geotechnical Engineering as Environmental Engineering
Construction Testing and Inspection
DATE: 12/12/2018
PROJECT #: 69618279
PROJECT: Doug's Lynnwood Mazda
LOCATION: 2214 Hwy 99
KA P.M.: Corbett Mercer
Field Data
Concrete: X I Other:
CONCRETE
REPORT NO.: 09618279CR121218-SS -1
CONTRACTOR: Wilcox Construction
PERMIT #: BLD2017 1119
INSPECTOR: Susheel Sharma
JURISDICTION: City of Edmonds
WEATHER: Cloudy
Supplier: MILES Plant No. I X Site Mix:
Slump Mix Air Unit
Time Truck # Ticket # % Air Inch Temp (F) Temp (F) Weight
1:501 C183 1 216286 1 5.2 1 7 3/4 1 56 ° 1 46 °
Location:
Placement Area
Concrete was poured on wall of the building
(1) Grid 5 to 7 through Grid 'B
(2) Grid A to Grid C through Grid 7
(3) Grid 6 through Grid C to D
(4) Grid D through Grid 5 to Grid 6
Remarks: The contractor placed the concrete by pump and was mechanically
consolidated and screed. Total 15 yd' was casted which is a
coloured one. One set of (5: 1- 7 days , 3-28 days and 1 Hold ) 4X8
cylinder were made.
Please Refer To Field Repot Number: 09618279DFR12122018SS
Inspector : I Susheel Sharma
TEMP: 46 °
Reported Batch DATA
Cement Type I/II
Design Actual
Mix No. 0255AC 0255AC
Cam. Lbs. 517 512
F. Ash lbs.
C. Agg. Lbs #57 1650 1644
C. Agg. Lbs #8 300 296
C. Agg. Lbs
Sand Ibs 1340 1333
Water 267 247
Admixture 16 16
Admixture
Admixture
Air Ent. 1.8 1.7
( oz / cwt. )
Water Added On Job Site
(Gals.) 10
Field Test
ASTM Method
C172
C143
I
C138
C1064
C231
C31
Other
Laboratory Data Design Strength: 3000 @ 28 days Date Specimens Rec'd: 12/1312018
Cyl.
Code
Test
Date
Field
Cure
Age
Dia.
Area
wt.
#
Max
Load
Comp.
Strength
Set
#
Tested
By
Birk
Typ
Test Method
ASTM C39
65255-1
12/19/18
7
1 4.00
12.57
--
53240
4240
1
BAW
1
ASTM C109
ASTM C617
65255-2
1/9/19
28
4.00
12.57
--
68920
5480
1
BAW
1
65255-3
1/9/19
28
4.00
12.57
--
68340
5440
1
BAW
1
ASTM C1231
65255-4
1/9/19
j 28
4.00
12.57
--
67770
5390
1
BAW
1
ASTM C1019
65255-5
1/9/19
28
4.00
12.57
--
68860
5480
1
BAW
1
OTHER
Test Results
Remarks:
Results Reviewed By:
Date:
� �Codes
Conforming
for Break Types:H3
1
tI�)1111
IT 1
P-11
2
3
D
4
n 1
5
D
6
Offices Serving The Western United States
Concrete Report Effective 02/22/2018
Lynnwood (425) 485-5519 as Poulsbo (360) 598-2126 • Tacoma (253) 939-2500
The information provided on this report is prepared for thee.clusim use of the client, and may not be reproduced In any format without the wrtlen permission of the client and Krexan B Associates. This report ihd,catas our inspeclor's obsenalion and testing resuhs teased on site conditions
and contractor achcitles. This information is subject Ie review prior to i nal submittal. By signing this repod, our Inspector does not accept responsibility for talidily of results_ The same Information has been provided by others on site.
GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING
CONSTRUCTION TESTING & INSPECTION
January 14, 2019
Accounts Payable
ADZAM INC. DBA DOUG'S MAZDA
22130 Hwy 99
Edmonds, WA 98026
RE: COMPRESSIVE STRENGTH TEST RESULTS
Doug's Lynnwood Mazda
22214 Hwy 99
Edmonds, Washington
KA No. 096-18279
Permit: BLD2017-1119
Enclosed are copies of the compressive strength test results for the above referenced project. If you have
any questions, or if we can be of further assistance, please do not hesitate to contact our office.
Respectfully submitted,
KRAZAN & ASSOCIATES, INC.
Corbett W. Mercer
Project Manager/Lab Manager
Pacific Northwest Division
CWM/lkj
CC: CITY OF EDMONDS (E-MAIL)
NED NELSON ARCHITECT (E-MAIL)
B&T ENGINEERING (E-MAIL)
WILCOX CONSTRUCTION (E-MAIL)
4303 1981h Street SW, Lynnwood, Washington 98036 • (425) 485-5519 • FAX (425) 485-6837
With Offices Serving the Western United States
09618279 BRK
Q-
KMzMM &Associates, Inc.
Geotechnical Engineering - Environmental Engineering
Construction Testing and Inspection
Date: 12/14/2018
Project #: 09618279
Project: Dou 's Lynnwood Mazda
Location: 22214 Hwy 99
KA P.M.: Corbett Mercer
MASONRY GROUT
REPORT #: 09618279MGR121418-JT -1
Contractor: Wilcox
Permit #: BLD2017-1119
Inspector: Joseph Taylor
Jurisdiction: City of Lynnwood
Weather: Cloudy Temp: 45 °
Field Data( GROUT
)
Supplier lCadman Plant No.
33
Site Mi.
Slump
Grout
Temp.
Air
Temp.
Max/Min
Temp.
Time
Truck#
Ticket #
% Air
(in.)
(F)
(F)
(F)
7:36
440
584612
N/a
9.5
64 °
45 °
Grout Box Used
Number of units used to form specimens
x
Placement Area:
Elev mech room 1-2/D-E
Remarks:
Pumped and vibrated
Asset -Equipment Numbers:
Inspector: Joseph Taylor
Reviewed By
Re orted Batch Data
Mix No. 35MG708
Design Actual
Weights Weights
Cem.lbs.
658
659
F. Ash lbs.
C. agg. lbs. 1
#8 821
821
C.agg.lbs. 2
C.agg.lbs. 3
Sand lbs.
1887
1884
Water lbs.
425
414
Air Ent. (oz)
Other(oz)
Other(oz)
Other(oz)
Other(oz)
Water Added (gal.)
Field Test Methods
ASTM C143 ASTM C138
ASTM C1064 ASTM C173
vr ASTM C31 Other
ASTM C231
Laboratory Data
Design Strength:
2,000 @ 28 days
Date Specimens Rec'd.:
12117/2018
Laboratory
Mid Pt.
Out of Section
Maximum
Comp.
Test Methods
Cyl.
Test
Width
Height
Plumb Area
Load
Strength
Test Set
Tested
Break
ASTM C39
Code
Date Age
(in)
(in)
(%) (sq. in)
(Ibs)
(psi)
Time #
By
Type
ASTM C109
65281-1
12/21/18
7
3.58/3.58
6.32
--
12.82
24050
1880
--
1
BAW
3
ASTM C617
65281-2
1/11/18
28
3.48/3.61
6.12
--
12.56
37360
2970
--
1
BAW
3
ASTM C1019
65281-3
1/11118
28
3.51/3.56
6.04
--
12.50
37470
3000
--
1
BAW
3
Other
65281-4
1 /11 /18
28
3.5713.58
6.07
--
12.78
37180
2910
--
1
BAW
3
F:A
Test Results
----I
Conforming
Remarks
Results Reviewed By Date Reviewed
Codes for Break Types: �f�
1 2 3 4 5 6
Offices Serving The Western United States
Lynnwood (425) 485-5519 - Poulsbo (360) 598-2126 - Tacoma (253) 939-2500
Form 04103 Effective 10/3/2017
1 he h6oronib.o provided on dsis rcpon is prepared Iur the ccelusive use of the client. and may not he repood—d o, any Ibnnat s,ift.l the wriltes permission of the eli-I and K—o ai As —isles. This report indieates our inspector's nb—fion end testing results haled on site conditions and
contractor activities. This inlbrmation is subjcot to rcricsv prior to final suhminal. Hy signing this report. our inspector does not accept resp—sibility fur validil, ol'resolls. I he some infannelioo has heen provided by others oo site.
�M-
GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING
CONSTRUCTION TESTING & INSPECTION
January 15, 2019
Accounts Payable
ADZAM INC. DBA DOUG'S MAZDA
22130 Hwy 99
Edmonds, WA 98026
RE: COMPRESSIVE STRENGTH TEST RESULTS
Doug's Lynnwood Mazda
22214 Hwy 99
Edmonds, Washington
KA No. 096-18279
Permit: BLD2017-1119
Enclosed are copies of the compressive strength test results for the above referenced project. If you have
any questions, or if we can be of further assistance, please do not hesitate to contact our office.
Respectfully submitted,
KRAZAN & ASSOCIATES, INC.
Corbett W. Mercer
Project Manager/Lab Manager
Pacific Northwest Division
CWM/lkj
CC: CITY OF EDMONDS (E-MAIL)
NED NELSON ARCHITECT (E-MAIL)
B&T ENGINEERING (E-MAIL)
WILCOX CONSTRUCTION (E-MAIL)
4303 198" Street SW, Lynnwood, Washington 98036 • (425) 485-5519 • FAX (425) 485-6837
With Offices Serving the Western United States
09618279 BRK
VT i_�rQ.zan&Associates, Inc.
Geotechnical Engineering • Environmental Engineering
Construction Testing and Inspection
DATE: 1 /9/2019
PROJECT #: 09618279
PROJECT: Doug's Lynnwood Mazda
LOCATION: 2214 Hwy 99
KA P.M.: Corbett Mercer
CONCRETE
REPORT NO.: 09618279CR010919-SS -1
CONTRACTOR: Wilcox Construction
PERMIT #: BLD2017-1119
INSPECTOR: Susheel Sharma
JURISDICTION: City of Edmonds
WEATHER: Shower
Field Data
Concrete: X I Other: F
Supplier: MILES Plant No. 1 X Site Mix:
Slump Mix Air Unit
Time Truck # Ticket # % Air Inch Temp (F) Temp (F) Weight
6:20 C 115 1 216998 L5 1 /2 1 61 ° 43 °
Location
Placement Area
Concrete was poured on slab (main level) of the building.
(1) Grid A to F3 through 1 to 7
Remarks: The contractor placed the concrete by pump and was mechanically
consolidated and screed. Total 219 yd' was casted which is a
coloured one. One set of (5: 1- 7 days , 3-28 days and 1 Hold ) 4X8
cylinder were made.
Please Refer To Field Repot Number: 09618279DFRO1092019SS
Inspector : Susheel Sharma
TEMP: 43 °
Reported Batch DATA
Cement Type Ill I
Design Actual
Mix No. 026006C 026006C,
Cem, Lbs. 564 564
F. Ash lbs.
C. Agg. Lbs #571550 1536
C. Agg. Lbs #8 300 296
C. Agg. Lbs
Sand Ibs 1490 1485
Water 250 239
Admixture34 34
Admixture
Admixture
Air Ent.
(oz / cwt. )
Water Added On Job Site
(Gals.)
Field Test
ASTM Method
C172
C143 C138
C1064 C231
C31 Other
Laboratory Data Design Strength: 1 4000 @ 28 days Date Specimens Rec'd: F 1 0/0/2019
Cyl.
Code
Test
Date
Field
Cure
Age
Dia.
Area
Wt.
#
Max
Load
Comp.
Strength
Set
#
Tested
By
Brk
Typ
Test Method
ASTM C39
65466-1
1/14/19
5
4.00
12.57
--
56270
4480
1
1 BAW
1
ASTM C109
65466-2
1/16/19
7
ASTM C617
65466-3
2/6/19
28
ASTM C1231
65466-4
2/6/19
28
ASTM C1019
65466-5
2/6/191
28
OTHER
Remarks:
Results Reviewed By: Date: ..
Codes for Break Types:
1 2 3 4 5 6
Offices Serving The Western United States
Concrete Report
Test Results
Effective 02/22/2018
Lynnwood (425) 485-5519 • Poulsbo (360) 598-2126 • Tacoma (253) 939-2500
The information provided on this report is prepared tar the emlusive use of the client, and may not be reproduced In any format vidhout the vmtien permission of the client and Krenn & Associates. This report Indlcates our inspector's observation and testing results based on ads conditions
and wMreclor activities. This Information is subject to review prior to final submittal. By signing tl!b report, our Inspectm does not accept responsibility for validity of results. The same Informed- has been provided by ptiters on site.
g ■ mzan&Associates, Inc.
Geotechnical Engineering • Environmental Engineering
Construction Testing and Inspection
DATE: 1 /9/2019
PROJECT #: 09618279
PROJECT: Dou 's Lynnwood Mazda
LOCATION: 2214 Hwy 99
KA P.M.: Corbett Mercer
CONCRETE
REPORT NO.: 0961R279CR11111919-RC _9
CONTRACTOR: Wilcox Construction
PERMIT #: BLD2017-1119
INSPECTOR: Susheel Sharma
JURISDICTION: City of Edmonds
WEATHER: Shower
Field Data
Concrete: X Other:
Supplier: MILES Plant No. X Site Mix:
Slump Mix Air Unit
Time Truck# Ticket# %Air Inch Tempfl Temp(F) Weight
8:45 j C186 1^ 217014 L 6 63 ° J 44 °
Location:
Placement Area
Concrete was poured on slab (main level) of the building.
(1) Grid A to F3 through 1 to 7
Remarks: The contractor placed the concrete by pump and was mechanically
consolidated and screed. Total 219 yd' was casted which is a
coloured one. One set of (5: 1- 7 days , 3-28 days and 1 Hold ) 4X8
cylinder were made.
Please Refer To Field Repot Number: 09618279DFRO1092019SS
inspector:] Susheel Sharma
TEMP: 44 °
Reported Batch DATA
Cement Type Ill I
Design Actual
Mix No. 026006C 026006C
Cam. Lbs. 564 564
F. Ash lbs.
C. Agg. Lbs #57 1550 1539
C. Agg. Lbs #8 300 297
C. Agg. Lbs
Sand Ibs 1490 1481
Water 250 236
Admixture 34 34
Admixture
Admixture
Air Ent.
(oz / cot. )
Water Added On Job Site
(Gals.)
Field Test
ASTM Method
C172
C143 7 C138
C1064 C231
c31 7 Other
Laboratory Data Design Strength: 4000 _a 28 days Date Specimens Rec'd: 1/10/2019
Cyl.
Code
Test
Date
Field
Cure
Age
Dia.
Area
Wt.
#
Max
Load
Comp.
Strength
Set
#
Tested
By
Brk
Typ
Test Method
ASTM C39
65466-1
1/14/19
5
4.00
12.57
--
51270
4080
2
BAW
1
ASTM C109
65466-2
1/16/19
7
ASTM C617
65466-3
2/6/19
1
28
ASTM C1231
65466-4L2/6/19d
28
ASTM C1019
65466-5
281
OTHER
Remarks:
Results
Codes for Break Types:
Concrete Report
Date: 11. i r
1 1 2 I 3— 1 4
Offices Serving The Western United States
5 1 6
Test Results
Effective 02/22/2018
Lynnwood (425) 485-5519 • Poulsbo (360) 598-2126 • Tacoma (253) 939-2500
The information provided on this report is prepared for the exclusive use of the chant, and may not he reproduced in any format without the written permission of the diem and Kwan a AsseclaRs. This report indcates our inspector's obsewfon and testing results based on site conditions
and contractor activities. This Inf e n lion Is subject to review prior to final submittal, By signing this report, our inspector does not accept responsibility for validity of results. The same information has been provided by others on site.
Imam
k��KlaZaLl- & ASSOCIATES, INC.
GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING
CONSTRUCTION TESTING & INSPECTION
January 22, 2019
Accounts Payable
ADZAM INC. DBA DOUG'S MAZDA
22130 Hwy 99
Edmonds, WA 98026
RE: COMPRESSIVE STRENGTH TEST RESULTS
Doug's Lynnwood Mazda
22214 Hwy 99
Edmonds, Washington
KA No. 096-18279
Permit: BLD2017-1119
Enclosed are copies of the compressive strength test results for the above referenced project. If you have
any questions, or if we can be of further assistance, please do not hesitate to contact our office.
Respectfully submitted,
KRAZAN & ASSOCIATES, INC.
Corbett W. Mercer
Project Manager/Lab Manager
Pacific Northwest Division
CWM/lkj
CC: CITY OF EDMONDS (E-MAIL)
NED NELSON ARCHITECT (E-MAIL)
B&T ENGINEERING (E-MAIL)
WILCOX CONSTRUCTION (E-MAIL)
4303 198t1i Street SW, Lynnwood, Washington 98036 • (425) 485-5519 • FAX (425) 485-6837
With Offices Serving the Western United States
09618279 BRK
%K aZan&Associates,Inc.
Geotechnical Engineering is Environmental Engineering
Construction Testing and Inspection
DATE: 1 /9/2019
PROJECT #: 09618279
PROJECT: Doug's Lynnwood Mazda
LOCATION: 2214 Kvv 99
KA P.M.: Corbett Mercer
CONCRETE
REPORT NO.: naa�a��ar_Rn�na�o cc
CONTRACTOR: Wilcox Construction
PERMIT #: BLD2017-1119
INSPECTOR: Susheel Sharma
JURISDICTION: _City of Edmonds
WEATHER: Shower
Field Data
Concrete: X Other:
Supplier: MILES Plant No. X Site Mix:
Slump Mix Air Unit
Time Truck# Ticket# %Air Inch Temp(F) Temp(F) Weight
6 2020 C115 1 216998 1 5 1/2 1 61 ° 1 43 °
Placement Area
Location: Concrete was poured on slab (main level) of the building.
(1) Grid A to F3 through 1 to 7
Remarks: The contractor placed the concrete by pump and was mechanically
consolidated and screed. Total 219 yd3 was casted which is a
coloured one. One set of (5: 1- 7 days , 3-28 days and 1 Hold ) 4X8
cylinder were made.
Please Refer To Field Repot Number: 09618279DFRO1092019SS
Inspector: I Susheel Sharma
TEMP: 43 °
Reported Batch DATA
Cement Type Ill I
Design Actual
Mix No. 026006C 026006C
Cem. Lbs. 564 564
F. Ash lbs.
C. Agg. Lbs #57 1550 1536
C. Agg. Lbs #8 300 296
C. Agg. Lbs
Send Ibs 1490 1485
Water 250 239
Admixture 34 34
Air Ent.
(Oz/cm. )
Water Added On Job Site
(Gals.)
Field Test
ASTM Method
C172
C143
7
C138
C1064
C231
C31
Other
Laboratory Data Design Strength:[ 4000 @ 28 days I Date Specimens Rec'd: 1 1/10/2019
Cyl.
Code
I Test
Date
Field
Cure
Age
Dia.
Area
Wt.
#
Max
Load
Comp.
Strength
Set
#
Tested
By
Brk
Typ
Test Method
ASTM C39
ASTM C109
65466-1
1/14/19
5
4.00
12.57
--
56270
4480
1
BAW
1
65466-2
1 /16/19
7
4.00
12.57
--
65560
5220
1
BAW
1
ASTM C617
65466-3
2/6/19
28
ASTM C1231
65466-4
2/6/19
28
ASTM C1019
OTHER
65466-5
2/6/19
28
Remarks:
Results Reviewed By: L Date: 1�2 I — t
Codes for Break Types:
1 2 3 4 5 6
Offices Serving The Western United States
Concrete Report
Test Results
Effective 0212212018
Lynnwood (425) 485-5519 - Poulsbo (360) 598-2126 - Tacoma (253) 939-2500
The Information proMed on this report is prepared W the tusive use of the client, and may not be reproduced in any format without the mitten permission of the dent and <,n & Assoosed-, This report indicates our lnspsdor's observation and testing results based on site canddlons
and wnlmatar actNBies. This information is sudjeot to review prior to final submlted By signing this report, our inspects: does not accept responsibility for validity of resift. The same infomratian has been provided byathers on atte.
=— Krazan&Associates, Inc.
Geotechnical Engineering a Environmental Engineering
Construction Testing and Inspection
DATE: 1 /9/2019
PROJECT M 09618279
PROJECT: Doug's Lynnwood Mazda
LOCATION: 2214 Hwy 99
KA P.M.: Corbett Mercer
CONCRETE
REPORT NO.: 09618279CRO10919SS .2
CONTRACTOR: Wilcox Construction
PERMIT #: BLD2017-1119
INSPECTOR: Susheel Sharma
JURISDICTION: City of Edmonds
WEATHER: Shower
Field Data
Concrete: X Other:
Supplier: L MILES Plant No. X Site Mix:
Slump Mix Air Unit
Time Truck # Ticket # % Air Inch Temp (F) Temp (F) Weight
8:45 1 C186 1 217014 6 1 63 ° 44 °
Location:
Placement Area
Concrete was poured on slab (main level) of the building.
(1) Grid A to F3 through 1 to 7
Remarks: The contractor placed the concrete by pump and was mechanically
consolidated and screed. Total 219 yd3 was casted which is a
coloured one. One set of (5: 1- 7 days , 3-28 days and 1 Hold ) 4X8
cylinder were made.
Please Refer To Field Repot Number: 09618279DFRO1092019SS
Inspector : i Susheel Sharma
TEMP: 44 °
Reported Batch DATA
Cement Type Ill I
Desi n Actual
Mix No. 026006C 026006C
Gem. Lbs. 564 564
F. Ash lbs.
C. Agg. Lbs #57 1550 1539
C. Agg. Lbs #8 300 297
C. Agg. Lbs
Sand Ibs 1490 1481
Water 250 236
Admixture 34 34
Air Ent.
(oz/..)
Water Added On Job Site
(Gals.)
Field Test
ASTM Method
C172
C143
H
C138
C1064
C231
C31
Other
Laboratory Data Design Strength: ) 4000 @ 28 days Date Specimens Rec'd: 1 1/10/2019
Cyl.
Code
Test
Date
Field
Cure
Age
Dia.
Area
Wt.
#
Max
Load
Comp.
Strength
Set
#
Tested
By
Brk
Typ
Test Method
ASTM C39
65466-1
1/14/19
5
4.00
12.57
--
51270
4080
2
1 BAW
2
ASTM C109
65466-2
1/16/19
7
4.00
12.57
--
59270
4720
2
BAW
2
ASTM C617
65466-3
2/6/19
28
ASTM C1231
65466-4
2/6/19
28
ASTM C1019
65466-5
2/6/19
28
OTHER
Remarks:
Results Reviewed By: Date: — Z —
i `tt
Codes for Break Types:Li
ll
ti LLL���JJJ
1 2 3 4 5 6
Offices Serving The Western United States
Concrete Report
Test Results
Effective 02/22/2018
Lynnwood (425) 485-5519 • Poulsbo (360) 598-2126 • Tacoma (253) 939-2500
The information pmvlded en this raper! is prepared forlhe a Imive use of the client, and may not he reproduced in any formatwithoutlhewrdtan permisslon nfine d,rd and Kneen b Associates. This raped indicates our inspectoye obssnalbn andtaatNg results based on ale condaiens
antl conbsctcr solMlies. This infomullcn is subject io review pear to fine: submittal. By signing MIs repot, cur inspector does not accept responsibility for v Ildisy of results. The same informatbn has been Pmded by others on eke.
n
GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING
CONSTRUCTION TESTING & INSPECTION
February 8, 2019
Accounts Payable
ADZAM INC. DBA DOUG'S MAZDA
22130 Hwy 99
Edmonds, WA 98026
RE: COMPRESSIVE STRENGTH TEST RESULTS
Doug's Lynnwood Mazda
22214 Hwy 99
Edmonds, Washington
KA No. 096-18279
Permit: BLD2017-1119
Enclosed are copies of the compressive strength test results for the above referenced project. If you have
any questions, or if we can be of further assistance, please do not hesitate to contact our office.
Respectfully submitted,
KRAZAN & ASSOCIATES, INC.
r
'ter Corbett W. Mercer
Project Manager/Lab Manager
Pacific Northwest Division
CWM/lkj
CC: CITY OF EDMONDS (E-MAIL)
NED NELSON ARCHITECT (E-MAIL)
B&T ENGINEERING (E-MAIL)
WILCOX CONSTRUCTION (E-MAIL)
4303 198" Street SW, Lynnwood, Washington 98036 • (425) 485-5519 • FAX (425) 485-6837
With Offices Serving the Western United States
09618279 BRK
-I(r- QZan&Associates, Inc.
Geotechnical Engineering - Environmental Engineering
Construction Testing and Inspection
DATE: 1 /9/2019
PROJECT* 09618279
PROJECT: Doug's Lynnwood Mazda
LOCATION: 2214 Hwy 99
KA P.M.: Corbett Mercer
Field Data
Concrete: X Other:
CONCRETE
REPORT NO.: 09618279CRO10919-SS -1
CONTRACTOR: Wilcox Construction
PERMIT #: BLD2017-1119
INSPECTOR: Susheel Sharma
JURISDICTION: City of Edmonds
WEATHER: Shower
Supplier: MILES Plant No. I X ISite Mix:
Slump Mix Air Unit
Time Truck # Ticket # % Air Inch Temp (F) Temp (F) Weight
6:20 1 C 115 1 216998 1 5 1 /2 1 61 ° 1 43 °
Location:
Placement Area
Concrete was poured on slab (main level) of the building.
(1) Grid A to F3 through 1 to 7
Remarks: The contractor placed the concrete by pump and was mechanically
consolidated and screed. Total 219 yd' was casted which is a
coloured one. One set of (5: 1- 7 days , 3-28 days and 1 Hold ) 4X8
cylinder were made.
Please Refer To Field Repot Number: 09618279DFRO1092019SS
Inspector:1 Susheel Sharma
TEMP: 43 °
Reported Batch DATA
Cement Type
Design Actual
Mix No. 026006C 026006C
Cam. Lbs. 564 564
F. Ash lbs.
C. Agg. Lbs #57 1550 1536
C. Agg. Lbs #8 300 296
C. Agg. Lbs
Sand Ibs 1490 1485
Water 250 239
Admixture 34 34
Admixture
Admixture
Air Ent.
(OzI cm.)
Water Added On Job Site
(Gals.)
Field Test
ASTM Method
C172
C143 C138
C1064 C231
C31 Other
Laboratory Data Design Strength: 4000 @ 28 days Date Specimens Rec'd: 1 1/10/2019
Cyl.
Code
Test
Date
Field
Cure
Age
Dia.
Area
Wt.
#
Max
Load
Comp.
Strength
Set
#
Tested
By
Brk
Typ
Test Method
ASTM C39
ASTM C109
65466-1
1/14/19
5
4.00
12.57
--
56270
4480
1
BAW
1
65466-2
1/16/19
7
4.00
12.57
--
65560
5220
1
BAW
1
ASTM C617
65466-3
2/6/19
j 28
4.00
12.57
--
74870
1 5960
1
1 BAW
1
ASTM C1231
ASTM C1019
65466-4
2/6/19
28
4.00
12.57
--
77050
6130
1
BAW
1
65466-5
2/6/19
28
4.00
12.57
--
76800
6110
1
BAW
1
OTHER
Test Results
Conforming
Remarks:
Results Reviewed By:
Date:
Z-$-<
Codes for Break Types:
1
E
2
11
!,
3
}�
4
5 E
5
6
Offices Serving The Western United States
Concrete Report Effective 0212212018
Lynnwood (425) 485-5519 - Poulsbo (360) 598-2126 - Tacoma (253) 939-2500
The informationprovided°, this report is prepared for the exclusive use of me ciient, and may not be fepmdueed In any farm[ athout the wdthm permission of the client and Krazan B AmW.atm This report indicates our inspector's observation and testing—fts based on site conditions
and contactor activities. This information Is -bleat h, reviaw prior to final sub,fti. By signing this report, our Inspector does not accept respomibility for validity of results. The same information has been provided by others on site.
�Krazan&Ass ociate s, Inc.
Geotechnical Engineering • Environmental Engineering
Construction Testing and Inspection
DATE: 1 /9/2019
PROJECT #: 09618279
PROJECT: Doug's Lynnwood Mazda
LOCATION: 2214 Hwy 99
KA P.M.: Corbett Mercer
CONCRETE
REPORT NO.: n991R97QrRn1n919.CC -9
CONTRACTOR: Wilcox Construction
PERMIT #: BLD2017-1119
INSPECTOR: Susheel Sharma
JURISDICTION: City of Edmonds
WEATHER: Shower
Field Data
Concrete: X Other:
Supplier: MILES Plant No. X Site Mix:
Slump Mix Air Unit
Time Truck # Ticket # % Air Inch Temp (F) Temp (F) Weight
8:45 C 186 217014 1 6 1 63 ° 1 44 °
Placement Area
Location: Concrete was poured on slab (main level) of the building.
(1) Grid A to F3 through 1 to 7
Remarks: The contractor placed the concrete by pump and was mechanically
consolidated and screed. Total 219 yd3 was casted which is a
coloured one. One set of (5: 1- 7 days , 3-28 days and 1 Hold ) 4X8
cylinder were made.
Please Refer To Field Repot Number: 09618279DFROl092019SS
Inspector: I Susheel Sharma
TEMP: 44 °
Reported Batch DATA
Cement Type
Design Actual
Mix No. 026006C 026006C
Cam. Lbs. 564 564
F. Ash lbs.
C. Agg. Lbs #57 1550 1539
C. Agg. Lbs #8 300 297
C. Agg. Lbs
Sand Ibs 1490 1481
Water 250 236
Admixture 34 34
Admixture
Admixture
Air Ent.
(oz / cwt. )
Water Added On Job Site
(Gals.)
Field Test
ASTM Method
C172
C143 C1311
C1064 C231
C31 H Other
Laboratory Data Design Strength: 1 4000 28 days J Date Specimens Rec'd: 1 1/10/2019
Cyl.
Code
Test
Date
Field
Cure
Age
Dia.
Area
Wt.
#
Max
Load
Camp.
Strength
Set
#
Tested
By
Birk
Typ
Test Method
ASTM C39 +�
65466-1
1/14/19
5
4.00
12.57
--
51270
4080
2
BAW
2
ASTM C109
65466-2
1/16/19
7
4.00
12.57
--
59270
4720
2
BAW
2
ASTM C617
ASTM C1231
•�
65466-3
2/6/19
28
4.00
12.57
--
73190
5820
2
BAW
1
65466-4
2/6/19
28
4.00
12.57
--
72150
1 5740
2
BAW
1
ASTM C1019
OTHER
65466-5
2/6/19
28
4.00
12.57
--
73910
5880
2
BAW
1
Test Results
Remarks:
Results Reviewed By: Date: Conforming
Codes for Break Types: r /
)
1 2 3 4 5 6
Offices Serving The Western United States
Concrete Report Effective 02/22/2018
Lynnwood (425) 485-5519 • Poulsbo (360) 598-2126 • Tacoma (253) 939-2500
The information providedpn this repot is prepared for the saolusive use of the client, and may not be reproduced in any format wlthmd the wrMen pemlissior. of the client and Waoin B Associates. Th:s report Indicates our inspector's observation and testing results based on site cundalons
and —tractor ecf"ne This information is subject to review prior to Final s,bmifel. By signing this report, our Inspector dose not accept responsibility far wliddy of results. The same Infomtetlon hMe Deco pmvlded by others on site.
KlCLLJM &Associates, Inc.
Geotechnical Engineering . Environmental Engineering
Construction Testing and Inspection
Date: 1 /29/2019
Project M 09618279
Project: Doug's Lynnwood Mazda
Location: 22214 Hwy 99 _
KA P.M.: Corbett Mercer
MASONRY GROUT
REPORT M 09618279MGRO12919-JD -1
Contractor: Wilcox / Fairweather Masonry
Permit #: BLD2017-1119
Inspector: Jeff Dewey
Jurisdiction: Citv of Edmonds
Weather: Clear
Field Data ( GROUT
)
Supplier lCadman Plant No.
33
1SIte Mix
Slump
Grout
Temp.
Air
Temp.
Max/Min
Temp.
Time Truck:#7j Ticket #
% Air
(in.)
(F)
(F)
(F)
9.22am 440 598534
N/A
10.75
60 °
37 °
40-120
Grout Box Usecil
Number of units used to form specimens
Yes
1
Placement Area:
Elavation 04, A.0 from 1.0-5.0, 5.0 from 'B.0-A.8, 1.0 from A.0-
D.0, 1.5 from D.0-D.3, D.3 from 1.0-1.5, 7.0 from 'A.0-C.0, C.0
from 6.0-7.0, and E.0 from 3.0-3.8
Remarks:
Sample Location: A.0/5.0
Inspector: Jeff
Reviewed By:
Temp: 37 °
Reported Batch Data
Mix No. 35MG708
Design Actual
Weights Weights
Cem.lbs.
5264
5240
F. Ash lbs.
-
-
C. agg. lbs. 1
6824
6800
C.agg. lbs. 2
-
-
C. agg. lbs. 3
-
-
Sand lbs.
15398
15360
Water lbs.
2102
2075
Air Ent. (oz)
-
-
Other (oz)
-
-
Other (oz)
-
-
Other (oz)
-
-
Other (oz)
I -
-
Water Added (gal.)
15
Field Test Methods
ASTM C143 ASTM C138
ASTM C1064 ASTM C173
ASTM C31 Other
ASTM C231
Design Strength:
2000
@ 28 days
Date Specimens Rec'd.:
1/30/2019
Laboratory Data
Laboratory
Mid Pt.
Out of Section
Maximum
Comp.
Test Methods
Cyl.
Test
Width Height
Plumb Area
Load
Strength
Test Set Tested Break
ASTM C39
Code
Date Age
(in) (in)
(%) (sq. in)
(lbs)
(psi)
Time # By Type
ASTM C109
65680-1
2/6/19 8
3.48/3,49 5.89
-- 12.15
25640
2110
-- 1 BAW 3
ASTM C617
65680-2
2/26/19 28
28
ASTM C1019
65680-3
2/26/19
28
1 28
Other
65680-4
2/26/19
28
28
Test Results
Remarks
Results Reviewed By
Date Reviewed Z - fi 1 Cr
Codes for Break Types: E N Ink 9 1 � n 0 ID
1 2 3 4 5 6
Offices Serving The Western United States
Lynnwood (425) 485-5519 • Poulsbo (360) 598-2126 • Tacoma (253) 939-2500
Form 04103 Effective 10312017
The information provided on'his report is prepared f.,th.exclusive..orto, dicnt—dmsy not be mp,,d... d in eny:ormet without the written permission ofthe clienl andK—&Assodales. This report indicates our inspector's observation endtes'ing results rased on sire mnditionssnd
contmIX.r ecliv:lies. This information is suM1jecl to review prior to final submittal. ey signing this report. our inspamr dots not accept responsibility for velid(ty of results. The sameinformation has been provided by others on sle.
GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING
CONSTRUCTION TESTING & INSPECTION
February 28, 2019
Accounts Payable
ADZAM INC. DBA DOUG'S MAZDA
22130 Hwy 99
Edmonds, WA 98026
RE: COMPRESSIVE STRENGTH TEST RESULTS
Doug's Lynnwood Mazda
22130 Hwy 99
Edmonds, Washington
KA No. 096-18279
Permit: BLD2017-1119
Enclosed are copies of the compressive strength test results for the above referenced project. If you have
any questions, or if we can be of further assistance, please do not hesitate to contact our office.
Respectfully submitted,
KRAZAN & ASSOCIATES, INC.
Corbett W. Mercer
Project Manager/Lab Manager
Pacific Northwest Division
CWM/lkj
CC: CITY OF EDMONDS (E-MAIL)
NED NELSON ARCHITECT (E-MAIL)
B&T ENGINEERING (E-MAIL)
WILCOX CONSTRUCTION (E-MAIL)
4303 19811 Street SW, Lynnwood, Washington 98036 • (425) 485-5519 • FAX (425) 485-6837
With Offices Serving the Western United States
09618279 BRK
---��'aZan &Associates, Inc.
Geotechnical Engineering . Environmental Engineering
Construction Testing and Inspection
Date: 1 /29/2019
Project #: 09618279
Project: Dou 's Lynnwood Mazda
Location: 22214 Hwy 99 `
KA P.M.: Corbett Mercer
MASONRY GROUT
REPORT #: 09618279MGROl2919-JD -1
Contractor: Wilcox / Fairweather Masonry
Permit #: BLD2017-1119
Inspector: Jeff Dewey
Jurisdiction: Citv of Edmonds
Weather: Clear
Field Data( GROUT
)
Supplier Cadman Plant No.
33
Site Mix
Slump
Grout
Temp.
Air
Temp.
Max/Min
Temp.
Time
Truck#
Ticket #
%Air
(in.)
(F)
(F)
(F)
9.22am
440
598534
N/A
10.75
60 °
37 °
40-120
Grout Box Used
Number of units used to form specimens
Yes
1
Remarks:
Area:
Elavation 04', A.0 from 1.0-5.0, 5.0 from 'B.0-A.8, 1.0 from A.0-
D.0, 1.5 from D.0-D.3, D.3 from 1.0-1.5, 7.0 from 'A.0-C.0, C.0
from 6.0-7.0, and E.0 from 3.0-3.8
Sample Location: A.0/5.0
Inspector: Jeff Dewey
Reviewed By:
Temp: 37 °
Reported Batch Data
Mix No. 35MG708
Design Actual
Weights Weights
Cem.lbs.
5264
5240
F. Ash lbs.
-
-
C. agg. lbs. 1
6824
6800
C. agg. lbs. 2
-
-
C. agg. lbs. 3
-
-
Sand lbs.
15398
15360
Water lbs.
2102
2075
Air Ent. (oz)
-
-
Other(oz)
-
-
Other (oz)
-
-
Other (oz)
-
-
Other (oz)
-
-
Water Added (gal.)
115
Field Test Methods
117 ASTM C143 ASTM C138
ASTM C1064 ASTM C173
ASTM C31 Other
ASTM C231
Laboratory Data
Design Strength:
2000 @ 28 day s
Date Specimens Rec'd.:
1/30/2019
Laboratory
Mid Pt.
Out of Section
Maximuml
Comp.
Test Methods
Cyl.
Test
Width
Height
Plumb Area
Load
Strength
Test Set
Tested
Break
ASTM C39
Code
Date
Age
(in)
(in)
(%) (sq. in)
(Ibs)
(psi)
Time #
By
Type
ASTM C109
65680-1
2/6/19
8
3.48/3.49
5.89
--
12.15
25640
2110
--
1
BAW
3
ASTM C617
65680-2
2/26/19
28
3.46/3.48
6.58
--
12.04
38040
3160
--
1
BAW
3
ASTM C1019
65680-3
2/26/19
28
3.45/3.46
6.47
--
11.94
38490
3220
--
1
BAW
3
Other
65680-4
2/26/19
28
3.49/3.53
6.45
--
12.32
38360
3110
--
1
BAW
3
Test Results
Conforming
Remarks
Results Reviewed By l Date Reviewed
Codes for Break Types:
1 2 3 4 5 6
Offices Serving The Western United States
Lynnwood (425) 485-5519 • Poulsbo (360) 598-2126 • Tacoma (253) 939-2500
Fomt 04103
Efkciive 10132017
The information pmvidod on this op- is prepared for the —[.A- use oftk client and may not be roprodoced in by fomsst with-[ th, wrilten permission of the client and Ko—o & A—ialcs. This ratan iodi,[,s our inspector's observation and testing —,11, based on sit, umditions and
wntmclor activities. This information is s.N.t to review prior to final submittal. By signing this roport, -ur inspee!or does not accept responsihility f r vbadily of resells. 1he snmc informatinn has b— provided by-ib,, -sit,.
Krazxi & A s s o c i a t e s, I n c.
Geotechnical Engineering . Environmental Engineering
Construction Testing and Inspection
Date: 211912019
Project #: 09618279
Project: Dou 's Lynnwood Mazda
Location: 22214 Hwy 99
KA P.M.: Corbett Mercer
MASONRY GROUT
REPORT #: 09618279MGRO21919-DK
Contractor; Wilcox / Fairweather Mason
Permit #: BLD2017-1119
Inspector: Don Keller
Jurisdiction: Edmonds
Weather:
Field Data( GROUT
)
Supplier
Icadman Plant No.
33
1 Site Mix
Slump
Grout
Temp.
Air
Temp.
Max/Min
Temp.
Time
Truck#
Ticket #
%, Air
(in.)
(F)
(F)
(F)
8:15
368
602291
8
64 °
40 °
Grout Box Used
Number of units used to form specimens
yes
Placement Area:
cmu walls @A&1 2nd lift (4'-8') Main Level
Remarks:
2,000 psi required. 3,500 psi grout placed
Asset -Equipment Numbers:
Inspector: Don Keller
Reviewed Bv:
Temp:
Reported Batch Data
Mix No.1 35MG708
Design Actual
Weights Weights
Cem. lbs.
6560
F. Ash Ibs.
C. agg. lbs. 1
8480
C.agg.lbs. 2
C.agg.lbs. 3
Sand lbs.
19480
Water lbs.
70% HOT
411.3
Air Ent. (oz)
Other(oz)
Other(oz)
Other(oz)
Other(oz)
Water Added (gal.)
0.0
Field Test Methods
ASTM C143 ASTM C138
ASTM C1064 ASTM C173
ASTM C31 Other
j ASTM C231
Laboratory Data
Design Strength:
2,000
28 days
Date Specimens Redd.:
2/20/2019
Laboratory
Mid Pt.
Out of Section
Maximum Comp.
Test Methods
Cyl.
Test
Width Height
Plumb Area
Load Strength
Test Set Tested Break
ASTM C39
Code
Date Age
(in) (in)
(°/,) (sq. in)
(lbs) (psi)
Time # By Type
ASTM C109
65796-1
2/26/19
7
3.38/3.43
6.55
--
11.59
53410
4610
--
1
BAW
3
ASTM C617
65796-2
3/19/19
28
ASTM C1019
65796-3
3/19/19
28
Other
65796-4
3/19/19
28
Test Results
Remarks
Results Reviewed By
Date Reviewed 3-1 —(
Codes for Break Types: N3�g, @ � nE
1 2 3 4 5 6
Offices Serving The Western United States
Lynnwood (425) 485-5519 • Poulsbo (360) 598-2126 • Tacoma (253) 939-2500
Farm 04103 Effective 1002017
The infm•.atinn provided on Ihis mporl is pmpa-edfor theesclusiv use fthe clicnLand may not be mp,.duocd in any fomstwilhoul thewritten per issiun of the client snd K—n&Associates. This report indicnles ourwsrcelor's nbse Iinn end telling results hosed on sile candilions end
con.me.orsclivities. This information is subjmtIn—i— prior. final submittal. By signing this repnrL our inspector does not sncepl msp-,ibibly for rslidin, ofresulls_ Ths same inl'ormstion has boon provided by other., on site.
GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING
CONSTRUCTION TESTING & INSPECTION
March 4, 2019
Accounts Payable
ADZAM INC. DBA DOUG'S MAZDA
22130 Hwy 99
Edmonds, WA 98026
RE: COMPRESSIVE STRENGTH TEST RESULTS
Doug's Lynnwood Mazda
22130 Hwy 99
Edmonds, Washington
KA No. 096-18279
Permit: BLD2017-1119
Enclosed are copies of the compressive strength test results for the above referenced project. If you have
any questions, or if we can be of further assistance, please do not hesitate to contact our office.
Respectfully submitted,
KRAZAN & ASSOCIATES, INC.
't✓ C--
Corbett W. Mercer
Project Manager/Lab Manager
Pacific Northwest Division
CWM/Ikj
CC: CITY OF EDMONDS (E-MAIL)
NED NELSON ARCHITECT (E-MAIL)
B&T ENGINEERING (E-MAIL)
WILCOX CONSTRUCTION (E-MAIL)
4303 198" Street SW, Lynnwood, Washington 98036 • (425) 485-5519 • FAX (425) 485-6837
With Offices Serving the Western United States
09618279 BRK
Krazan and Associates, Inc. Grout Report Form
4303 198th Street SW
Lynnwood, WA 98036
Project No: 096-18279 Grout Code: 65841
Weather: Overcast Jurisdiction: City of Edmonds
Project: Dou 's Lynnwood Mazda
Location: 22130 Hwy 99
Client: Adzam Inc. dba Douu,'s Mazda
Pour Date: 2/22/19
Report No: 12618
Permit No. BLD2017 1119
Engineer: B&T Engineering
Architect: Ned Nelson Architect
Contractor: Wilcox Construction
Field Data
% Air (ASTM C-231) N/A Temp. (ASTM C-1064) 67
Slump (ASTM C-143) 8" Sampling (ASTM C-172) N/A
Making (ASTM C-31) X Unit Wt. (ASTM C-138) N/A
Other Consolidation Method
Inspector: G. Moe Mechanical: X
Manual:
Field Notes: Main Level CMU Walls
Please refer to Field Report No. 1888
Laboratory Data
ASTM C-617
ASTM C-1019 X
Cyl. Code Test Date Age Side 1
65841-1 3/1/19 7 3.47
65841-2
3/22/19
28
65841-3
3/22119
28
65841-4
3/22/19
28
Reported Batch Data
Batch Time:
Sample Time: 8:15 AM
Truck #: 366
Ticket #: 603841
Design Wts. Actual Wts.
Mix No. 35MG708
Cem. (Ibs) 658
F. Ash (Ibs)
Agg. 1 (Ibs) 830
Sand (Ibs) 1887
Water (Ibs) 425
Air Ent. (oz)
Other (oz)
Water Added on Job (gal)
Supplier: Cadman
Plant Number:
Site Mix:
Initial Curing Temps High -Low:
Ambient Air Temperature: 40
Load Size: 10 yds
Sample @ cy of cy
Field Test Results
Conforming X
Non -Conforming
Design Strength: 2,500 @ 28 days Date Specimens Rec'd: 2/25/19
Laboratory Test Methods
ASTM C-780 ASTM C-39
ASTM C-109 Other
Side 2 Area Height % Plumb Load (Ibs) Strength (PSI) Set # Break Tested By
3.48 12.08 6.11 0.0% 30,710 2,540 1 3 BAW
P.M. Review: , c�,� Date Reviewed: , —J— 1-1
Lab Data Reviewed By: �Xv�/(ti� Date Reviewed: 3 -S— (q
Lab Test Results
Conforming _
Non -Conforming
This information provided on this report is prepared for the exclusive use of the client. This report may not be reproduced in any format without the written permission of the client and Krazan & Assoc.
Grout Report Effective Dale: 4/08/2009
a & ASSOCIATES INC.
GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING
CONSTRUCTION TESTING & INSPECTION
March 7, 2019
Accounts Payable
ADZAM INC. DBA DOUG'S MAZDA
22130 Hwy 99
Edmonds, WA 98026
RE: COMPRESSIVE STRENGTH TEST RESULTS
Doug's Lynnwood Mazda
22130 Hwy 99
Edmonds, Washington
KA No. 096-18279
Permit: BLD2017-1119
Enclosed are copies of the compressive strength test results for the above referenced project. If you have
any questions, or if we can be of further assistance, please do not hesitate to contact our office.
Respectfully submitted,
KRAZAN & ASSOCIATES, INC.
Corbett W. Mercer
Project Manager/Lab Manager
Pacific Northwest Division
CWM/]kj
CC: CITY OF EDMONDS (E-MAIL)
NED NELSON ARCHITECT (E-MAIL)
B&T ENGINEERING (E-MAIL)
WILCOX CONSTRUCTION (E-MAIL)
4303 198" Street SW, Lynnwood, Washington 98036 • (425) 485-5519 • FAX (425) 485-6837
With Offices Serving the Western United States
09618279 BRK
«aZM &Associates, Inc.
Geotechnical Engineering • Environmental Engineering
Construction Testing and Inspection
Date: 2/26/2019
Project #: 09618279
Project: Dou 's L nnwood Mazda
Location: 22214 HwV 99
KA P.M.: Corbett Mercer
MASONRY GROUT
REPORT #: 09618279MGRO22619-DB
Contractor: Wilcox
Permit #: BLD2017-1119
Inspector: Dave Bale
Jurisdiction: Edmonds
Weather: Sunny Temp: 42 °
Field Data( GROUT
)
Supplier lCadman Plant No.
ISite Mix
Slump
Grout
Temp.
Air
Temp.
Max/Min
Temp.
Time
Truck#
Ticket #
%Air
(in.)
(F)
(F)
(F)
11:08 435 605074
Grout Box Used
Number of units used to form specimens
7 65 °
x
42 °
Placement Area:
8" CMU walls on grids A - 1 to 5, 5 - A to B.5, 1 - A to C from 16'
to20'andon grids 1 -DtoE&E- 1 to5from8'to 12'
Remarks:
Asset -Equipment Numbers:
Inspector: Dave Bale Reviewed By: t
Reported Batch Data
Mix No. 34MG708
Design Actual
Weights Weights
Cem.lbs.
658
656
F. Ash lbs.
C. agg. lbs. 1
8333
8320
C. agg. lbs. 2
C.agg. lbs. 3
Sand lbs.
1887
1980
Water lbs.
425
311
Air Ent. (oz)
Other(oz)
Other(oz)
Other(oz)
Other(oz)
Water Added (gal.)
10
Field Test Methods
ASTM C143 ASTM C138
ASTM C1064 ASTM C173
vr ASTM C31 Other
ASTM C231
Laboratory Data Design Strength: 2000 art 28 day s Date Specimens Redd.: 2/27/2019
_ Laboratory
Cyl.
Code
Test
Date
Age
Mid Pt.
Width
(in)
Height
(in)
Out of
Plumb
(%)
Section
Area
(sq. in)
Maximum
Load
(Ibs)
Comp.
Strength
(psi)
Test
Time
Set
#
Tested
By
Break
Type
Test Methods
ASTM C39
ASTM C109
65872-1
3/5/19
7
3.40/3.44
6.06
--
11.70
43060
3680
--
1
BAW
3
ASTM C617
65872-2
3/26/19
28
ASTM C1019
65872-3
3/26/19
28
Other
65872-4
3/26/19
28
Test Results
Remarks
Results Reviewed By Date Reviewed 3
Codes for Break Types: 7� s { I �� t
1 2 3 4 5 6
Offices Serving The Western United States
Lynnwood (425) 485-5519 • Poulsbo (360) 598-2126 • Tacoma (253) 939-2500
Form 04103 Effective 10f3/2017
Theinfomlatioupmvidedon lhisreport isprepardl for the eaclusiveuse of the client. and maynotbcruproducad in any format w41a,allhe written permission nfthc client and K—n&Associsles. This re purl indiwlas onr inapiatnr'.s observationa:rdh,1ing resullabasedon silecundiliensand
contractor activities. 'Phis mCormelion is subject to review prior to final subminal. By signing this r.po, our inspeelar does not accept responsibility for validity of resells. 'fhu umc inlonnelial has been provided by ofers ov site.
=P- .
mm KraZall
& ASSOCIATES, INC.
GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING
CONSTRUCTION TESTING & INSPECTION
March 15, 2019
Accounts Payable
ADZAM INC. DBA DOUG'S MAZDA
22130 Hwy 99
Edmonds, WA 98026
RE: COMPRESSIVE STRENGTH TEST RESULTS
Doug's Lynnwood Mazda
22130 Hwy 99
Edmonds, Washington
KA No. 096-18279
Permit: BLD2017-1119
Enclosed are copies of the compressive strength test results for the above referenced project. If you have
any questions, or if we can be of further assistance, please do not hesitate to contact our office.
Respectfully submitted,
KRAZAN & ASSOCIATES, INC.
�v\
Corbett W. Mercer
Project Manager/Lab Manager
Pacific Northwest Division
CWM/]kj
CC: CITY OF EDMONDS (E-MAIL)
NED NELSON ARCHITECT (E-MAIL)
B&T ENGINEERING (E-MAIL)
WILCOX CONSTRUCTION (E-MAIL)
4303 19811 Street SW, Lynnwood, Washington 98036 • (425) 485-5519 • FAX (425) 485-6837
With Offices Serving the Western United States
09618279 BRK
=M%rotz 1 &Associates, Inc.
Geotechnical Engineering • Environmental Engineering
Construction Testing and Inspection
Date: 3/8/2019
Project M 09618279
Project: Dou 's Mazda of Lynnwood
Location: 22130 Hwy 99
KA P.M.: Corbett Mercer
MASONRY GROUT
REPORT #: 09618279MGRO30819-DK
Contractor: Wilcox/Fairweather Masonry
Permit #: BLD2017-1119
Inspector: Don Keller
Jurisdiction: Edmonds
Weather: overcast Temp: 40 °
Field Data( GROUT )
Supplier Icadman I Plant No,
32
Isite Mix
Slump
Grout
Temp.
Air
Temp.
Max/Min
Temp.
Time
Truck#
Ticket # % Air
(in.)
(F)
(F)
(F)
11:00
435
608656
9
64°
40°
Grout Box Used es
Number of units used to form specimens
Placement Area:
cmu walls @1&E 3rd lift (8'-12') Main Level
Remarks:
ipment Numbers:
Inspector: Don Keller
Reviewed Bv:
Reported Batch Data
Mix Nod 35MG708
Design Actual
Weights Weights
Cem. lbs.
15260
F. Ash lbs.
C. agg. lbs. 1
6640
C. agg. lbs. 2
C. agg. lbs. 3
Sand lbs.
15720
Water lbs.
100%hot
327.1
Air Ent. (oz)
Other(oz)
Other(oz)
Other(oz)
Other(oz)
Water Added (gal.)
110.0
Field Test Methods
ASTM C143 ASTM C138
ASTM C1064 ASTM C173
ASTM C31 Other
ASTM C231
Design Strength: _ 2000 @ 28 days Date Specimens Rec'd.: 3/11/2019
Laboratory Data
Laboratory
Cyl.
Code
Test
Date
Age
Mid Pt.
Width
(in)
Height
(in)
Out of
Plumb
(%)
Section
Area
(sq. in)
Maximum
Load
(lbs)
Comp.
Strength
(psi)
Test
Time
Set
#
Tested
By
Break
Type
Test Methods
ASTM C39
ASTM C109
ASTM C617
66006-1
3/15/19
7
3.54/3.59
6.38
--
12.71
52710
4150
--
1
BAW
3
66006-2
4/5/19
28
ASTM C1019
66006-3
4/5/19
28
Other
66006-4
4/5/19
28
Test Results
Remarks
Results Reviewed By
Codes for Break Types: E Ell
1 2 3
Date Reviewed
n 0 I-
4 5 6
Offices Serving The Western United States
Lynnwood (425) 485-5519 • Poulsbo (360) 598-2126 • Tacoma (253) 939-2500
Farm 04103
Ellcelive 10/3/2017
The information pot idad on this report is prepared for the exclusive nse oClhe Aicnr, and may not be reproduced in ooy formal wilheul tht wrillcn permission of the client and Korean & Associales. This report indicates su inspeclu observation end testing results hssed en silt eendilions end
contmtterattivities. This information is subject to review prior to final aubmitto. By signing this report. our inspeclordecs not seecpt responsibility for vatidily of results. The same inf°mrafion hes been provided by others on site.
TE
GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING
CONSTRUCTION TESTING & INSPECTION
March 20, 2019
Accounts Payable
ADZAM INC. DBA DOUG'S MAZDA
22130 Hwy 99
Edmonds, WA 98026
RE: COMPRESSIVE STRENGTH TEST RESULTS
Doug's Lynnwood Mazda
22130 Hwy 99
Edmonds, Washington
KA No. 096-18279
Permit: BLD2017-1119
Enclosed are copies of the compressive strength test results for the above referenced project. If you have
any questions, or if we can be of further assistance, please do not hesitate to contact our office.
Respectfully submitted,
KRAZAN & ASSOCIATES, INC.
Corbett W. Mercer
Project Manager/Lab Manager
Pacific Northwest Division
CWM/Ikj
CC: CITY OF EDMONDS (E-MAIL)
NED NELSON ARCHITECT (E-MAIL)
B&T ENGINEERING (E-MAIL)
WILCOX CONSTRUCTION (E-MAIL)
4303 19811 Street SW, Lynnwood, Washington 98036 • (425) 485-5519 • FAX (425) 485-6837
With Offices Serving the Western United States
09618279 BRK
KXazan&Associates, Inc
Geotechnical Engineering . Environmental Engineering
Construction Testing and Inspection
Date: 2/19/2019
Project #: 09618279
Project: Dou 's Lynnwood Mazda
Location: 22214 Hwy 99 _
KA P.M.: Corbett Mercer
MASONRY GROUT
REPORT #: 09618279MGRO21919-DK
Contractor: Wilcox/ Fairweather Masonry
Permit #: BLD2017-1119
Inspector: Don Keller
Jurisdiction: Edmonds
Weather:
Field Data GROUT
}
Supplier lCadman Plant No.
33
ISite Mix
Slump
Grout
Temp.
Air
Temp.
Max/Min
Temp.
Time Truck#
Ticket #
% Air
(in.)
(F)
(F)
(F)
8:15 �_ 368
602291
8
64 °
40 °
Grout Box Used
Number of units used to form specimens
yes
Placement Area:
cmu walls @A&1 2nd lift (4'-8') Main Level
2,000 psi required. 3,500 psi grout placed
ipment Numbers:
Inspector: Don Keller
Reviewed By:
Temp:
Reported Batch Data
Mix No. 35MG708
Design Actual
Weights Weights
Cem. lbs.
6560
F. Ash lbs.
C. agg. Ibs.1
8480
C. agg. lbs. 2
C. agg. lbs. 3
Sand lbs.
19480
Water lbs.
70% HOT
411.3
Air Ent. (oz)
Other(oz)
Other (oz)
Other (oz)
Other (oz)
Water Added
(gal.)
0.0
Field Test Methods
ASTM C143 ASTM C138
ASTM C1064 ASTM C173
ASTM C31 Other
ASTM C231
Design Strength: 2,000 du 28 days Date Specimens Rec'd.: 2/20/2019
Laboratory Data
Laboratory
Cyl.
Code
Test
Date
Age
Mid Pt.
Width
(in)
Height
(in)
Out of
Plumb
(%)
Section
Area
(sq. in)
Maximum
Load
(lbs)
Comp.
Strength
(psi)
Test
Time
Set
#
Tested
By
Break
Type
Test Methods
ASTM C39
ASTM C109
ASTM C617
ASTM C1019
Other
65796-1
2/26/19
7
3.38/3.43
6.55
--
11.59
53410
4610
--
1
BAW
3
65796-2
3/19/19
28
3.34/3.47
6.25
--
11.76
72470
6160
--
1
BAW
3
65796-3
3/19/19
28
3.42/3.44
6.13
--
11.76
72210
6140
--
1
BAW
3
65796-4
3/19119
28
3.36/3.42
6.19
--
11.49
72180
6280
--
1
BAW
3
Test Results
Conforming
Remarks
Results Reviewed By Date Reviewed
Codes for Break Types:
1 2 3 4 5 6
Offices Serving The Western United States
Lynnwood (425) 485-5519 • Poulsbo (360) 598-2126 • Tacoma (253) 939-2500
F.— 04103 Effective 10/3/2017
The infomratian provided on this report is preparedfor the exclusive use fthe client, and may nol be rep.duced in any f—M without the wrinen permission ofthe client and Kmran&AsseaNtes. This report indicates ourinspector's observation end testing results based on site conditions and
conuadaractivities. Thismfrmation i4 suliJecl to msitw prior to final auhuillal. Bysisamgthis.pod,ourbrspeclordoesnotao=Ttreapnnsibrle'yforvalidityofn; h. The some mfnnAion has been povided byerhm an she.
-K-t & ASSOCIATES INC.
GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING
CONSTRUCTION TESTING & INSPECTION
March 27, 2019
Accounts Payable
ADZAM INC. DBA DOUG'S MAZDA
22130 Hwy 99
Edmonds, WA 98026
RE: COMPRESSIVE STRENGTH TEST RESULTS
Doug's Lynnwood Mazda
22130 Hwy 99
Edmonds, Washington
KA No. 096-18279
Permit: BLD2017-1119
Enclosed are copies of the compressive strength test results for the above referenced project. If you have
any questions, or if we can be of further assistance, please do not hesitate to contact our office.
Respectfully submitted,
KRAZAN & ASSOCIATES, INC.
1121 r
Corbett W. Mercer
Project Manager/Lab Manager
Pacific Northwest Division
CWM/]kj
CC: CITY OF EDMONDS (E-MAIL)
NED NELSON ARCHITECT (E-MAIL)
B&T ENGINEERING (E-MAIL)
WILCOX CONSTRUCTION (E-MAIL)
4303 19811 Street SW, Lynnwood, Washington 98036 • (425) 485-5519 • FAX (425) 485-6837
With Offices Serving the Western United States
09618279 BRK
Krazan and Associates, Inc. Grout Report Form 4303 198th Street SW
Lynnwood, WA 98036
Project No: 096-18279
Weather: Overcast
Grout Code: 65841 Pour Date:
Jurisdiction: Citv of Edmonds
2/22/19
Report No: 12618
Permit No. BLD2017 1119
Project: Doug's Lynnwood Mazda Engineer: B&T En ineerin
Location: 22130 Hwy 99 Architect: Ned Nelson Architect
Client: Adzam Inc. dba Dou 's Mazda Contractor: Wilcox Construction
Field Data
% Air (ASTM C-231) N/A Temp. (ASTM C-1064) 67
Slump (ASTM C-143) 8" Sampling (ASTM C-172) N/A
Making (ASTM C-31) X Unit Wt. (ASTM C-138) N/A
Other Consolidation Method
Inspector: G. Moe Mechanical: X
Manual:
Field Notes: Main Level CMU Walls
Please refer to Field Report No. 1888
Reported Batch Data
Batch Time:
Sample Time: 8:15 AM
Truck #: 366
Ticket #: 603841
Design Wts.
Mix No.
35MG708
Cem. (Ibs)
658
F. Ash (Ibs)
Agg. 1 (Ibs)
830
Sand (Ibs)
1887
Water (Ibs)
425
Air Ent. (oz)
Other (oz)
Water Added on Job (gal)
Supplier:
Cadman
Plant Number:
Site Mix:
Initial Curing Temps High -Low:
Actual Wts.
Ambient Air Temperature: 40
Load Size: 10 yds
Sample @ cy of cy
Field Test Results
Conforming X
Non -Conforming
Laboratory Data
Design Strength: 2,500
@ 28 days
Date Specimens Rec'd:
2/25/19
Laboratory Test
Methods
ASTM C-617
ASTM C-780
ASTM C-39
ASTM C-1019
X
ASTM C-109
Other
Cyl. Code
Test Date
Age
Side 1
Side 2
Area Height
% Plumb
Load (Ibs)
Strength (PSI)
Set # Break
Tested By
65841-1
3/1/19
7
3.47
3.48
12.08 6.11
0.0%
30,710
2,540
1
3
BAW
65841-2
3/22/19
28
3.47
3.52
12.21 12.21
0.0%
71,020
5,810
1
3
BAW
65841-3
3/22/19
28
3.48
3.55
12.35 12.35
0.0%
70,950
5,740
1
3
BAW
65841-4
3/22/19
28
3.42
3.46
11.83 11.83
0.0%
70,940
5,990
1
3
BAW
P.M. Review: wkjj�_ Date Reviewed: 3- Z"Z _ 6
Lab Data Reviewed By: ;Uku." Date Reviewed: 3 • Z? - 15
Lab Test Results
Conforming X
Non -Conforming
This information provided on this report is prepared for the exclusive use of the client. This report may not be reproduced in any format without the written permission of the client and Krazan & Assoc.
Grout Report Effective Date; 4/08/2009
Krazan and Associates, Inc. Grout Report Form 4303 198th Street SW
Lynnwood, WA 98036
Project No: 096-18279 Grout Code: 66061 Pour Date: 3/15/19 Report No: 12631
Weather: Pt. Sunny Jurisdiction: City of Edmonds _ Permit No. BLD2017 1119
Project: Doug's Lynnwood Mazda Engineer: B&T Engineering
Location: 22130 Hwy 99 Architect: Ned Nelson Architect
Client: Adzam Inc. dba Dou 's Mazda Contractor: Alcox Construction
Field Data
% Air (ASTM C-231) N/A Temp. (ASTM C-1064) 71
Slump (ASTM C-143) Flow Sampling (ASTM C-172) N/A
Making (ASTM C-31) X Unit Wt. (ASTM C-138) N/A
Other Consolidation Method
Inspector: T. Tran Mechanical: X
Manual:
Field Notes:
8" CMU from 16' to 20' @ 5/'B-A, A/1-5, 1/A-E, E/1-3.5
Placement by line pump.
Please refer to Field Report No. 2024
Laboratory Data
ASTM C-617
ASTM C-1019 X
Cyl. Code
Test Date
Age Side 1
66061-1
3/22/19
7 3.43
66061-2
4/12/19
28
66061-3
4/12/19
28
66061-4
4/12/19
28
P.M. Review:
Lab Data Reviewed By: �C.X
Design Strength: 2,000 @ 28 days
Laboratory Test Methods
ASTM C-780
ASTM C-109
Side 2 Area Height % Plumb
3.48 11.94 5.85 0.0%
Reported Batch Data
Batch Time:
12:47 PM
Sample Time:
2:00 PM
Truck #:
269
Ticket #:
611198
Design Wts. Actual Wts.
Mix No. 35MG708
Cem. (Ibs) 658
F. Ash (Ibs)
Agg. 1 (Ibs) 830
Sand (Ibs) 1887
Water (Ibs) 425
Air Ent. (oz)
Other (oz)
Water Added on Job (gal)
Supplier: Cadman
Plant Number: 34
Site Mix:
Initial Curing Temps High -Low:
Ambient Air Temperature: 53
Load Size: 6 yds
Sample @ cy of cy
Field Test Results
Conforming X
Non -Conforming
Date Specimens Rec'd: 3/18/19
ASTM C-39
Other
Load (Ibs) Strength (PSI)
37,820 3,170
Set # Break Tested By
1 3 BAW
Date Reviewed: 2 "' Lab Test Results
Conforming
Date Reviewed: • "l ' f�L Non -Conforming
This information provided on this report is prepared for the exclusive use of the client. This report may not be reproduced in any format without the written permission of the client and Krazan & Assoc.
Grout Report Effective Date: 4/08/2009
GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING
CONSTRUCTION TESTING & INSPECTION
March 29, 2019
Accounts Payable
ADZAM INC. DBA DOUG'S MAZDA
22130 Hwy 99
Edmonds, WA 98026
RE: COMPRESSIVE STRENGTH TEST RESULTS
Doug's Lynnwood Mazda
22130 Hwy 99
Edmonds, Washington
KA No. 096-18279
Permit: BLD2017-1119
Enclosed are copies of the compressive strength test results for the above referenced project. If you have
any questions, or if we can be of further assistance, please do not hesitate to contact our office.
Respectfully submitted,
KRAZAN & ASSOCIATES, INC.
Corbett W. Mercer
Project Manager/Lab Manager
Pacific Northwest Division
CWM/]kj
CC: CITY OF EDMONDS (E-MAIL)
NED NELSON ARCHITECT (E-MAIL)
B&T ENGINEERING (E-MAIL)
WILCOX CONSTRUCTION (E-MAIL)
4303 198" Street SW, Lynnwood, Washington 98036 • (425) 485-5519 • FAX (425) 485-6837
With Offices Serving the Western United States
09618279 BRK
`�`�Krazm StAssociates,Inc.
Geotechnical Engineering a Environmental Engineering
Construction Testing and Inspection
Date: 3/21 /2019
Project #: 09618279
Project: Dou 's Lynnwood Mazda
Location: 22214 highway 99
KA P.M.: Corbett Mercer
MASONRY GROUT
REPORT M 18279MGRO32119-TR
Contractor: Wilcox
Permit #: BLD2017-1119
Inspector: Taylor Rooney
Jurisdiction: City of Edmonds
Weather: Sun
Field Data( GROUT
)
Sup lier Icadman Plant No.
34
ISite Mix
Slump
Grout
Temp.
Air
Temp.
Max/Min
Temp.
Time Truck#
Ticket #
% Air
(in.)
(F)
(F)
(F)
12:02 443
11676
10.0
58 °
61 °
Grout Box Used
Number of units used to form specimens
1
p7:�
Placement Area:
Top of wall lift E/1-4, 1/A-E, A/1-5, 5/B'-A
Placed by line pump, mechanically consolidated
Asset -Equipment Numbers:
Inspector: Taylor Roonev
Reviewed Bv:
Temp: 65 °
Reported Batch Data
Mix No. 35MG708 77
Design
Weights
Actual
Weights
Cem. Ibs.
6370
F. Ash lbs.
C. agg. lbs.1
#8 pea
7400
C.agg.lbs. 2
C.agg.lbs. 3
Sand Ibs.
17720
Water lbs.
434
Air Ent. (oz)
Other(oz)
Other(oz)
Other(oz)
Other(oz)
Water Added
Field Test Methods
ASTM C143 ASTM C138
ASTM C1064 ASTM C173
ASTM C31 Other
ASTM C231
Laboratory Data Design Strength: 2000 ra, 28 days Date Specimens Rec'd.: 3/22/2019
Laboratory
Cyl.
Code
Test
Date
Age
Mid Pt.
Width
(in)
Height
(in)
Out of
Plumb
(%)
Section
Area
(sq. in)
Maximum
Load
(Ibs)
Comp.
Strength
(psi)
Test
Time
Set
#
Tested
By
Break
Type
Test Methods
ASTM C39
ASTM C109
66120-1
3/28/19
7
3.40/3.45I
5.85
--
11.73
48710
4150 1
1
BAW
3
ASTM C617
66120-2
4/18/19
28
ASTM C1019
66120-3
4/18/19
28
Other
66120-4
4/18/19
28
[
Test Results
Conforming
Remarks
Results Reviewed By Date Reviewed - 2 Cl — (
Codes for Break Types: I� nE 11
1 2 3 4 5 iii 66
Offices Serving The Western United States
Lynnwood (425) 485-5519 • Poulsbo (360) 598-2126 • Tacoma (253) 939-2500
Font 04103
EtTective 9/26/2017
The inf elion provided on this re port is prepared for the exclusive use of the client. end may not be re produced innny formal without the wntten permission ofthc client end Kr &As ietea This mpon indicates our inspector's observation end testing results based on site conditions and
contrsoterectiAlies. This information is subject to mview pnorlo tine submittal. 0ysigninethisreport,ourinspeetordoesnolecccptresponsibilityforvalidityofresulh. The same information has been provided by others on site.
"aZ
1=4ffi 1<1
an_ & ASSOCIATES, INC.
GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING
CONSTRUCTION TESTING & INSPECTION
April 3, 2019
Accounts Payable
ADZAM INC. DBA DOUG'S MAZDA
22130 Hwy 99
Edmonds, WA 98026
RE: COMPRESSIVE STRENGTH TEST RESULTS
Doug's Lynnwood Mazda
22130 Hwy 99
Edmonds, Washington
KA No. 096-18279
Permit: BLD2017-1119
Enclosed are copies of the compressive strength test results for the above referenced project. If you have
any questions, or if we can be of further assistance, please do not hesitate to contact our office.
Respectfully submitted,
KRAZAN & ASSOCIATES, INC.
C�
1F
Sa AMercer
Project Manager/Lab Manager
Pacific Northwest Division
CW1V1/lkj
CC: CITY OF EDMONDS (E-MAIL)
NED NELSON ARCHITECT (E-MAIL)
B&T ENGINEERING (E-MAIL)
WILCOX CONSTRUCTION (E-MAIL)
4303 198th Street SW, Lynnwood, Washington 98036 • (425) 485-5519 • FAX (425) 485-6837
With Offices Serving the Western United States
09618279 BRK.doc
Krazan and Associates, Inc. Grout Report Form 4303 198th Street SW
Lynnwood, WA 98036
Project No: 096-18279
Weather: Overcast
Report No: 12647
Jurisdiction: City of Edmonds Permit No. BLD2017 1119
Project: Doug's Lynnwood Mazda Engineer: B&T Engineering
Location: 22130 Hwy 99 Architect: Ned Nelson Architect
Client: Adzam Inc. dba Dou 's Mazda Contractor: Wilcox Construction
Field Data
% Air (ASTM C-231) N/A
Slump (ASTM C-143) 8
Making (ASTM C-31) X
Other
Inspector: Gordon Moe
Grout Code: 66164
Field Notes:
8" CMU walls. 2nd Lift Lines 5-6 at'B
Grids A.5 -'B at 6 Line
4th Lift at 5 Line inclusive
Please refer to Field Report No. 1952
Date 3/25/19
Temp. (ASTM C-1064) 67
Sampling (ASTM C-172) N/A
Unit Wt. (ASTM C-138) N/A
Consolidation Method
Mechanical:
Manual:
Reported Batch Data
Batch Time:
Sample Time: 1:55 AM
Truck #: 368
Ticket #: 614363
Design Wts. Actual Wts.
Mix No. 35MG708
Cem. (Ibs) NA
F. Ash (Ibs)
Agg. 1 (Ibs)
Sand (Ibs)
Water (Ibs)
Air Ent. (oz)
Other (oz)
Water Added on Job (gal)
Supplier: Cadman
Plant Number: 34
Site Mix:
Initial Curing Temps High -Low:
Ambient Air Temperature: 57
Load Size: 7.5 yds
Sample @ cy of cy
Field Test Results
Conforming X
Non -Conforming
Laboratory Data Design Strength: 2,000 @ 28 days Date Specimens Rec'd: 3/26/19
Laboratory Test Methods
ASTM C-617 ASTM C-780 ASTM C-39
ASTM C-1019 X ASTM C-109 Other
Cyl. Code Test Date Age Side 1 Side 2 Area Height % Plumb Load (Ibs) Strength (PSI) Set # Break Tested By
66164-1 4/1/19 7 3.44 3.44 11.83 5.71 -- 38,710 3,270 1 3 BAW
66164-2 4/22/19 28
66164-3 4/22/19 28
66164-4 4/22/19 28
P.M. Review: L'� AA— Date Reviewed: N Lab Test Results
f c Conforming
Lab Data Reviewed By: R Date Reviewed: Non -Conforming
This information provided on this report is prepared for the exclusive use of the client. This report may not be reproduced in any format without the written permission of the client and Krazan & Assoc.
Grout Report Effective Date: 4/0812009
ES
GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING
CONSTRUCTION TESTING & INSPECTION
April 5, 2019
Accounts Payable
ADZAM INC. DBA DOUG'S MAZDA
22130 Hwy 99
Edmonds, WA 98026
RE: COMPRESSIVE STRENGTH TEST RESULTS
Doug's Lynnwood Mazda
22130 Hwy 99
Edmonds, Washington
KA No. 096-18279
Permit: BLD2017-1119
Enclosed are copies of the compressive strength test results for the above referenced project. If you have
any questions, or if we can be of further assistance, please do not hesitate to contact our office.
Respectfully submitted,
KRAZAN & ASSOCIATES, INC.
Corbett W. Mercer
Project Manager/Lab Manager
Pacific Northwest Division
C W M/lkj
CC: CITY OF EDMONDS (E-MAIL)
NED NELSON ARCHITECT (E-MAIL)
B&T ENGINEERING (E-MAIL)
WILCOX CONSTRUCTION (E-MAIL)
4303 198' Street SW, Lynnwood, Washington 98036 • (425) 485-5519 • FAX (425) 485-6837
With Offices Serving the Western United States
09618279 BRK
�-�VazM &Associates, Inc.
Geotechnical Engineering . Environmental Engineering
Construction Testing and Inspection
Date: 3/28/2019
Project #: 09618279
Project: Doug's Lynnwood Mazda
Location: 22130 Hwy 99
KA P.M.: Corbett Mercer
MASONRY GROUT
REPORT #: 09618279MGRO32819-DK
Contractor: Wilcox/Fairweather
Permit #: BLD2017-1119
Inspector: Don Keller
Jurisdiction: Edmonds
Weather: sunny Temp: 48 °
Field Data( GROUT
)
Supplier Icadman Plant No.
34
1SIte Mix
Slump
Grout
Temp.
Air
Temp.
Max/Min
Temp.
Time
Truck#
Ticket #
% Air
(in.)
(F)
(F)
(F)
10:20
269
615479
9
65 °
48 °
Grout Box Used
Number of units used to form specimens
yes
Placement Area:
cmu walls @5&C 5th lift (16'-20') Main Level
Remarks:
pment Numbers:
Inspector: Don Keller
Reviewed By: ,'
iio
Reported Batch Data
Mix No. 35MG708
Design Actual
Weights Weights
Cem. lbs. 15890
F. Ash lbs.
C. agg. lbs.1
7380
C.agg.lbs. 2
C.agg.lbs. 3
Sand lbs.
17700
Water lbs.
435.1
Air Ent. (oz)
Other(oz)
Other(oz)
Other(oz)
Other(oz)
Water Added (gal.)
123
Field Test Methods
Vr ASTM C143 ASTM C138
ASTM C1064 ASTM C173
Ir ASTM C31 Other
ASTM C231
Laboratory Data
Cyl. Test
Code Date Age
Design Strength:
Mid Pt.y
Width Height
(in) (in)
2000 @ 28 days
Out of Section Maximum Comp.
Plumb Area Load Strength
(%) (sq. in) (Ibs) (psi)
Date Specimens Redd.:
Test Set Tested Break
Time # By Type
3/29/2019
Laboratory
Test Methods
ASTM C39
ASTM C109
66191-1
4/4/19
7
3.46/3.47
5.69
--
12.01
46260
3850
--
1
BAW
3
ASTM C617
ASTM C1019
Other
66191-2
4/25/19
28
66191-3
4/25/19
28
66191-4
4/25/19
28
Test Results
Remarks
Results Reviewed By Date Reviewed
Codes for Break Types: �" 9
1 2 3 4 5 6
Offices Serving The Western United States
Lynnwood (425) 485-5519 • Poulsbo (360) 598-2126 • Tacoma (253) 939-2500
Form 04103 Effective 10/3/2017
The information provided on lhiampo—pmpared for lhee><clusive useoflhe climt, and may nol be rcpmd,wd in any formal without the written perm)noftheelmm and K—&Asansiales. Thismpart indicates ourinspector'cobwrvalionandteslingresullsbesed on site candi[ioesand
—smactorectiviliea. This information is subject to review prior 0 final submittal. By signing this report. our inspmlor doesnot eccep: responsibility for validity of results. Theaemeinformationhasbeenpm idedbyothemonsite.
..+r 1�2Kr"M
_ & ASSOCIATES INC.
GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING
CONSTRUCTION TESTING & INSPECTION
April 9, 2019
Accounts Payable
ADZAM INC. DBA DOUG'S MAZDA
221.30 Hwy 99
Edmonds, WA 98026
RE: COMPRESSIVE STRENGTH TEST RESULTS
Doug's Lynnwood Mazda
22130 Hwy 99
Edmonds, Washington
KA No. 096-18279
Permit: BLD2017-1119
Enclosed are copies of the compressive strength test results for the above referenced project. If you have
any questions, or if we can be of further assistance, please do not hesitate to contact our office.
Respectfully submitted,
KRAZAN & ASSOCIATES, INC.
li�iAA-e� C,
Corbett W. Mercer
Project Manager/Lab Manager
Pacific Northwest Division
C WM/lkj
CC: CITY OF EDMONDS (E-MAIL)
NED NELSON ARCHITECT (E-MAIL)
B&T ENGINEERING (E-MAIL)
WILCOX CONSTRUCTION (E-MAIL)
4303 198" Street SW, Lynnwood, Washington 98036 • (425) 485-5519 • FAX (425) 485-6837
With Offices Serving the Western United States
09618279 BRK
Krazan and Associates, Inc. Grout Report Form 4303 198th Street SW
Lynnwood, WA 98036
Project No: 096-18279 Grout Code: 66254 Date 411/19 Report No: 12605
Weather: Fair Jurisdiction: Cit of Edmonds Permit No. BLD2017 1119
Project: Dou 's Lynnwood Mazda Engineer: B&T Engineering
Location: 22130 Hwy 99 Architect: Ned Nelson Architect
Client: Adzam Inc. dba Dou 's Mazda Contractor: Wilcox Construction
Field Data
% Air (ASTM C-231) N/A Temp. (ASTM C-1064) 65
Slump (ASTM C-143) 8 Sampling (ASTM C-172) N/A
Making (ASTM C-31) X Unit Wt. (ASTM C-138) N/A
Other Consolidation Method
Inspector: G. Moe Mechanical:
Manual:
Field Notes:
8" CMU walls - 4' lift to top of wall
Grids 'A.- 'B at 6 Line,
Grid B inclusive and at 5 line inclusive
Please refer to Field Report No. 2161
Reported Batch Data
Batch Time:
Sample Time: 1:10 PM
Truck #: 311
Ticket #: 616743
Design Wts. Actual Wts.
Mix No. 35MG708
Cem. (Ibs) 658
F. Ash (Ibs)
Agg. 3/8" (Ibs) 830
Sand (Ibs) 1887
Water (Ibs) 425
Air Ent. (oz)
Other (oz)
Water Added on Job (gal)
Supplier: Cadman
Plant Number: 32
Site Mix:
Initial Curing Temps High -Low:
Ambient Air Temperature: 53
Load Size: yds
Sample @ cy of cy
Field Test Results
Conforming X
Non -Conforming
Laboratory Data Design Strength: 2,000 @ 28 days Date Specimens Rec'd: 4/3/19
Laboratory Test Methods
ASTM C-617 ASTM C-780 ASTM C-39
ASTM C-1019 X ASTM C-109 Other
Cyl. Code Test Date Age Side 1 Side 2 Area Height % Plumb Load (Ibs) Strength (PSI) Set # Break Tested By
66254-1 4/8/19 7 3.46 3.49 12.08 6.31 -- 53,830 4,460 1 3 BAW
66254-2 4/29/19 28
66254-3 4/29/19 28
66254-4 4/29/19 28
P.M. Review: R�4Date Reviewed: q — 10 - lQ Lab Test Results
nQ � w Conforming
Lab Data Reviewed By: 1Date Reviewed: �"(� �1 Non -Conforming
This information provided on this report is prepared for the exclusive use of the client. This report may not be reproduced in any format without the written permission of the client and Krazan & Assoc.
Grout Report Effective Date: 4/08/2009
xazan&Associates, Inc.
Geotechnical Engineering • Environmental Engineering
Construction Testing and Inspection
Date: 3/8/2019
Project M 09618279
Project: Doug's Mazda of Lynnwood
Location: 22130 Hwy 99
KA P.M.: Corbett Mercer
MASONRY GROUT
REPORT #: 09618279MGRO30819-DK
Contractor: Wilcox/Fairweather Mason
Permit #: BLD2017-1119
Inspector: Don Keller
Jurisdiction: Edmonds
Weather: overcast
Field Data( GROUT
)
Supplier ICadman Plant No.
32
ISite Mix
Slump
Grout
Temp.
Air
Temp.
Max/Min
Temp.
Time
Truck#
Ticket #
% Air
(in.)
(F)
(F)
(F)
11:00
435
608656
9
64 °
40 °
Grout Box Used
Number of units used to form specimens
yes
Placement Area:
cmu walls @1&E 3rd lift (8'-12') Main Level
Remarks:
Asset -Equipment Numbers:
Inspector: Don Keller
Reviewed Bv:
Temp: 40
Re orted Batch Data
Mix No. 35MG708
Design Actual
Weights Weights
Cem. lbs.
5260
F. Ash lbs.
C. agg. lbs. 1
6640
C. agg. lbs. 2
C. agg. lbs. 3
Sand lbs.
15720
Water Ibs.
100%hot
327.1
Air Ent. (oz)
Other(oz)
Other(oz)
Other(oz)
Other(oz)
Water Added (gal.)
10.0
Field Test Methods
17 ASTM C143 ASTM C138
17 ASTM C1064 ASTM C173
vr ASTM C31 Other
ASTM C231
Laboratory Data
Design Strength:
2000
@ 28 days
Date Specimens Redd.:
3/11/2019
Laboratory
Mid Pt.
Out of Section
Maximum
Comp.
Test Methods
Cyl.
Test
Width
Height
Plumb Area
Load
Strength
Test Set
Tested
Break
ASTM C39
Code
Date
Age
(in)
(in)
(%) (sq. in)
(Ibs)
(psi)
Time #
By
Type
ASTM C109
66006-1
3/15/19
7
3.54/3.59
6.38
-- 12.71
52710
4150
-- 1
BAW
3
ASTM C617
66006-2
4/5/19
28
3.45/3.56
6.05
-- 11.94
63850
5350
-- 1
BAW
3
ASTM C1019
66006-3
4/5/19
28
3.47/3.51
6.01
-- 12.18
63310
5200
-- 1
BAW
3
Other
66006-4
4/5/19
28
3.42/3.48
5.93
--
11.90
63470
5330
--
1
BAW
3
Test Results
Conforming
Remarks
Results Reviewed By Date Reviewed
Codes for Break Types: 0 9 3 q
E E i I
1 2 5 6
Offices Serving The Western United States
Lynnwood (425) 485-5519 • Poulsbo (360) 598-2126 • Tacoma (253) 939-2500
Form 04103 Effective 10/3J2017
The information provided on thisreport is prepsred for:hlmlusive use fthe client.and — not be reproduced in any f mtwilb-1 the wnaen penissionofthe clicnl and Kr—n&.Associates. This epnd indiesh,s ourinspecmr'sobservstion and testing results based on sire eonditiocsand
eonhactor sc mlies. This informalion is s,bjml to revicsv prior to foal suhnittul. By signing this report. our inspector does not accept responsibility for validity of resnits. The same infomretion has been provided by others on site.
M i of
� �w
Mir
GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING
CONSTRUCTION TESTING & INSPECTION
April 10, 2019
Accounts Payable
ADZAM INC. DBA DOUG'S MAZDA
22130 Hwy 99
Edmonds, WA 98026
RE: COMPRESSIVE STRENGTH TEST RESULTS
Doug's Lynnwood Mazda
22130 Hwy 99
Edmonds, Washington
KA No. 096-18279
Permit: BLD2017-1119
Enclosed are copies of the compressive strength test results for the above referenced project. If you have
any questions, or if we can be of further assistance, please do not hesitate to contact our office.
Respectfully submitted,
KRAZAN & ASSOCIATES, INC.
� 4/L L-
Corbett W. Mercer
Project Manager/Lab Manager
Pacific Northwest Division
C WM/lkj
CC: CITY OF EDMONDS (E-MAIL)
NED NELSON ARCHITECT (E-MAIL)
B&T ENGINEERING (E-MAIL)
WILCOX CONSTRUCTION (E-MAIL)
4303 198" Street SW, Lynnwood, Washington 98036 • (425) 485-5519 • FAX (425) 485-6837
With Offices Serving the Western United States
09618279 BRK
114(mzari&Associates, Inc.
Geotechnical Engineering • Environmental Engineering
Construction Testing and Inspection
DATE: 4/2/2019
PROJECT #: 09618279
PROJECT: Dou 's Lynnwood Mazda
LOCATION: 22214 Hwy 99
KA P.M.: Corbett Mercer
CONCRETE
REPORT NO.: 09618279CRO40219-IV
CONTRACTOR: WILCOX
PERMIT* BLD2017 1119
INSPECTOR: Itiaj Vahora
JURISDICTION: City of Edmonds
WEATHER: PCL
Field Data
Concrete: Other: W/ air
Supplier: MILES S & G Plant No. 125 Site Mix:
Slump Mix Air Unit
Time Truck # Ticket # % Air Inch Temp (F) Temp (F) Weight
0700 1 C114 219991 1 5.0 5 1 56 ° I 45 ° 1
Location:
Placement Area
Trash enclosure footing/slab on 10 cys placed
Remarks: Concrete placed via chute, consolidated w/ vibrator and finished
Please Refer To Field Repot Number: 09618279DFR4220191V
Inspector :I ITIAJ VAHORA
TEMP: 45 °
Reported Batch DATA
Cement Type Ill I
Design Actual
Mix No. 0255AC
Cem. Lbs. 515
F. Ash lbs.
C. Agg. Lbs #57 1650
C. Agg. Lbs PEA 298
C. Agg. Lbs
Sand Its 1333
Water 249
Admixture MB POLY997 15.6 oz
Admixture
Admixture
Air Ent. 1.7 oz
(oz / cwt. )
Water Added On Job Site
(Gals.) 1
Field Test
ASTM Method
C172
C143 C138
C1064 C231
C31 H Other
Laboratory Data Design Strength: 3000 a 28 days Date Specimens Rec'd: _ 4/3/2019
Cyl.
Code
Test
Date
Field
Cure
Age
Dia.
Area
Wt.
#
Max
Load
Comp.
Strength
Set
#
Tested
By
Brk
�Typ
Test Method
ASTM C39
66252-1
4/9/19
7
4.00
12.57
--
54660
4350
1
BAW
2
ASTM C109
66252-2
4/30/19
1
28
1
ASTM C617
66252-3
4/30/19
28
1
ASTM C1231
66252-4
4/30/19
28
1
ASTM C1019
OTHER
Test Results
Remarks:
Results Reviewed By:1 i tA J
Date:L(—I(—Icl
Codes for Break Types:.
1
2
t'
3
4
5
6
Offices Serving The Western United States
Concrete Report Effective 02/22/2018
Lynnwood (425) 485-5519 • Poulsbo (360) 598-2126 • Tacoma (253) 939-2500
The information provlded on this report is prepared forth. exclusive useat the Giant, and may not be reprod—d in any format wNhout the written permission fthe client and Krazam&Associates. This report indicates our Inspector's observation and testing results based an site candIIbns
end oontraotor actiAlea. This Information is subject to review prior to final submittal ey signing this report, our inspector does not accept responslbllity for validity of results. The same information has been p-lded by others on site.
GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING
CONSTRUCTION TESTING & INSPECTION
April 11, 2019
Accounts Payable
ADZAM INC. DBA DOUG'S MAZDA
22130 Hwy 99
Edmonds, WA 98026
RE: COMPRESSIVE STRENGTH TEST RESULTS
Doug's Lynnwood Mazda
22130 Hwy 99
Edmonds, Washington
KA No. 096-18279
Permit: BLD2017-1119
Enclosed are copies of the compressive strength test results for the above referenced project. If you have
any questions, or if we can be of further assistance, please do not hesitate to contact our office.
Respectfully submitted,
KRAZAN & ASSOCIATES, INC.
tvr Corbett W. Mercer
Project Manager/Lab Manager
Pacific Northwest Division
CWM/lkj
CC: CITY OF EDMONDS (E-MAIL)
NED NELSON ARCHITECT (E-MAIL)
B&T ENGINEERING (E-MAIL)
WILCOX CONSTRUCTION (E-MAIL)
4303 19811 Street SW, Lynnwood, Washington 98036 • (425) 485-5519 • FAX (425)"485-6837
With Offices Serving the Western United States
09618279 BRK
&Associates, Inc.
Geotechnical Engineering . Environmental Engineering
Construction Testing and Inspection
Date: 3/13/2019
Project #: 09618279
Project: Doug's Lynnwood Mazda
Location: 22130 Hwy 99
KA P.M.: Corbett Mercer
MASONRY GROUT
REPORT M 18279MGRO31319-DB
Contractor: Wilcox/Fairweather Masonry
Permit #: BLD2017-1119
Inspector: Dave Bale
Jurisdiction: Edmonds
Weather: partly cloudy Temp: 47 °
Field Data GROUT
)
Supplier Icadman Plant No.
Site Mix
Slump
Grout
Temp.
Air
Temp.
Max/Min
Temp.
Time
Truck#
Ticket #
% Air
(in.)
(F)
(F)
(F)
Grout Box Used
Number of units used to form specimens
x
Area:
5 -'B to A FOR 4th lift and C - 6 to T, 6 - C to B, 7 -'A toCfor
2nd lift.
Remarks:
Asset -Equipment Numbers:
Reported Batch Data
Mix No. 35MG708
Design Actual
Weights Weights
Cem.lbs.
658
658
F. Ash lbs.
C. agg. lbs.1
847
860
C. agg. lbs. 2
C. agg. lbs. 3
Sand lbs.
1898
1945
Water lbs.
425
344
Air Ent. (oz)
Other (oz)
Other (oz)
Other (oz)
Other (oz)
Water Added (gal.)
10
Field Test Methods
ASTM C143 ASTM C138
ASTM C1064 ASTM C173
-17 ASTM C31 Other
ASTM C231
Inspector: Dave Bale
Reviewed By:
Laboratory Data
Design Strength:
2000 228 days
Date Specimens Redd.:
3/14/2019
Laboratory
Mid Pt.
Out of
Section
Maximum
Comp.
Test Methods
Cyl.
Test
Width
Height
Plumb
Area
Load
Strength
Test
Set
Tested
Break
ASTM C39
Code
Date
Age
(in)
(in)
(%)
(sq. in)
(Ibs)
(psi)
Time
#
By
Type
ASTM C109
66032-1
3/20/19
7
3.45/3.48
6.34
--
12.01
41960
7120
--
1
BAW
3
ASTM C617
66032-2
4/10/19
28
3.40/3.46
6.12
--
11.76
49320
4190
--
1
BAW
3
ASTM C1019
66032-3
4/10/19
28
13.4313.45
5.93
--
11.83
49010
4140
--
1
BAW
3
Other
66032-4
4/10/19
28
3.4813.51
5.98
--
12.21
49470
4050
--
1
BAW
3
Test Results
Conforming
Remarks
Results Reviewed By
Date Reviewed
y-1 Z- lIl
Codes for Break Types: EEM9
Ell q 0 0
1 2
3 4 5 6
Offices Serving The Western United States
Lynnwood
(425) 485-5519
• Poulsbo (360) 598-2126 • Puyallup (253) 939-2500
Fm 04103
The information pmvidadon this repon is prepared for the exclusive uaeoftheoticnt,endmaynol be reproduced in any format without the dufan permission of the client and K— &Associates.
Thia re port indiuelea our inspector's observation and testing maulta based oa siu, conditions and
conlraclorecliviliea. Thia information is auM1ject to review prior to final subminal.
Bysigning this report, our inspcolordoes noreccept responsibility for validiNof-ulls.
Thesame informalion has been provided try others on
site.
--
A01>� 'abw
1s M
GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING
CONSTRUCTION TESTING & INSPECTION
April 12, 2019
Accounts Payable
ADZAM INC. DBA DOUG'S MAZDA
22130 Hwy 99
Edmonds, WA 98026
RE: COMPRESSIVE STRENGTH TEST RESULTS
Doug's Lynnwood Mazda
22130 Hwy 99
Edmonds, Washington
KA No. 096-18279
Permit: BLD2017-1119
Enclosed are copies of the compressive strength test results for the above referenced project. If you have
any questions, or if we can be of further assistance, please do not hesitate to contact our office.
Respectfully submitted,
KRAZAN & ASSOCIATES, INC.
J,,A-�
-tor Corbett W. Mercer
Project Manager/Lab Manager
Pacific Northwest Division
C WM/lkj
CC: CITY OF EDMONDS (E-MAIL)
NED NELSON ARCHITECT (E-MAIL)
B&T ENGINEERING (E-MAIL)
WILCOX CONSTRUCTION (E-MAIL)
4303 198" Street SW, Lynnwood, Washington 98036 • (425) 485-5519 • FAX (425) 485-6837
With Offices Serving the Western United States
09618279 BRK
Krazan and Associates, Inc. Grout Report Form
4303 198th Street SW
Lynnwood, WA 98036
Project No: 096-18279 Grout Code: 66291
Weather: Sunny Jurisdiction: City of Edmonds
Project: Doug's Lynnwood Mazda
Location: 22130 Hwv 99
Client: Adzam Inc. dba Doug's Mazda
Field Data
% Air (ASTM C-231) N/A
Slump (ASTM C-143) Flow
Making (ASTM C-31) X
Other
Inspector: T. Tran
Pour Date: 4/4/19
Report No: 12633
Permit No. BLD2017 1119
Engineer: B&T Enriineering
Architect: Ned Nelson Architect
Contractor: Wilcox Construction
Temp. (ASTM C-1064)
Sampling (ASTM C-172)
Unit Wt. (ASTM C-138)
Consolidation Method
Mechanical:
Manual:
Field Notes:
8" CMU from 8' to 12' @ A76-7, 7/A'-C, C/6-7, 6/C-D, D/5-6
Placement by line pump.
Please refer to Field Report No. 2072
Laboratory Data
ASTM C-617
ASTM C-1019 X
Cyl. Code Test Date Age Side 1
66291-1 4/11/19 7 3.40
66291-2
5/2/19
28
66291-3
5/2/19
28
66291-4
5/2/19
28
66
N/A
N/A
�i
Design Strength: 2,000 @ 28 days
Laboratory Test Methods
ASTM C-780
ASTM C-109
Side 2 Area Height % Plumb
3.42 11.63 5.79 0.0%
P.M. Review:
Lab Data Reviewed By: -
Date Reviewed:
Date Reviewed:
Reported Batch Data
Batch Time:
10:57 AM
Sample Time:
12:00 PM
Truck #:
422
Ticket #:
618210
Design Wts
Mix No.
35MG708
Cem. (Ibs)
658
F. Ash (Ibs)
N/A
Agg. 1 (Ibs)
830
Sand (Ibs)
1887
Water (Ibs)
425
Air Ent. (oz)
N/A
Other (oz)
N/A
Water Added on Job (gal)
Supplier:
Cadman
Plant Number: 34
Site Mix:
Initial Curing Temps High -Low:
Actual Wts.
35MG708
657
N/A
816
1883
412
N/A
N/A
10
Ambient Air Temperature: 56
Load Size: 7 yds
Sample @ cy of cy
Field Test Results
Conforming X
Non -Conforming
Date Specimens Rec'd: 4/5/19
ASTM C-39
Other
Load (Ibs) Strength (PSI)
36,830 3,170
Set # Break Tested By
1 3 BAW
Lab Test Results
Conforming _
Non -Conforming —
This information provided on this report is prepared for the exclusive use of the client. This report may not be reproduced in any format without the written permission of the client and Krazan & Assoc.
Grout Report Effective Date: 4/08/2009
Krazan and Associates, Inc. Grout Report Form
4303 198th Street SW
Lynnwood, WA 98036
Project No: 096-18279 Grout Code: 66291
Weather: Sunnv Jurisdiction: City of Edmonds
Project: Dou 's Lynnwood Mazda
Location: 22130 Hwv 99
Client: Adzam Inc. dba Dou {'s Mazda
Field Data
% Air (ASTM C-231) N/A
Slump (ASTM C-143) Flow
Making (ASTM C-31) X
Other
Inspector: T. Tran
Pour Date: 4/4/19
Report No: 12633
Permit No. BLD2017 1119
Engineer: B&T Engineering
Architect: Ned Nelson Architect
Contractor: Wilcox Construction
Temp. (ASTM C-1064)
Sampling (ASTM C-172) _
Unit Wt. (ASTM C-138)
Consolidation Method
Mechanical:
Manual:
Field Notes:
8" CM from 8' to 12' @ A76-7, 7/A'-C, C/6-7, 6/C-D, D/5-6
Placement by line pump.
Please refer to Field Report No. 2072
66
N/A
N/A
M
Reported Batch Data
Batch Time:
10:57 AM
Sample Time:
12:00 PM
Truck #:
422
Ticket #:
618210
Design Wts
Mix No.
35MG708
Cem. (Ibs)
658
F. Ash (Ibs)
N/A
Agg. 1 (Ibs)
830
Sand (Ibs)
1887
Water (Ibs)
425
Air Ent. (oz)
N/A
Other (oz)
N/A
Water Added on Job (gal)
Supplier:
Cadman
Plant Number: 34
Site Mix:
Initial Curing Temps High -Low:
Actual Wts.
35MG708
657
N/A
816
1883
412
N/A
N/A
10
Ambient Air Temperature: _
Load Size: 7 yds
Sample @ cy of
Field Test Results
Conforming X
Non -Conforming
lfl
cy
Laboratory Data
Design Strength: 2,000
@ 28 days
Date Specimens Rec'd: 4/5/19
Laboratory Test Methods
ASTM C-617
ASTM C-780
ASTM C-39
ASTM C-1019
X
ASTM C-109
Other
Cyl. Code
Test Date
Age
Side 1
Side 2
Area Height
% Plumb
Load (Ibs)
Strength (PSI)
Set # Break
Tested By
66291-1
4/11/19
7
3.40
3.42
11.63 5.79
0.0%
36,830
3,170
1 3
BAW
66291-2
5/2/19
28
3.42
3.54
12.11 5.73
0.0%
45,970
3,800
1 3
BAW
66291-3
5/2/19
28
3.45
3.48
12.01 5.75
0.0%
45,480
3,790
1 3
BAW
66291-4
5/2/19
28
3.47
3.51
12.18 5.83
0.0%
45,500
3,740
1 3
BAW
P.M. Review: ' J
V
Lab Data Reviewed By:
Date Reviewed:
Date Reviewed: q'1z--1
Lab Test Results
Conforming X
Non -Conforming
This information provided on this report is prepared for the exclusive use of the client. This report may not be reproduced in any format without the written permission of the client and Krazan & Assoc.
Grout Report Effective Date: 4/08/2009
NO
GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING
CONSTRUCTION TESTING & INSPECTION
April 19, 2019
Accounts Payable
ADZAM INC. DBA DOUG'S MAZDA
22130 Hwy 99
Edmonds, WA 98026
RE: COMPRESSIVE STRENGTH TEST RESULTS
Doug's Lynnwood Mazda
22130 Hwy 99
Edmonds, Washington
KA No. 096-18279
Permit: BLD2017-1119
Enclosed are copies of the compressive strength test results for the above referenced project. If you have
any questions, or if we can be of further assistance, please do not hesitate to contact our office.
Respectfully submitted,
KRAZAN & ASSOCIATES, INC.
114 -V� C-.--
Corbett W. Mercer
Project Manager/Lab Manager
Pacific Northwest Division
CWMAki
CC: CITY OF EDMONDS (E-MAIL)
NED NELSON ARCHITECT (E-MAIL)
B&T ENGINEERING (E-MAIL)
WILCOX CONSTRUCTION (E-MAIL)
4303 19811 Street SW, Lynnwood, Washington 98036 • (425) 485-5519 • FAX (425) 485-6837
With Offices Serving the Western United States
09618279 BRK
�Kraz Ill &Associate s,Inc.
Geotechnical Engineering . Environmental Engineering
Construction Testing and Inspection
Date: 3/21 /2019
Project #: 09618279
Project: Dou 's Lynnwood Mazda
Location: 22214 highway 99
KA P.M.: Corbett Mercer
MASONRY GROUT
REPORT M 18279MGRO32119-TR
Contractor: Wilcox
Permit #: BLD2017-1119
Inspector: Taylor Rooney
Jurisdiction: Citv of Edmonds
Weather: Su
Field Data( GROUT
)
Supplier lCadman Plant No.
34
ISite Mix
Slump
Grout
Temp.
Air
Temp.
Max/Min
Temp.
Time
Truck# Ticket #
% Air
(in.)
(F)
(F)
(F)
12:02
F 443 11676
10.0
58 °
61 °
Grout Box Used
Number of units used to form specimens
1
Remarks:
Area:
Top of wall lift E/1-4, 1 /A-E, A/1-5, 5/B'-A
Placed by line pump, mechanically consolidated
pment Numbers:
Inspector: Taylor Rooney
Reviewed By:
Temp: 65 °
Reported Batch Data
Mix No. 35MG708
Design Actual
Weights Weights
Cem. lbs.
6370
F. Ash lbs.
C. agg. Ibs.1
#8 pea
7400
C.agg.lbs. 2
C.agg.lbs. 3
Sand lbs.
17720
Water lbs.
434
Air Ent. (oz)
Other(oz)
Other(oz)
Other(oz)
Other(oz)
Water Added (gal.) 115
Field Test Methods
ASTM C143 ASTM C138
ASTM C1064 ASTM C173
ASTM C31 Other
ASTM C231
Laboratory Data Design Strength: 2000 @ 28 days Date Specimens Redd.: 3/22/2019
Laboratory
Cyl.
Code
Test
Date
Age
Mid Pt.
Width
(in)
Height
(in)
Out of
Plumb
(%)
Section
Area
(sq. in)
Maximum
Load
(Ibs)
Comp.
Strength
(psi)
Test
Time
Set
#
Tested
By
Break
Type
Test Methods
ASTM C39
ASTM C109
66120-1
3/28/19
7
3.4013.45
5.85
--
11.73
48710
4150
--
1
BAW
3
ASTM C617
66120-2
4/18/19
28
3.40/3.46
5.99
--
11.76
57640
4900
--
1
BAW
3
ASTM C1019
66120-3
4/18/19
28
3.43/3.49
5.84
--
11.97
58410
4880
--
1
BAW
3
Other
66120-4
4/18/19
28
3.41/3.43
5.91
--
11.70
57970
4950
--
1
BAW
3
Test Results
Conforming
Remarks
Results Reviewed By
Codes for Break Types:
Date Reviewed
nn L.+�.1
2 3 4 5 6
- Z Z-15
Offices Serving The Western United States
Lynnwood (425) 485-5519 • Poulsbo (360) 598-2126 • Tacoma (253) 939-2500
Form 04103
The information provided an this report is prepared for the exclusive use fthe client, and may not be reproduced in any formatwilhoutthe written permission of[he clientead K— &Assneietes. This report indicates our inspator's ahservatior end testing results based on site conditiens
crntmctoractivities. Thisinformstn. issulyect to review prior to first submittal. By signing this re port, our inspectordoes not accept responsibility for validity orn,sults. The same information has been provided by others on site.
KMzM & A s s o c i a t e s, I n c
Geotechnical Engineering • Environmental Engineering
Construction Testing and Inspection
Date: 4/11 /2019
Project #: 09618279
Project: Dou 's Lynnwood Mazda
Location: 22214 HWY 99, Edmonds, WA
KA P.M.: Corbett Mercer
MASONRY GROUT
REPORT #: 09618279MGR041119-ZZ
Contractor: WILCOX
Permit M BLD2017-1119
Inspector: Zelalem Zerihun
Jurisdiction: City of Edmonds
Weather: Cloudy Temp: 50 °
Field Data GROUT
Supplier CADMAN Plant No.
34
Isite Mix
Slump
Grout
Temp.
Air
Temp.
Max/Min
Temp.
Time
Truck# Ticket #
% Air
(in.)
(F)
(F)
(F)
11:30
444 620571
1 9
1 56°
50°
Grout Box Used
Number of units used to form specimens
yes
4
Remarks:
Area:
CMU top lifts @ D/5 5.9, 5.9/C — D, 5.9 — 7/C, 7/A — C, A/6 — 7,
elevator shaft top lift, and trash enclosure walls 6' high.
* Batch weights are within tolerances.
pment Numbers:
Inspector: Zelalem Zerihun
Reviewed By:
Reported Batch Data
Mix No. 35MG708
Design Actual
Weights Weights
Cem.lbs.
658
F. Ash Ibs.
C. agg. lbs. 1
821
C.agg. lbs. 2
C. agg. lbs. 3
Sand lbs.
1887
Water lbs.
425
Air Ent. (oz)
Other(oz)
Other(oz)
Other(oz)
Other(oz)
Water Added (gal.)
20
Field Test Methods
ASTM C143 ASTM C138
Vr ASTM C1064 ASTM C173
Vr ASTM C31 Other
ASTM C231
Laboratory Data Design Strength: 2000 @ 28 day s Date Specimens Redd.: 4/12/2019
Laboratory
Cyl.
Code
Test
Date
Age
Mid Pt.
Width
(in)
Height
(in)
Out of
Plumb
(%)
Section
Area
(sq. in)
Maximum
Load
(Ibs)
Comp.
Strength
(psi)
Test
Time
Set
#
Tested
By
Break
Type
Test Methods
ASTM C39
ASTM C109
66392-1
4/18/19
7
13.4513.54
6.06
--
12.21
34430
2820
--
1
BAW
3
ASTM C617
66392-2
5/9/19
28
7ASTM
C1019
66392-3
5/9/19
28
Other
66392-4
5/9/19
28
Test Results
Remarks
Results Reviewed By Date Reviewed 1
Codes for Break Types: E NN-i Rzi, q n i
1 2 3 4 5 6
Offices Serving The Western United States
Lynnwood (425) 485-5519 • Poulsbo (360) 598-2126 • Tacoma (253) 939-2500
Form 04103 Effective 10/3/2017
The inf.rmetior. provided on this report is prepared for the exclusive use fthe client_ end may not be reproduced in any formal without the written permission ofthe client end Kr &.Assoeiates. This report mdicetos our inspector's observation nod testing results based on site conditionsand
onntrectarecfi hi- Thisid-no-tion is subjeel to review prior to final sub,itini. By signing this pan, ourmpoclor doesnot accept responsibility for validity of—u!.. The same information h. Sec. provided by others on site.
GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING
CONSTRUCTION TESTING & INSPECTION
April 24, 2019
Accounts Payable
ADZAM INC. DBA DOUG'S MAZDA
22130 Hwy 99
Edmonds, WA 98026
RE: COMPRESSIVE STRENGTH TEST RESULTS
Doug's Lynnwood Mazda
22130 Hwy 99
Edmonds, Washington
KA No. 096-18279
Permit: BLD2017-1119
Enclosed are copies of the compressive strength test results for the above referenced project. If you have
any questions, or if we can be of further assistance, please do not hesitate to contact our office.
Respectfully submitted,
KRAZAN & ASSOCIATES, INC.
Corbett W. Mercer
Project Manager/Lab Manager
Pacific Northwest Division
CWM/lki
CC: CITY OF EDMONDS (E-MAIL)
NED NELSON ARCHITECT (E-MAIL)
B&T ENGINEERING (E-MAIL)
WILCOX CONSTRUCTION (E-MAIL)
4303 19811 Street SW, Lynnwood, Washington 98036 • (425) 485-5519 • FAX (425) 485-6837
With Offices Serving the Western United States
09618279 BRK
Krazan and Associates, Inc. Grout Report Form 4303 198th Street SW
Lynnwood, WA 98036
Project No: 096-18279 Grout Code: 66164 Date
3/25/19
Report No: 12647
Weather: Overcast Jurisdiction: City of Edmonds
Permit No. BLD2017 1119
Project: Dou 's Lynnwood Mazda Engineer:
B&T Engineering
Location: 22130 Hwy 99
Architect:
Ned Nelson
Architect
Client: Adzam Inc. dba Douq's Mazda Contractor:
Wilcox Construction
Reported Batch Data
Batch Time:
Field Data
% Air (ASTM C-231) N/A Temp. (ASTM C-1064) 67
Slump (ASTM C-143) 8
Sampling (ASTM C-172) N/A
Sample Time: 1:55 AM
Making (ASTM C-31) X
Unit Wt. (ASTM C-138) N/A
Truck #: 368
Other
Consolidation Method
Ticket #: 614363
Inspector: Gordon Moe
Mechanical:
Design Wts. Actual Wts.
Manual:
Mix No. 35MG708
Field Notes:
Cem. (Ibs) NA
8" CMU walls. 2nd Lift Lines 5-6 at'B
F. Ash (Ibs)
Grids A.5 -'B at 6 Line
Agg. 1 (Ibs)
4th Lift at 5 Line inclusive
Sand (Ibs)
Water (Ibs)
Air Ent. (oz)
Other (oz)
Water Added on Job (gal)
Supplier: Cadman
Plant Number: 34
Site Mix:
Initial Curing Temps High -Low:
Ambient Air Temperature: 57
Load Size: 7.5 yds
Please refer to Field Report No. 1952
p
Sample @ cy of cy
Field Test Results
Conforming X
Non -Conforming
Laboratory Data
Design Strength: 2,000 @ 28 days
Date Specimens Redd: 3/26/19
Laboratory Test Methods
ASTM C-617
ASTM C-780
ASTM C-39
ASTM C-1019 X
ASTM C-109
Other
Cyl. Code Test Date Age Side 1
Side 2 Area Height % Plumb
Load (Ibs)
Strength (PSI) Set # Break Tested By
66164-1 4/1/19 7 3.44
3.44 11.83 5.71 --
38,710
3,270 1 3 BAW
66164-2 4/22/19 28 3.47
3.47 12.04 5.56 --
64,830
5,380 1 3 BAW
66164-3 4/22/19 28 3.43
3.45 11.83 5.61 --
64,000
5,410 1 3 BAW
66164-4 4/22/19 28 3.41
3.42 11.66 5.87 --
62,960
5,400 1 3 BAW
P.M. Review: Date Reviewed: —2 —I, Lab Test Results
Conforming X
Lab Data Reviewed By: Date Reviewed: - Z�� ilk Non -Conforming
This information provided on this report is prepared for the exclusive use of the client. This report may not be reproduced in any format without the written permission of the client and Krazan & Assoc.
Grout Report I Effective Date: 4/08/2009
GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING
CONSTRUCTION TESTING & INSPECTION
April 29, 2019
Accounts Payable
ADZAM INC. DBA DOUG'S MAZDA
22130 Hwy 99
Edmonds, WA 98026
RE: COMPRESSIVE STRENGTH TEST RESULTS
Doug's Lynnwood Mazda
22130 Hwy 99
Edmonds, Washington
KA No. 096-18279
Permit: BLD2017-1119
Enclosed are copies of the compressive strength test results for the above referenced project. If you have
any questions, or if we can be of further assistance, please do not hesitate to contact our office.
Respectfully submitted,
KRAZAN & ASSOCIATES, INC.
Corbett W. Mercer
Project Manager/Lab Manager
Pacific Northwest Division
C WM/lkj
CC: CITY OF EDMONDS (E-MAIL)
NED NELSON ARCHITECT (E-MAIL)
B&T ENGINEERING (E-MAIL)
WILCOX CONSTRUCTION (E-MAIL)
4303 198" Street SW, Lynnwood, Washington 98036 • (425) 485-5519 • FAX (425) 485-6837
With Offices Serving the Western United States
09618279 BRK
UKX0/Jan &Associates, Inc.
Geotechnical Engineering . Environmental Engineering
Construction Testing and Inspection
Date: 3/28/2019
Project #: 09618279
Project: Doug's Lynnwood Mazda
Location: 22130 Hwy 99
KA P.M.: Corbett Mercer
MASONRY GROUT
REPORT M 09618279MGRO32819-DK
Contractor: Wilcox/Fairweather Masonry
Permit#: BLD2017-1119
Inspector: Don Keller
Jurisdiction: Edmonds
Weather:
Field Data GROUT
Supplier Cadman 1PIantNo.
34
1SIte Mix
Slump
Grout
Temp.
Air
Temp.
Max/Min
Temp.
Time
Truck#
Ticket #
% Air
(in.)
(F)
(F)
(F)
10:20
269
615479
9
65.
48 °
Grout Box Used
Number of units used to form specimens
es
Placement Area:
cmu walls @5&C 5th lift (16'-20') Main Level
pment Numbers:
Inspector: Don Keller
Reviewed By:
Temp: 48 °
Reported Batch Data
Mix No. 35MG708
Design Actual
Weights Weights
Cem. lbs.
5890
F. Ash lbs.
C. agg. Ibs.1
7380
C.agg.lbs. 2
C.agg.lbs. 3
Sand lbs.
17700
Water Ibs.
435.1
Air Ent. (oz)
Other(oz)
Other(oz)
Other(oz)
Other(oz)
Water Added (gal.)
23
Field Test Methods
ASTM C143 ASTM C138
ASTM C1064 ASTM C173
ASTM C31 Other
ASTM C231
Laboratory Data Design Strength: 2000 @ 28 dams Date Specimens Redd.: 3/29/2019
Laboratory
Cyl.
Code
Test
Date
Age
Mid Pt.
Width
(in)
Height
(in)
Out of
Plumb
(%)
Section
Area
(sq. in)
Maximum
Load
(lbs)
Comp.
Strength
(psi)
Test
Time
Set
#
Tested
By
Break
Type
Test Methods
ASTM C39
ASTM C109
66191-1
4/4/19
7
3.46/3.47
5.69
--
12.01
46260
3850
--
1
BAW
3
ASTM C617
ASTM C1019
66191-2
4/25/19
28
3.38/3.48
6.10
--
11.76
57140
1 4860
--
1
BAW
1 3
66191-3
4/25/19
28
3.42/3.46
6.00
--
11.83
56550
4780
--
1
BAW
3
Other
66191-4
4/25/19
28
3.45/3.47
6.08
--
11.97
56740
4740
--
1
BAW
3
Test Results
Conforming
Remarks
Results Reviewed By Date ReviE
wed 4 - 3 U ^ l5
Codes for Break Types: E
1 2 3 4 5 6
Offices Serving The Western United States
Lynnwood (425) 485-5519 • Poulsbo (360) 598-2126 • Tacoma (253) 939-2500
Form 04103
Elrtxtive 10/3l2017
The information provided on lhiareport is prepared farthe exclusive use oftha Giant, and may hint be re produced in any format without the written permission ofthe client and Kramn.& Aasociatea. This report indicates our impector'sabservation and tealing resulla based on aim conditionsand
contractor aeliviliea. This information is aubjecl to review prior to final submittal. By signingthisrtpon, our inspector does not accept responsibility for validity of results. The same infomnatien has been providd by he. on site.
GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING
CONSTRUCTION TESTING & INSPECTION
May 1, 2019
Accounts Payable
ADZAM INC. DBA DOUG'S MAZDA
22130 Hwy 99
Edmonds, WA 98026
RE: COMPRESSIVE STRENGTH TEST RESULTS
Doug's Lynnwood Mazda
22130 Hwy 99
Edmonds, Washington
KA No. 096-18279
Permit: BLD2017-1119
Enclosed are copies of the compressive strength test results for the above referenced project. If you have
any questions, or if we can be of further assistance, please do not hesitate to contact our office.
Respectfully submitted,
KRAZAN & ASSOCIATES, INC.
orb ett W. Mercer� C�
Project Manager/Lab Manager
Pacific Northwest Division
CWNVlkj
CC: CITY OF EDMONDS (E-MAIL)
NED NELSON ARCHITECT (E-MAIL)
B&T ENGINEERING (E-MAIL)
WILCOX CONSTRUCTION (E-MAIL)
4303 198'h Street SW, Lynnwood, Washington 98036 • (425) 485-5519 • FAX (425) 485-6837
With Offices Serving the Western United States
09618279 BRK
Krazan and Associates, Inc. Grout Report Form 4303 198th Street SW
Lynnwood, WA 98036
Project No: 096-18279 Grout Code
Weather: Fair Jurisdiction
Project: Dou 's Lynnwood Mazda
Location: 22130 Hwy 99
Client: Adzam Inc. dba Douq's Mazda
66254 Date 411/19
of Edmonds
Report No: 12605
Permit No. BLD2017 1119
Engineer: B&T Engineering
Architect: Ned Nelson Architect
Contractor: Wilcox Construction
Field Data
% Air (ASTM C-231) N/A Temp. (ASTM C-1064) 65
Slump (ASTM C-143) 8 Sampling (ASTM C-172) N/A
Making (ASTM C-31) X Unit Wt. (ASTM C-138) N/A
Other Consolidation Method
Inspector: G. Moe Mechanical:
Manual:
Field Notes:
8" CMU walls - 4' lift to top of wall
Grids'A.-'B at 6 Line,
Grid B inclusive and at 5 line inclusive
Please refer to Field Report No. 2161
Laboratory Data
ASTM C-617
ASTM C-1019
X
Cyl. Code
Test Date
Age
Side 1
66254-1
4/8/19
7
3.46
66254-2
4/29/19
28
3.45
66254-3
4/29/19
28
3.48
66254-4
4/29/19
28
3.46
P.M. Review: h /`
Lab Data Reviewed By:
Design Strength: 2,000 @ 28 days
Laboratory Test Methods
ASTM C-780
ASTM C-109
Side 2
Area Height % Plumb
Load (Ibs)
3.49
12.08 6.31 --
53,830
3.47
11.97 6.51 --
66,450
3.49
12.15 6.46 --
69,010
3.52
12.18 6.37 --
67,210
Date Reviewed: s —1
Date Reviewed:! _I_ 6
Reported Batch Data
Batch Time:
Sample Time: 1:10 PM
Truck #: 311
Ticket #: 616743
Design Wts. Actual Wts.
Mix No. 35MG708
Cem. (Ibs) 658
F. Ash (Ibs)
Agg. 3/8" (Ibs) 830
Sand (Ibs) 1887
Water (Ibs) 425
Air Ent. (oz)
Other (oz)
Water Added on Job (gal)
Supplier: Cadman
Plant Number: 32
Site Mix:
Initial Curing Temps High -Low:
Ambient Air Temperature: 53
Load Size: yds
Sample @ cy of cy
Field Test Results
Conforming X
Non -Conforming
Date Specimens Rec'd: 4/3/19
ASTM C-39
Other
Strength (PSI)
Set #
Break
Tested By
4,460
1
3
BAW
5,550
1
3
BAW
5,680
1
3
BAW
5,520
1
3
BAW
Lab Test Results
Conforming X
Non -Conforming
This information provided on this report is prepared for the exclusive use of the client. This report may not be reproduced in any format without the written permission of the client and Krazan & Assoc.
Grout Report Effective Date: 4/08/2009
Krazan&Associ ate s, Inc.
Geotechnical Engineering as Environmental Engineering
Construction Testing and Inspection
DATE: 4/2/2019
PROJECT #: 09618279
PROJECT: Dou 's L nnwood Mazda
LOCATION: 22214 Hwy 99
KA P.M.: Corbett Mercer
CONCRETE
REPORT NO.: n999 R970r Rndn990-1\/
CONTRACTOR: WILCOX
PERMIT* BLD2017 1119
INSPECTOR: Miaj Vahora
JURISDICTION: City of Edmonds
WEATHER: PCL
Field Data
Concrete: Other: W/ air
Supplier: MILES S & G Plant No. 125 Site Mix:��
Slump Mix Air Unit
Time Truck # Ticket # % Air Inch Temp (F) Temp (F) Weight
0700 1 C114 219991 5.0 5 56 ° 45 °
Location:
Placement Area
Trash enclosure footing/slab on 10 cys placed
Remarks: Concrete placed via chute, consolidated w/ vibrator and finished
Please Refer To Field Repot Number: 09618279DFR4220191V
Laboratory Data
Cyl. Test Field
Code Date Cure
66252-1 4/9/19
66252-2 4/30/19
66252-3 4/30/19
66252-4 4/30/19
Remarks:
Inspector:Inspector:L ITIAJ VAHORA
Design Strength:
Dia. Area
3000 c^u 28 da s
Wt. Max
# Load
Comp.
Strengtl
4.00
12.57
--
54660
4350
4.00
12.57
--
64500
5130
4.00
12.57
--
62620
4980
4.00
12.57
--
62960
5010
TEMP: 45 °
Reported Batch DATA
Cement Type
Design Actual
Mix No. 0255AC
Cem. Lbs. 515
F. Ash lbs.
C. Agg. Lbs #57 1650
C. Agg. Lbs PEA 298
C. Agg. Lbs
Sand tbs 1333
Water 249
Admixture M8 POLY997 15.6 oz
Air Ent.
1.7 oz
(oz I cwt. )
Water Added On Job Site
(Gals.)
Field Test
ASTM Method
C172
C143
N
C138
C1064
C231
C31
Other
Date Specimens Rec'd: 1 4/3/2019
Set Tested Brk
# By Tyr
1 BAW 2
1 BAW 1
1 BAW 1
1 BAW 1
Reviewed By:1 iZj�.�t �1 Date: K.- I - it
Codes for Break Types:
Concrete Report
1J— 2 I-3..... 4 5
Offices Serving The Western United States
ASTM C39
ASTM C 109
ASTM C617
ASTM C1231
ASTM C1019
OTHER
Test Results
Conforming
6
Effective 02/22/2018
Lynnwood (425) 485-5519 • Poulsbo (360) 598-2126 as Tacoma (253) 939-2500
The inrormation provided on this report is prepared for the emlosive use of the Glent, and may not[ be reproduced in any format tatthout the wditbn permission of the client and K—n B Associates. True report ladjoales our inspector's observation and tnting results based on site eonddlone
and cadraetorectivltles. This lMomlationssubjeot to review prior to final submittal. By signing this report, our inspe Yor does not acept responalblity forvelldltyof results. The same infowedion has been provided byothersoo ate.
-- s
&ram ir=
m
GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING
CONSTRUCTION TESTING & INSPECTION
May 3, 2019
Accounts Payable
ADZAM INC. DBA DOUG'S MAZDA
22130 Hwy 99
Edmonds, WA 98026
RE: COMPRESSIVE STRENGTH TEST RESULTS
Doug's Lynnwood Mazda
22130 Hwy 99
Edmonds, Washington
KA No. 096-18279
Permit: BLD2017-1119
Enclosed are copies of the compressive strength test results for the above referenced project. If you have
any questions, or if we can be of further assistance, please do not hesitate to contact our office.
Respectfully submitted,
KRAZAN & ASSOCIATES, INC.
ti..
Corbett W. Mercer
Project Manager/Lab Manager
Pacific Northwest Division
CWM/lkj
CC: CITY OF EDMONDS (E-MAIL)
NED NELSON ARCHITECT (E-MAIL)
B&T ENGINEERING (E-MAIL)
WILCOX CONSTRUCTION (E-MAIL)
4303 198" Street SW, Lynnwood, Washington 98036 • (425) 485-5519 • FAX (425) 485-6837
With Offices Serving the Western United States
09618279 BRK
Krazan and Associates, Inc. Grout Report Form
4303 198th Street SW
Lynnwood, WA 98036
Project No: 096-18279 Grout Code: _
Weather: Pt. Sunny Jurisdiction: C
Project: Dou 's Lynnwood Mazda
Location: 22130 Hwy 99 _
Client: Adzam Inc. dba Doua's Mazda
Field Data
% Air (ASTM C-231) N/A
Slump (ASTM C-143) Flow
Making (ASTM C-31) X
Other
Inspector: T. Tran
66061 Pour Date: 3/15/19
of Edmonds
Report No: 12631
Permit No. BLD2017 1119
Engineer: B&T Engineering
Architect: Ned Nelson Architect
Contractor: Wilcox Construction
Temp. (ASTM C-1064) 71
Sampling (ASTM C-172) N/A
Unit Wt. (ASTM C-138) N/A
Consolidation Method
Mechanical: X
Manual:
Field Notes:
8" CMU from 16' to 20' @ 5/'B-A, A/1-5, 1/A-E, E/1-3.5
Placement by line pump.
Please refer to Field Report No. 2024
Laboratory Data
Design Strength: 2,000 @ 28 days
Laboratory Test Methods
Reported Batch Data
Batch Time:
12:47 PM
Sample Time:
2:00 PM
Truck #:
269
Ticket #:
611198
Design Wts. Actual Wts.
Mix No. 35MG708
Cem. (Ibs) 658
F. Ash (Ibs)
Agg. 1 (Ibs) 830
Sand (Ibs) 1887
Water (lbs) 425
Air Ent. (oz)
Other (oz)
Water Added on Job (gal)
Supplier: Cadman
Plant Number: 34
Site Mix:
Initial Curing Temps High -Low:
Ambient Air Temperature: 53
Load Size: 6 yds
Sample @ cy of cy
Field Test Results
Conforming X
Non -Conforming
Date Specimens Rec'd: 3/18/19
ASTM C-617
ASTM C-780
ASTM C-39
ASTM C-1019
X
ASTM C-109
Other
Cyl. Code
Test Date Age
Side 1 Side 2
Area
Height
% Plumb
Load (Ibs)
Strength (PSI) Set # Break
Tested By
66061-1
3/22/19 7
3.43 3.48
11.94
5.85
0.0%
37,820
3,170 1 3
BAW
66061-2
4112/19 28
3.42 3.54
12.11
5.73
0.0%
45,970
3,800 1 3
BAW
66061-3
4/12/19 28
3.45 3.48
12.01
5.75
0.0%
45,480
3,790 1 3
BAW
66061-4
4/12/19 28
3.47 3.51
12.18
5.83
0.0%
45,500
3,740 1 3
BAW
`?
P.M. Review:
c�`
Date
Reviewed:
j
Lab Test Results
Lab Data Reviewed
A
1Z�c--
Conforming
X
By:
Date
Reviewed:
-g-
Non -Conforming
This information provided on this report is prepared for the exclusive use of the client. This report may not be reproduced in any formal without the written permission of the client and Krazan & Assoc.
Grout Report Effective Date: 410812009
W
GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING
CONSTRUCTION TESTING & INSPECTION
May 10, 2019
Accounts Payable
ADZAM INC. DBA DOUG'S MAZDA
22130 Hwy 99
Edmonds, WA 98026
RE: COMPRESSIVE STRENGTH TEST RESULTS
Doug's Lynnwood Mazda
22130 Hwy 99
Edmonds, Washington
KA No. 096-18279
Permit: BLD2017-1119
Enclosed are copies of the compressive strength test results for the above referenced project. If you have
any questions, or if we can be of further assistance, please do not hesitate to contact our office.
Respectfully submitted,
KRAZAN & ASSOCIATES, INC.
akt,-".
G.1
Corbett W. Mercer
Project Manager/Lab Manager
Pacific Northwest Division
C WM/]kj
CC: CITY OF EDMONDS (E-MAIL)
NED NELSON ARCHITECT (E-MAIL)
B&T ENGINEERING (E-MAIL)
WILCOX CONSTRUCTION (E-MAIL)
4303 198" Street SW, Lynnwood, Washington 98036 • (425) 485-5519 • FAX (425) 485-6837
With Offices Serving the Western United States
09618279 BRK
MKiGIzaa &Associate s,Inc.
Geotechnical Engineering . Environmental Engineering
Construction Testing and Inspection
Date: 4/11 /2019
Project #: 09618279
Project: Dou 's Lynnwood Mazda
Location: 22214 HWY 99, Edmonds, WA
KA P.M.: Corbett Mercer
MASONRY GROUT
REPORT #: 09618279MGRO41119-ZZ
Contractor: WILCOX
Permit #: BLD2017-1119
Inspector: Zelalem Zerihun
Jurisdiction: Citv of Edmonds
Weather: Cloudy Temp: 50 °
Field Data( GROUT
)
Supplier CADMAN Plant No.
34
Site Mix
Slump
Grout
Temp.
Air
Temp.
Max/Min
Temp.
Time
Truck#
Ticket #
% Air
(in.)
(F)
(F)
(F)
11:30
444
620571
9
56 °
50 °
Grout Box Used
Number of units used to form specimens
yes
4
Placement Area:
CMU top lifts @ D/5 5.9, 5.9/C — D, 5.9 — 7/C, 7/A — C, A/6 — 7,
elevator shaft top lift, and trash enclosure walls 6' high.
Remarks:
* Batch weights are within tolerances.
pment Numbers:
Inspector: Zelalem Zerihun
Reviewed By
Reported Batch Data
Mix No. 35MG708
Design Actual
Weights Weights
Cem.lbs.
658
F. Ash lbs.
C. agg. lbs. 1
821
C.agg. lbs. 2
C. agg. lbs. 3
Sand lbs.
1887
Water lbs.
425
Air Ent. (oz)
Other(oz)
Other(oz)
Other(oz)
Other(oz)
Water Added (gal.)
20
Field Test Methods
ASTM C143 ASTM C138
ASTM C1064 ASTM C173
ASTM C31 Other
ASTM C231
Laboratory Data Design Strength: 2000 Cd,) 28 days Date Specimens Redd.: 4/12/2019
Laboratory
Cyl.
Code
Test
Date
Age
Mid Pt.
Width
(in)
Height
(in)
Out of
Plumb
(%)
Section
Area
(sq. in)
Maximum
Load
(Ibs)
Comp.
Strength
(psi)
Test
Time
Set
#
Tested
By
Break
Type
Test Methods
ASTM C39
ASTM C109
66392-1
4/18/19
7
3.45/3.54
6.06
--
12.21
34430
2820
—
1
BAW
3
ASTM C617
ASTM C1019
Other
66392-2
5/9/19
28
3.52/3.59
6.24
--
12.64
51110
4040
--
1
BAW
3
66392-3
5/9119
28
3.48/3.51
6.27
--
12.21
48610
3980
--
1
BAW
3
66392-4
5/9/19
28
3.49/3.56
6.29
--
12.42
49890
4020
--
1
BAW
3
Test Results
Conforming
Remarks
Results Reviewed By
Codes for Break Types: E N M A I
1 2 3
Date Reviewed
Offices Serving The Western United States
Lynnwood (425) 485-5519 • Poulsbo (360) 598-2126 • Tacoma (253) 939-2500
Form 04103 Mimi- 10/3/2017
The inforl-tian provided on this report is prepared for the excursive use of the client, end may not bs reproduced in a. y formal whh°w few-ritten pem -ion of the diem end K— & A.—ieles. This report indicates our inspecmr's ob—im end testing results based on site conditions end
aomreetor activities This information is subject to review prior to first submittal. By signing this report, our inspector does rat eecepl responsibility for validity of results. The same information has been provided by others on site.
JE.� ..�..
■ m— -
Y
GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING
CONSTRUCTION TESTING & INSPECTION
May 31, 2019
Accounts Payable
ADZAM INC. DBA DOUG'S MAZDA
2213 0 Hwy 99
Edmonds, WA 98026
RE: COMPRESSIVE STRENGTH TEST RESULTS
Doug's Lynnwood Mazda
22130 Hwy 99
Edmonds, Washington
KA No. 096-18279
Permit: BLD2017-1119
Enclosed are copies of the compressive strength test results for the above referenced project. If you have
any questions, or if we can be of further assistance, please do not hesitate to contact our office.
Respectfully submitted,
KRAZAN & ASSOCIATES, INC.
� /� ..
CorbettQ
W. Mercer C
Project Manager/Lab Manager
Pacific Northwest Division
CWM/lkj
CC: CITY OF EDMONDS (E-MAIL)
NED NELSON ARCHITECT (E-MAIL)
B&T ENGINEERING (E-MAIL)
WILCOX CONSTRUCTION (E-MAIL)
4303 198" Street SW, Lynnwood, Washington 98036 • (425) 485-5519 • FAX (425) 485-6837
With Offices Serving the Western United States
09618279 BRK
Krazan and Associates, Inc. Cylinder Report Form 4303 198th Street SW
Lynnwood, WA 98036
Project No: 096-18279 Cylinder Code: 66854 Pour Date: 5/23119 Report No: 59237
Weather: Sunny _ Jurisdiction: City of Edmonds Permit No. BLD2017 1119
Project: Doug's Lynnwood Mazda Engineer: B&T Engineering
Location: 22130 Hwy 99 Architect: Ned Nelson Architect
Client: Adzam Inc. dba Dou 's Mazda Contractor: Wilcox Construction
Field Data
% Air (ASTM C-231)
Slump (ASTM C-143)
Making (ASTM C-31)
Inspector: Robert Smith
-- Temp. (ASTM C-1064)
5-1/2" Sampling (ASTM C-172)
X Unit Wt. (ASTM C-138)
Other
Field Notes:
Slab, 2nd floor SW side of site & stairs
Placed by pump
Please refer to Field Report No. 2340
Consolidation Method
Mechanical: X
Manual:
Laboratory Data
72
X
Field Test Results
Conforming X
Non -Conforming
Design Strength: 4,000 @ 28 days
Reported Batch Data
Batch Time:
11:47 AM
Sample Time:
12:30 PM
Truck #:
C 114
Ticket #:
223054
Design Wts.
Actual Wts.
Mix No. 026006C
026006C
Cem. (Ibs) 564
560
F. Ash (Ibs) --
--
Agg. 7/8" (Ibs) 1550
1540
Agg. PEA (Ibs) 300
298
Agg. 3 (Ibs) --
--
Sand (Ibs) 1500
1500
Water (Ibs) 250
238
Air Ent. (oz) --
--
MB POLY 997 (oz) 34.0
34.0
Other (oz) --
--
Other (oz) --
--
Other (oz) --
--
Water Added on Job (gal)
--
Supplier: Miles Sand & Gravel
Plant Number:
Site Mix:
Initial Curing Temps High -Low:
Ambient Air Temperature:
65
Load Size: 10
yds
Sample @ cy of
cy
Date Specimens Redd: 5/24/19
Cyl.
Test Field
Max.
Comp.
Code
Date Cure
Age Dimension Area
C.F. Load (Ibs)
Str. (psi) Set#
66854-1
5/30/19
7 4x8 12.57
1.0 56,790
4,520 1
66854-2
6/20/19
28 4x8
66854-3
6/20/19
28 4x8
66854-4
6/20/19
28 4x8
66854-5
H 4x8
P.M. Review:
U(JV4.11
Date Reviewed:
fvL"^'
Lab Data
Reviewed By:
Date Reviewed:
Break Tested Laboratory
Type By Test Methods
BAW 1 ASTM C39 X
ASTM C109
ASTM C617
ASTM C1231 X
ASTM C780
Other
Lab Test Results
Conforming _
Non -Conforming
This information provided on this report is prepared for the exclusive use of the client. This report may not be reproduced in any format without the written permission of the client and Krazan & Assoc.
Cylinder Report Effective Date: 4-08-2009
GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING
CONSTRUCTION TESTING & INSPECTION
June 12, 2019
Accounts Payable
ADZAM INC. DBA DOUG'S MAZDA
22130 Hwy 99
Edmonds, WA 98026
RE: COMPRESSIVE STRENGTH TEST RESULTS
Doug's Lynnwood Mazda
22130 Hwy 99
Edmonds, Washington
KA No. 096-18279
Permit: BLD2017-1119
Enclosed are copies of the compressive strength test results for the above referenced project. If you have
any questions, or if we can be of further assistance, please do not hesitate to contact our office.
Respectfully submitted,
KRAZAN & ASSOCIATES, INC.
910 ; I
Corbett W. ercer
Project Manager/Lab Manager
Pacific Northwest Division
CWM/Ikj
CC: CITY OF EDMONDS (E-MAIL)
NED NELSON ARCHITECT (E-MAIL)
B&T ENGINEERING (E-MAIL)
WILCOX CONSTRUCTION (E-MAIL)
4303 198" Street SW, Lynnwood, Washington 98036 • (425) 485-5519 • FAX (425) 485-6837
With Offices Serving the Western United States
09618279 BRK
mr!!dK-azan&Associates, Inc.
Geotechnical Engineering • Environmental Engineering
Construction Testing and Inspection
DATE: 5/31 /2019
PROJECT #: 09618279
PROJECT: Douc;'s Lynnwood Mazda
LOCATION: 22214 Hwv 99, Lynnwood, WA
KA P.M.: Corbett Mercer
CONCRETE
REPORT NO.: n9618279cRn53119-77
CONTRACTOR: WILCOX
PERMIT #: BLD2017-1119
INSPECTOR: Zelalem Zerihun
JURISDICTION: City of Lynnwood
WEATHER: P. Cloudy TEMP: 60's
Field Data
Concrete: Yes Other:
Supplier: FMILES _� Plant No. Site Mix:
Slump Mix Air Unit
Time Truck # Ticket # % Air Inch Temp (F) Temp (F) Weight
6:30 1 C 115 1 223496 1 5 1 70 ° 1 60 °
Location:
Placement Area
Retaining wall foundation at NE corner of the site <100'
Remarks: Batch weights are within tolerances
Please Refer To Field Repot Number: 9618279DFR5312019ZZ
Inspector: I Z. Z.
Reported Batch DATA
Cement Type Ill I
Design Actual
Mix No. 0255AC
Cam. Lbs. 517
F. Ash lbs.
C. Agg. Lbs 1650
C. Agg. Lbs 300
C. Agg. Lbs
Sand Is 1340
Water 267
Admixture 16oz
Admixture
Admixture
Air Ent.
1.8oz
( oZ t avi >
Water Added On Job Site
(Gals.) 15
Field Test
ASTM Method
C143 C138
C1064 C173
C31 Other
Laboratory Data Design Strength: E:� 4000 @ 28 days I Date Specimens Rec'd: 1 6/3/2019
Cyl.
Code
Test
Date
Field
Cure
Age
Dia.
Area
Wt.
#
Max
Load
Comp.
Strength
Set
#
Tested
By
Brk
Typ
Test Method
ASTM C39
66946-1
6/7/19
7
4.00
12.57
--
42310
3370
1
BAW
2
ASTM C109
66946-2
6128/19
28
ASTM C617
66946-3
6128/19
28
ASTM C1231
66946-4
6/28/19
28
ASTM C1019
F]
66946-5
H
OTHER
Test Results
Remarks:
Results Reviewed By: Date:
J ._.
Codes for Break Types: E L
1 2 3 4 5 6
Offices Serving The Western United States
Concrete Report Effective 10/3/2017
Lynnwood (425) 485-5519 • Poulsbo (360) 598-2126 • Tacoma (253) 939-2500
The informatlon provided on We report is prepared fertheexalmWe use of the opera, and may not be reproduced Inaryformat wdheut the written perrlaslon oftheollem and x h&Associau:s. This report lndlcetesour lnspectersobceivaLion and testing hautts shed an si[econdltlons
and oontrecterectivilies. This inlormaliar.ls eubJed b review prior m flnl submittal. By algning this report, our inspector tlose not accept responsiblllty for validtty of results, The same im mration has been provided ey othere en aft.
tea. -,.rim
s s ...•y
GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING
CONSTRUCTION TESTING & INSPECTION
June 25, 2019
Accounts Payable
ADZAM INC. DBA DOUG'S MAZDA
22130 Hwy 99
Edmonds, WA 98026
RE: COMPRESSIVE STRENGTH TEST RESULTS
Doug's Lynnwood Mazda
22130 Hwy 99
Edmonds, Washington
KA No. 096-18279
Permit: BLD2017-1119
Enclosed are copies of the compressive strength test results for the above referenced project. If you have
any questions, or if we can be of further assistance, please do not hesitate to contact our office.
Respectfully submitted,
KRAZAN & ASSOCIATES, INC.
"R
Corbett W. Mercer
Project Manager/Lab Manager
Pacific Northwest Division
CWNVlkj
CC: CITY OF EDMONDS (E-MAIL)
NED NELSON ARCHITECT (E-MAIL)
B&T ENGINEERING (E-MAIL)
WILCOX CONSTRUCTION (E-MAIL)
4303 19811 Street SW, Lynnwood, Washington 98036 • (425) 485-5519 • FAX (425) 485-6837
With Offices Serving the Western United States
09618279 BRK
Krazan and Associates, Inc. Cylinder Report Form 4303 198th Street SW
Lynnwood, WA 98036
Project No: 096-18279 Cylinder Code: 66854
Weather: Sunny Jurisdiction: City, of Edmonds
Project: Doug's Lynnwood Mazda
Location: 22130 Hwy 99
Client: Adzam Inc. dba Doug's Mazda
Pour Date: 5/23/19 Report No: 59237
Permit No. BLD2017 1119
Engineer: B&T Engineering
Architect: Ned Nelson Architect
Contractor: Wilcox Construction
Field Data
Reported Batch Data
% Air (ASTM C-231) --
Temp. (ASTM C-1064)
72
Batch Time: 11:47 AM
Slump (ASTM C-143) 5-1/2"
Sampling (ASTM C-172)
X
Sample Time: 12:30 PM
Making (ASTM C-31) X
Unit Wt. (ASTM C-138)
--
Truck #: C114
Other
--
Ticket #: 223054
Inspector: Robert Smith
Design Wts. Actual Wts.
Mix No. 026006C
026006C
Field Notes:
Cem. (Ibs) 564
560
Slab, 2nd floor SW side of site & stairs
F. Ash (Ibs) --
--
Agg. 7/8" (Ibs) 1550
1540
Agg. PEA (Ibs) 300
298
Agg. 3 (Ibs) --
--
Sand (Ibs) 1500
1500
Placed by pump
Water (Ibs) 250
238
Air Ent. (oz) --
--
MB POLY 997 (oz) 34.0
34.0
Other (oz) --
--
Other(oz) --
--
Other (oz) --
--
Water Added on Job (gal)
--
Please refer to Field Report No. 2340
Supplier: Miles Sand & Gravel
Plant Number:
Site Mix:
Initial Curing Temps High -Low:
Consolidation Method
Field Test Results
Ambient Air Temperature: 65
Mechanical: X
Conforming
X
Load Size: 10 yds
Manual:
Non -Conforming
Sample @ cy of cy
Laboratory Data
Design Strength: 4,000
@ 28 days
Date Specimens Rec'd: 5/24/19
Cyl. Test Field
Max.
Comp. Break Tested Laboratory
Code Date Cure Age Dimension
Area C.F.
Load (Ibs)
Str. (psi) Set# Type By Test Methods
66854-1 5/30/19 7
4x8 12.57 1.0
56,790
4,520 1 BAW 1 ASTM C39 X
66854-2 6/20/19 28
4x8 12.57 1.0
75,260
5,990 1 BAW 1 ASTM C109
66854-3 6/20/19 28
4x8 12.57 1.0
74,740
5,950 1 BAW 1 ASTM C617
66854-4 6/20/19 28
4x8 12.57 1.0
72,920
5,800 1 BAW 1 ASTM C1231 X
66854-5 6/20/19 28
4x8 12.57 1.0
73,320
5,830 1 BAW 1 ASTM C780
Other
P.M. Review: ,/�/(/�.- Date
Reviewed:& - Z S- -kcl Lab Test Results
Lab Data
1
Conforming X
�'2b
Reviewed By:
Date
Reviewed:
l Non -Conforming
This information provided on this report is prepared for the exclusive use of the client. This report may not be reproduced in any format without the written permission of the client and Krazan & Assoc.
Cylinder Report Effective Date: 4-08-2009
MoroL
1<1QL;an&Associates, Inc.
Geotechnical Engineering • Environmental Engineering
Construction Testing and Inspection
DATE: 6/14/2019
PROJECT* 09618279
PROJECT: Doug's Lynnwood Mazda
LOCATION: 22214 Hwy 99
KA P.M.: Corbett Mercer
CONCRETE
REPORT NO.: n41t1R979r Rnr1A19-WR
CONTRACTOR: Wilcox
PERMIT #: BLD 2017-1119
INSPECTOR: William Bui
JURISDICTION: Lynnwood
WEATHER: Cloudy TEMP: 67 °
Field Data
Concrete: _ X Other:
Supplier: Mlles Plant No. I Site Mix:
Slump Mix Air Unit
Time Truck # Ticket# %Air Inch Temp (F) Temp (F) Weight
1 3: 25 pm, C 182 1 224298 1 3.7 _ 4.8 1 73 ° 1 67 °
Location:
stem walls
Placement Area
Remarks:
Please Refer To Field Repot Number: 09618279DFR61419-WB
Inspector: William Bui
Reported Batch DATA
Cement Type
Design Actual
Mix No. 0255ACI 0255AC
Cam, Lbs. 517 520
F. Ash lbs.
C. Agg. Lbs 1550 1541
C. Agg. Lbs 300 295
C. Agg. Lbs
Sand Ibs 1340 1331
Water 315 gI 278
Admixture
Admixture 16 Oz 16
Admixture
Air Ent. 1.8 OZ 1.8
(oz/cm.)
Water Added On Job Site
(Gals.) 5 gl
Field Test
ASTM Method
C172
C143 C138
C1064 C231
C31 H Other
t
Laboratory Data Design Strength: 4000 :w 28 days Date Specimens Rec'd: 6/17/2019
Cyl.
Code
Test
Date
Field
Cure
Age
Dia.
Area
Wt.
#
Max
Load
Comp. ITSetTested
Strength
By
Brk
Typ
Test Method
ASTM C39
67105-1
6/21119
7
4.00
12.57
--
42420
3370
1
BAW
2
ASTM C109
67105-2
7/12/19
28
ASTM C617
ASTM C1231
67105-3
7/12/19
128
1
67105--4
7112/19
28
ASTM C1019
OTHER
67105-5
H
Test Results
Remarks:
Results Reviewed By:
Date:
. Z —t'-1
Codes for Break Types:
1
2
3
4
5
6
Offices Serving The Western United States
Concrete Report Effective 02/22/2018
Lynnwood (425) 485-5519 as Poulsbo (360) 598-2126 • Tacoma (253) 939-2500
The lMamretion provided on this report is prepared for the enWive use of the clent, and may r*t be reproduced many forme without the -I ten pennilmlon of the client and K-,, B Associates. This report lntllutee our impectoors dxervatlon and testing results cased.n aria conQtIon.
and contractor acltvltiac This infornmtion is subject to review prior to final submittal. By signing this mourt, our inspector does not accept nespaneibiltty for validity of results. The same information has been provided by others on site.
CAM.o
-� & ASSOCIATES IN
GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING
CONSTRUCTION TESTING & INSPECTION
July 2, 2019
Accounts Payable
ADZAM INC. DBA DOUG'S MAZDA
22130 Hwy 99
Edmonds, WA 98026
RE: COMPRESSIVE STRENGTH TEST RESULTS
Doug's Lynnwood Mazda
22130 Hwy 99
Edmonds, Washington
KA No. 096-18279
Permit: BLD2017-1119
Enclosed are copies of the compressive strength test results for the above referenced project. If you have
any questions, or if we can be of further assistance, please do not hesitate to contact our office.
Respectfully submitted,
KRAZAN & ASSOCIATES, INC.
?orbk. Mercer
Project Manager/Lab Manager
Pacific Northwest Division
CWM/]kj
CC: CITY OF EDMONDS (E-MAIL)
NED NELSON ARCHITECT (E-MAIL)
B&T ENGINEERING (E-MAIL)
WILCOX CONSTRUCTION (E-MAIL)
4303 198" Street SW, Lynnwood, Washington 98036 • (425) 485-5519 • FAX (425) 485-6837
With Offices Serving the Western United States
09618279 HRK
- Krazan& Ass ociate s,Inc.
Geotechnical Engineering • Environmental Engineering
Construction Testing and Inspection
PROJECT #: 09618279
PROJECT: Doug's Lynnwood Mazda
LOCATION: 22214 Hwy 99, Lynnwood, WA
KA P.M.: Corbett Mercer
CONCRETE
REPORT NO.: o9618279CR053119-ZZ
CONTRACTOR: WILCOX
PERMIT M BLD2017-1119
INSPECTOR: Zelalem Zerihun
JURISDICTION: City of Lynnwood _
WEATHER: P. Cloudy TEMP: 60's
Field Data
Concrete: Yes Other:
Supplier: MILES Plant No. Site Mix:
Slump Mix Air Unit
Time Truck # Ticket # % Air Inch Temp (F) Temp (F) Weight
6:30 C115 223496 5 T 70 ° 1 60 °
Location:
Placement Area
Retaining wall foundation at NE corner of the site <100'
Remarks: * Batch weights are within tolerances
Please Refer To Field Repot Number: 9618279DFR5312019ZZ
Inspector: I Z. Z. 1
Reported Batch DATA
Cement Type I!I I
Mix No.
cent. Lbs.
F. Ash lbs.
C. Agg. Lbs
C. Agg. Lbs
C. Agg. Lbs
sand Ibs
Water
Admixture
Design
Actual
0255AC
517
1650
300
1340
267
160z
Air Ent. 1.80z
(ozl owl.)
Water Added On Job Site
(Gals.) 15
Field Test
ASTM Method
C143 C138
C1064 C173
C31 Other
Laboratory Data Design Strength: 1 4000 @ 28 days Date Specimens Rec'd: [ 6/3/2019
Cyl.
Code
Test
Date
Field
Cure
Age
Dia.
Area
Wt.
#
Max
Load
Comp.
Strength
Set
#
Tested
By
Birk I
Typ
Test Method
ASTM C39
66946-1
6/7/19
7
4.00
12.57
--
42310
3370
1
BAW
2
ASTM C109
66946-2
6/28/19
28
4.00
12.57
--
53830
4280
1
BAW
2
ASTM C617
66946-3
6/28/19
28
4.00
1 12.57
--
52750
4200
1
1 BAW
2
ASTM C1231
ASTM C1019
OTHER
66946-4
6/28/19
28
4.00
12.57
--
51550
4100
1
BAW
2
66946-516/28/191
28
4.00
12.57
--
51950
4130
1
1 BAW
2
Test Results
Remarks: Conforming
Results Reviewed By: ,�_ Date: —7.e2--(
Codes for Break Types:
Concrele Report
1 1 2 I 3 1 4 I 5 1 6
Offices Serving The Western United States
Effective 10/3/2017
Lynnwood (425) 485-5519 • Poulsbo (360) 598-2126 • Tacoma (253) 939-2500
The Information proridad on this report is Prepared for the excluspw use of the di and may not too reproduced In any format wthclient
md the written permission of the and l4emAssociates. This S AssoThis report indicates our Inspector's oi,sa ion end testing resuts based on ate corrdtions
and contractor sctivNes. Ttfl mfmma .. Is subject to renew prior to gmal submittal. By signing this report, our inspector does not accept responsibility for wlidity of resuts. The same information has been proAded by dhers on site.
=� _ & ASSOCIATES, INC.
GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING
CONSTRUCTION TESTING & INSPECTION
July 15, 2019
Accounts Payable
ADZAM INC. DBA DOUG'S MAZDA
22130 Hwy 99
Edmonds, WA 98026
RE: COMPRESSIVE STRENGTH TEST RESULTS
Doug's Lynnwood Mazda
22130 Hwy 99
Edmonds, Washington
KA No. 096-18279
Permit: BLD2017-1119
Enclosed are copies of the compressive strength test results for the above referenced project. If you have
any questions, or if we can be of further assistance, please do not hesitate to contact our office.
Respectfully submitted,
KRAZAN & ASSOCIATES, INC.
Forett W. Mercer
Project Manager/Lab Manager
Pacific Northwest Division
C WM/lkj
CC: CITY OF EDMONDS (E-MAIL)
NED NELSON ARCHITECT (E-MAIL)
B&T ENGINEERING (E-MAIL)
WILCOX CONSTRUCTION (E-MAIL)
4303 198" Street SW, Lynnwood, Washington 98036 • (425) 485-5519 • FAX (425) 485-6837
With Offices Serving the Western United States
09618279 BRK
-■�LGiLG�<1&Associate s, Inc.
Geotechnical Engineering • Environmental Engineering
Construction Testing and Inspection
DATE: 6/14/2019
PROJECT #: 09618279
PROJECT: Doug's Lynnwood Mazda
LOCATION: 22214 Hwy 99 _
KA P.M.: Corbett Mercer
CONCRETE
REPORT NO.: n961R279CRn61619_WR
CONTRACTOR: Wilcox
PERMIT #: BLD 2017-1119
INSPECTOR: William Bui
JURISDICTION: Lynnwood
WEATHER: Cloudy TEMP: 67 °
Field Data
Concrete: X Other:I
Supplier: Mlles Plant No. Site Mix:
Slump Mix Air Unit
Time Truck # Ticket # % Air Inch Temp (F) Temp (F) Weight
3: 25 pm C 182 224298 3.7
Location:
stem walls
Placement Area
Remarks:
Please Refer To Field Repot Number: 09618279DFR61419-WB
Inspector :1 William Bui
Reported Batch DATA
Cement Type
Design Actual
Mix No. 0255AC 0255AC
Cam. Lbs. 517 520
R Ash lbs.
C. Agg. Lbs 1550 1541
C. Agg. Lbs 300 295
C. Agg. Lbs
Sand Ibs 1340 1331
Water 315 gi 278
Admixture
Admixture 16 Oz 16
Admixture
Air Ent. 1.8 Oz 1.8
(czl cwt.)
Water Added On Job Site
(Gals.) 5 gl
Field Test
ASTM Method
C172
C143 C138
C1064 C231
C31 Other
Laboratory Data
Design Strength:
4000..2 28 days
Date Specimens Rec'd: 1 6/17/2019
Cyl.
Code
Test
Date
Field
Cure
Age
Dia.
Area
Wt.
#
Max
Load
Comp.
Strength
Set
#
Tested
By
Brk
Typ
Test Method
ASTM C39
67105-1
6/21/19
7
4.00
12.57
--
42420
3370
1
BAW
2
ASTM C109
67105-2
7/12/19
28
4.00
12.57
--
50990
4060
1
BAW
2
ASTM C617
67105-3
7/12/19
28
4.00
1
12.57
--
50400
4010
1
BAW
2
ASTM C1231
67105-4
7/12/19
28
4.00
12.57
--
50550
4020
1
BAW
2
ASTM C1019
67105-5
7/12/19
28
4.00
12.57
--
50750
4040
1
BAW
2
OTHER
Test Results
Remarks:1
Results Reviewed By:
Codes for Break Types: Al
1
2
3
Date:
LLL 4 777
5
Conforming
6
Offices Serving The Western United States
Concrete Report Effective 02/22/2018
Lynnwood (425) 485-5519 • Poulsbo (360) 598-2126 • Tacoma (253) 939-2500
The Information provided on this report is prepared for the eadusive use of the client. and may no', be reproduced In any former without the written permission If the client and K sen a Associates. This report Indicates our inspaGars nbeervatlon and testing results Weed on site conditions
and contractor adlvitles. This lnfarmarion is subject to review prior ta final submittal, By signing this report, our inapeetor does not accept responsibility for v,Iidfy of results, The same information has been provided by others an she.
& ASSOCIATES, INC.
GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING
CONSTRUCTION TESTING & INSPECTION
September 27, 2018
Accounts Payable
ADZAM INC. DBA DOUG'S MAZDA
22130 Hwy 99
Edmonds, WA 98026
RE: COMPRESSIVE STRENGTH TEST RESULTS
Doug's Lynnwood Mazda
22214 Hwy 99
Edmonds, Washington
KA No. 096-18279
Permit: BLD2017-1119
Enclosed are copies of the compressive strength test results for the above referenced project. If you have
any questions, or if we can be of further assistance, please do not hesitate to contact our office.
Respectfully submitted,
KRAZAN & ASSOCIATES, INC.
Ia / C,
Corbett W. Mercer
Project Manager/Lab Manager
Pacific Northwest Division
CVONIki
CC: CITY OF EDMONDS (E-MAIL)
NED NELSON ARCHITECT (E-MAIL)
B&T ENGINEERING (E-MAIL)
WILCOX CONSTRUCTION (E-MAIL)
4303 198" Street SW, Lynnwood, Washington 98036 • (425) 485-5519 • FAX (425) 485-6837
With Offices Serving the Western United States
09618279 BRK.doc
---(r0JZan&Ass ociate s, Inc.
Geotechnical Engineering • Environmental Engineering
Construction Testing and Inspection
DATE: 9/18/2018
PROJECT* 09618279
PROJECT: Doug's Lynnwood Mazda
LOCATION: 22214 Hwy 99
KA P.M.: Corbett Mercer
CONCRETE
REPORT NO.: 09618279CR091818-W13 -1
CONTRACTOR: Wilcox
PERMIT #: BLD 2017-1119
INSPECTOR: William Bui
JURISDICTION: Edmonds
WEATHER: Cloudv
Field Data
Concrete: Other:
Supplier: Mlles I Plant No. Site Mix:
Slump Mix Air Unit
Time Truck # Ticket # % Air Inch Temp (F) Temp (F) Weight
9: 15 1 C 055 1 212258 n/a 6 1 63 ° 1 51 °
Location:
Placement Area
Detention vault + elevator footing
Remarks:
Please Refer To Field Repot Number: 09618279DFR91818-WB
Inspector : I William Bui
Offices Serving The Western United States
TEMP: 51 °
Reported Batch DATA
Cement Type I/II 1
Design Actual
Mix No. 025506C
tern. Lbs. 517 517
F. Ash lbs.
C. Agg. Lbs 1550 1541
C. Agg. Lbs 300 295
C. Agg. Lbs
Sand lbs 1510 1499
water 310 01 279
1 31 Oz 1 31 1
Air Ent.
(ozIcwt.)
Water Added On Job Site
(Gals.) 15 gl
Field Test
ASTM Method
C172
C143
7
C138
C1064
7
C231
C31
7
Other
Concrete Report Effective 02122/2018
Lynnwood (425) 485-5519 • Poulsbo (360) 598-2126 • Tacoma (253) 939-2500
The information provided on this report is prepared for the exclusive use of the client, and may not be reproduced In any fort wftho it the written permission of the client and K—n 8 Associates. This report indicates our inspector's obsenalian anti testilg rewlts based on site ccrltldians
and contractor aetivi ies. This information is subject to review prior to final submittal. By signing this report, our Inspector does not accept responsibility for validity or results_ The same information has been provided by others on sbe.
=- Krazan&Associate s,Inc.
Geotechnical Engineering - Environmental Engineering
Construction Testing and Inspection
DATE: 9/18/2018
PROJECT* 09618279
PROJECT: Doug's Lynnwood Mazda
LOCATION: 22214 Hwy 99
KA P.M.: Corbett Mercer
CONCRETE
REPORT NO.: n9618279CRn91818-WIR -2
CONTRACTOR: Wilcox
PERMIT* BLD 2017-1119
INSPECTOR: William Bui
JURISDICTION: Edmonds
WEATHER: Cloudy TEMP: 55 °
Field Data
Concrete: Other:
Supplier: Mlles Plant No. Site Mix:
Slump Mix Air Unit
Time Truck # Ticket # % Air Inch Temp (F) Temp (F) Weight
11: 05 1 C 185 1 212280 n/a 1 6 1 66 ° 1 55 °
Location:
Placement Area
Detention vault + elevator footing
Remarks:
Please Refer To Field Repot Number: 09618279DFR91818-WB
Inspector :1 William Bui
Reported Batch DATA
Cement Type
Design Actual
Mix No. 025506C
Cam. Lbs. 517 512
F. Ash lbs.
C. Agg. Lbs 1550 1540
C. Agg. Lbs 300 295
C. Agg. Lbs
Sand Ibs 1510 1499
Water 31091 279
Admixture
Admixture Admixture 31 Oz 31
Air Ent.
( Oz / cm, )
Water Added On Job Site
(Gals.) 15 gl
Field Test
ASTM Method
C172
C143 7 C138
C1064 C231
C31 Other
Laboratory Data Design Strength: 4000 @ 28 days I Date Specimens Rec'd: 1 9/19/2018
Cyl.
Code
Test
Date
Field
Cure
Age
l Dia.
Area
Wt.
#
Max
Load
Comp.
Strength
Set
#
Tested
By
Brk
Typ
Test Method
ASTM C39
ASTM C109
ASTM C617
STM C1231
ASTM C1019
OTHER
64308-1
9/25/18
7
4.00
12.57
--
52870
4210
2
BAW
2
64308-2
10/16/18
28
2
64308-3
10/16/18
28
1
2
1
64308-4
10/16/18
28
2
64308-5
H
2
Test Results
Remarks:
Results Reviewed By: I
Date:
.. Z
Codes for Break Types:
1
c
2
R
3
�
i
4
5
6
Offices Serving The Western United States
Concrete Report Effective 0212212018
Lynnwood (425) 485-5519 - Poulsbo (360) 598-2126 - Tacoma (253) 939-2500
The infarmatbn providetl on This report is preparetl ferthe exclusive use of the ct", antl may not be sp-luced in an/format whhout the wdben permissicn of Ihs client aM Krean 8 Associates. This report IMiosdm our inspectors observor on and testing results baser) on site wrMi ions
and corar ac ractothilles. This Information is subject fo review prnrto final submittal. By signing this report, our insped,r does not accept responsibility for validity of results. The same Infomiatlon has been pmvidad by others on sae.
& ASSOCIATES, INC.
GEOTECHNICAL ENGINEERING . ENVIRONMENTAL ENGINEERING
CONSTRUCTION TESTING & INSPECTION
October 18, 2018
Accounts Payable
ADZAM INC. DBA DOUG'S MAZDA
22130 Hwy 99
Edmonds, WA 98026
RE: COMPRESSIVE STRENGTH TEST RESULTS
Doug's Lynnwood Mazda
22214 Hwy 99
Edmonds, Washington
KA No. 096-18279
Permit: BLD2017-1119
Enclosed are copies of the compressive strength test results for the above referenced project. If you have
any questions, or if we can be of further assistance, please do not hesitate to contact our office.
Corbett
Project o
C WNVlkj
TES, INC.
,ab Manager
Division
CC: CITY OF EDNIONDS (E-MAIL)
NED NELSON ARCHITECT (E-MAIL)
BELT ENGINEERING (E-MAIL)
WILCOX CONSTRUCTION (E-MAIL)
4303 19811 Street SW, Lynnwood, Washington 98036 • (425) 485-5519 • FAX (425) 485-6837
With Offices Serving the Western United States
09618279 BRK.doc
__Krazx I&Associates, Inc.
Geotechnical Engineering • Environmental Engineering
Construction Testing and Inspection
DATE: 10/4/2018
PROJECT #: 09618279
PROJECT: Doug Lynnwood Mazda _
LOCATION: 22214 Hiw_ay 99 _
KA P.M.: Jeff Mercer
Field Data
Concrete: 025506C Other:
CONCRETE
REPORT NO.: 09618279CR100418-JA -1
CONTRACTOR: WILCOX
PERMIT #: BLD 2017 1119
INSPECTOR: Joseph Aranas
JURISDICTION: City of Edmonds
WEATHER: Partly Cloudy TEMP: 45 °
Supplier: MILES SAND & GRAVEL f Plant No. . Site Mix:
Slump Mix Air Unit
Time Truck# Ticket# %Air Inch Temp (F) Temp (F) Weight
. 7:58 1 C082 111703 5 52 ° 1 45 °
Location:
Vault Wall
Placement Area
Remarks: Place in a pump and Boom. Mechanically Consolidated.
Admixture:MB POLY 997
Please Refer To Field Repot Number:
Inspector Joseph Aranas
Reported Batch DATA
Cement Type
Actual
Mix No. UZbbUbl: UZbbUb
Cem. Lbs, 517 515
F. Ash lbs.
C. Agg. Lbs 7/e#571550 1540
C. Agg. Lbs PEA#8 300 296
C. Agg. Lbs
Sand lbs 1510 1504
Water 258 258
Admixture31 Oz 31 oz
Air Ent.
(�ZI awl.)
Water Added On Job Site
(Gals.) 19
Field Test
ASTM Method
C172
C143
H
C138
C1064
C231
C31
Other
Laboratory Data Design Strength: 4000 @ 28 days Date Specimens Rec'd: 10/9/2018
Cyl.
Code
Test
Date
Field
Cure
Age
Dia.
Area
Wt.
#
Max
Load
Comp.
Strength
Set
#
Tested
By
Brk
Typ
Test Method
ASTM C39
64524-1
10/11/18
7
4.00
12.57
--
53750
4280
1
BAW
1
ASTM C109
64524-2
1111/18
28
1
ASTM C617
64524-3
11/l/18
28
1
ASTM C1231
64524-4
11/1/18
28
1
ASTM C1019
64524-5
H
1
OTHER
Test Results
Remarks:
Results Reviewed By:
Date:
Codes for Break Types:
1
2
3
4
71
5 6
Offices Serving The Western United States
Concrete Report Effective 0212212018
Lynnwood (425) 485-5519 • Poulsbo (360) 598-2126 • Tacoma (253) 939-2500
Ths inf—ti.n provldet-this repo" is prepared for the exclusive use of the client, end may not be reproduced in any fonnotwtthout the~ pennsslon of the clieMand Waeen B Associates. This nifnl lMkatecour inspectors observation and testing results based on site cool ons
end -natter activities. This Inf.—.tin is -bled to review prior to final submittal, By slgning this report, our Inspector does not accept reapo,Mbility for validity of results. The same information has been provided by dhors on, site.
mill i"M
�i .razoui&Associates,Inc.
Geotechnical Engineering • Environmental Engineering
Construction Testing and Inspection
DATE: 10/4/2018
PROJECT* 09618279
PROJECT: Doug Lynnwood Mazda _
LOCATION: 22214 Hiway 99
KA P.M.: Jeff Mercer
Field Data
Concrete: 025506C Other:
CONCRETE
REPORT NO.: 09618279CR100418-JA -2
CONTRACTOR: WILCOX
PERMIT #: BLD 2017 1119
INSPECTOR: Joseph Aranas
JURISDICTION: Ci of Edmonds
WEATHER: Partly Cloudy TEMP: 48 °
Supplier: MILES SAND & GRAVELI Plant No. Site Mix:
Slump Mix Air Unit
Time Truck # Ticket # % Air Inch Temp (F) Temp (F) Weight
9:46 1 C141 i 111715 1 j 5_1 54 ° 1 48 °
Location
Vault Wall
Placement Area
Remarks: Place in a pump and boom. Mechanically Consolidated.
Admixture: MB POLY 997
Please Refer To Field Repot Number:
Inspector: I Joseph Ara as 7-71
Reported Batch DATA
Cement Type I/II
Design Actual
Mix No. 025506C 025506C
Cem. Lbs. 517 520
F. Ash lbs.
C. Agg. Lbs 7ren57 1550 1556
C. Agg. Lbs PEAK 300 296
C. Agg. Lbs
sand Ibs 1510 1506
Water 258 258
Admixture 31 oz 31 oz
Admixture
Admixture
Air Ent.
(oz / avt. )
Water Added On Job Site
(Gals.)
Field Test
ASTM Method
C 172
C143 C138
C1064 C231
C31 H Other
Laboratory Data Design Strength: 4000 @ 28 days Date Specimens Rec'd: 10/9/2018
Cyl.
Code
Test
Date
Field
Cure
Age
Dia.
Area
Wt.
#
Max
Load
Comp.
Strength
Set
#
Tested
By
Brk
Typ
Test Method
ASTM C39
64525-1
10/11/18
7
4.00
12.57
--
50230
4000
2
BAW
1
ASTM C109
ASTM C617
ASTM C1231
ASTM C1019
OTHER
64525-2
11/1/18
28
2
64525-3
11/1/18
128
1
2
64525-4
11/1/18
28
2
64525-5
H
2
Test Results
Remarks:
Results Reviewed By:j
Date:
Ij
Codes for Break Types:
YP
l
1
2
t ��
J°.1
3
(
4
} I
L
5
6
Offices Serving The Western United States
Concrete Report Effective 02122/2018
Lynnwood (425) 485-5519 • Poulsbo (360) 598-2126 • Tacoma (253) 939-2500
The information provided on this report is prepared forihe exclusive use of the client, and may rwf be reproduced in any former without the written permission of the client and 14aaen & Associates. This report indicates our Inspector's observation and tenting resuga based on sRe conditions
and contractoraetivitles. This Infernagon a mblect to revie v prior to Mal submittal. By signing this repa:, our Inspector does nor accept responsibility for valldily oinsects. The same information has been pronded by othm m sfte.
Kral &Associates,Inc.
Geotechnical Engineering • Environmental Engineering
Construction Testing and Inspection
DATE: 10/4/2018
PROJECT #: 09618279
PROJECT: Doug Lynnwood Mazda
LOCATION: 22214 Hiway 99
KA P.M.: Jeff Mercer
Field Data
Concrete: 0255AC Other:
CONCRETE
REPORT NO.: 09618279CR100418-JA -3
CONTRACTOR: WILCOX
PERMIT #:
INSPECTOR: Joseph Aranas
JURISDICTION:
WEATHER: Partly Cloudy
Supplier: `MILES SAND & GRAVEL PlantNo.l 1 Site mix:
Slump Mix Air Unit
Time Truck # Ticket # % Air Inch Temp (F) Temp (F) Weight
L 11:00 [ C 138 1 111727 6 4 55 ° 50 °
Location
Placement Area
• Spread footing grid line @ 2/B,C, 3/B,C,D,F, 4/B,C,D,E,F.
• Continuous footing grid line @ 1-5/A,1/A-F,2-4/F-F3,4-6/F3,5/C-F3
• Combine footing 3-3.5/E.
Remarks: Place in a pump and Boom. Mechanically Consolidated.
Admixture:MB POLY 997,MBAE90
Please Refer To Field Repot Number:
Inspector: I Joseph Aranas
TEMP: 50 °
Reported Batch DATA
Cement Type 1
1/11
Design
Actual
Mix No.
0255AC
0255AC
Cem. Lbs.
517
515
F. Ash lbs.
C. Agg. Lbs
7/8#57 1550
1550
C. Agg. Lbs
PEAK 300
297
C. Agg. Lbs
Sand Ibs
1340
2333
Water
267
267
Admixture
170Z
17oz
Air Ent. 2 20oz 2.20oz
(OZ/Cwt.)
Water Added On Job Site
(Gals.)
Field Test
ASTM Method
C172
C143
N
C138
C1064
C231
C31
Other
Laboratory Data Design Strength: 3000 @ 28 days I Date Specimens Rec'd: 1 10/9/2018
Cyl.
Code
Test
Date I
Field
Cure
Age
Dia.
Area
wt.
#
Max
Load
Comp.
Strength
Set
#
Tested
By
Brk
Typ
Test Method
ASTM C39
ASTM C109
64526-1
10/11/18
7
4.00
12.57
--
50820
4040
2
BAW
1
64526-2
11/1/18
28
2
ASTM C617
ASTM C1231
ASTM C 1019
OTHER
64526-3
11/1/18
28
2
64526-4
11 /1 /18
28
2
64526-5
H
2
Test Results
Remarks:
Results Reviewed By:
Date:
Ir
Codes for Break Types:
I.
1 2
3 4
5
6
Offices Serving The Western United States
Concrete Report Effective 02/22/2018
Lynnwood (425) 485-5519 • Poulsbo (360) 598-2126 • Tacoma (253) 939-2500
The information provided on this report is preparedfor the excivalve use of the client, and may not be reproduced in any`ormetwlthout the witten permission of the olientand Wamn 8 Associates. This report Indicates our inspectersobservefion and leimg resufts based on she conaNws
end contractor actwhes. This information Is sutyset to review prior to final submittal. ey signing this report. our Inspector doas not accept responsibility for validity of results. The same intonation has been provided by others on site.
�KrQzan&Ass ociate s, Inc.
Geotechnical Engineering • Environmental Engineering
Construction Testing and Inspection
DATE: 9/18/2018
PROJECT #: 09618279
PROJECT: Dou 's Lynnwood Mazda
LOCATION: 22214 Hwy 99
KA P.M.: Corbett Mercer
CONCRETE
REPORT NO.: n9R1R279CR091R1R_WR _1
CONTRACTOR: Wilcox
PERMIT #: BLD 2017-1119
INSPECTOR: William Bui
JURISDICTION: Edmonds
WEATHER: Cloudv TEMP: 51 °
Field Data
Concrete: Other:
Supplier: Mlles _ Plant No. Site Mix:
Slump Mix Air Unit
Time Truck # Ticket# %Air Inch Temp (F) Temp (F) Weight
9: 15 1 C 055 1 212258 n/a 1 6 63 ° 51 °
Location:
Placement Area
Detention vault + elevator footing
Remarks:
Please Refer To Field Repot Number: 09618279DFR91818-WB
Inspector:1 William Bui j
Reported Batch DATA
Cement Type Ill I
Design Actual
Mix No, 025506C
Cem. Lbs, 517 517
F. Ash lbs.
C. Agg. Lbs 1550 1541
C. Agg. Lbs 300 295
C. Agg. Lbs
Send lbs 1510 1499
Water 310 ql 279
Admixture 31 Oz 31
Air Ent.
( oz / cwt. )
Water Added On Job Site
(Gals.) 15 gl
Field Test
ASTM Method
C172
C143
H
C138
C1064
C231
C31
Other
Laboratory Data Design Strength: E 4000 g 28 days Date Specimens Rec'd: 9/19/2018
Cyl.
Code
Test
Date
Field
Cure
Age
Dia.
Area
Wt.
#
Max
Load
j Comp.
Strength
Set
#
Tested
By
Brk
Typ
Test Method
ASTM C39
64307-1
9/25/18
7
4.00
12.57
—
60600
4820
1
BAW
2
ASTM C109
ASTM C617
64307-2
10/16/18
28
4.00
12.57
--
73060
5810
1
BAW
2
64307-3
10/16/18
28
4.00
12.57
—
73490
5850
1
BAW
2
ASTM C1231
64307-4
10/16/181
28
4.00
12.57
--
73370
5840
1
BAW
2
ASTM C1019
OTHER
64307-5
10/16/181
28
4.00
12.57
--
73520
5850
1
BAW
2
Concrete Report
Test Results
Remarks: Conforming
Results Reviewed By: Date:
III 71
Codes for Break Types:AL ✓ �, ^isV i
1 2 3 4 L� 5 6
Offices Serving The Western United States
Effective 02/22/2018
Lynnwood (425) 485-5519 • Poulsbo (360) 598-2126 • Tacoma (253) 939-2500
The information provided on Na report is prepared for the exclusive use of the client, and may not be reproduced In em/ format wRhgfl Me wrRter. permission of the chard and Kramn 8 Associates. This report IMkates our Inspedor5 obwrvalicn and testing resulhr band on site—difions
and contractor activities. This information Is subject to revi-f dmto final submdtel. By signing Nis report, our Inspector does not accept responsibllity forwiidity of resuhs. The, same information has been provided by others an site.
AIV
.-OKrazamAssociates, Inc.
Geotechnical Engineering • Environmental Engineering
Construction Testing and Inspection
DATE: 9/18/2018
PROJECT #: 09618279
PROJECT: Doug's Lynnwood Mazda
LOCATION: 22214 Hwy 99
KA P.M.: Corbett Mercer
Field Data
Concrete: Other:
CONCRETE
REPORT NO.: 0961827SCRO91818-WB -2
CONTRACTOR: Wilcox
PERMIT #: BLD 2017-1119
INSPECTOR: William Bui
JURISDICTION: Edmonds
WEATHER: Cloud
Supplier: Miles Plant No. Site Mix:
Slump Mix Air Unit
Time Truck # Ticket # % Air Inch Temp (F) Temp (F) Weight
11: 05 C 185 1 212280 n/a 6 j 66 - 1 55 - I f
Location:
Placement Area
Detention vault + elevator footing
Remarks:
Please Refer To Field Repot Number: 09618279DFR91818-WB
Inspector : i William Bui
TEMP: 55
Reported Batch DATA
Cement Type
Design Actual
Mix No. 025506C
Cem. Lbs. 517 512
F. Ash lbs.
C. Agg. Lbs 1550 1540
C. Agg. Lbs 300 295
C. Agg. Lbs
Sand lbs 1510 1499
Water 31091 279
Admixture
Admixture
Admixture 31 Oz 31
Air Ent.
( oz l cwt. )
Water Added On Job Site
(Gals.) 15 gl
Field Test
ASTM Method
C172
C143 C138
C1064 C231
C31 H Other
Laboratory Data Design Strength:[__..40OU 28 days Date Specimens Rec'd: �911912018j
Cyl.
Code
Test
Date
Field I
Cure
Age
Dia.
Area
Wt.
#
Max
Load
Comp.
Strength
Set
#
Tested
By
Brk
Typ
Test Method
ASTM C39
ASTM C109
ASTM C617
ASTM C1231
ASTM C1019
OTHER
64308-1
9/25/18
7
4.00
12.57
--
52870
4210
2
BAW
2
64308-2
10/16/18
28
4.00
12.57
--
66920
5320
2
BAW
2
64308-3
10/16/18
1 28
4.00
1 12.57
--
67120
1 5340
2
BAW
2
64308-4
10/16/18
128
4.00
1 12.57
--
67390
5360
2
BAW
2
64308-510/16/18
28
4.00
12.57
--
67630
5380
2
BAW
2
Test Results
Conforming
Remarks:
Results Reviewed By:
Date:
L
Codes for Break Types:
1
2
3
4
5
�6
Offices Serving The Western United States
Concrete Report Effective 02/22/2018
Lynnwood (425) 485-5519 • Poulsbo (360) 598-2126 • Tacoma (253) 939-2500
The intamannn provided on this report is prepared W the exclusive use of the client, and may not be reproduced in any tormat vAthmul the written permission of the dient and Krumn & Associates. This report Indloafes our irepechx's steamboat and Iwting results based on site oondlions
antl oonfreclor activiliss. This Information is subject W review prior to final submittal. By signing this report, our Inspector does not accept responsibllity for validity of results. The same information has been provided byoUv on s .
'aZan & ASSOCIATES, INC.
GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING
CONSTRUCTION TESTING & INSPECTION
November 2, 2018
Accounts Payable
ADZAM INC. DBA DOUG'S MAZDA
22130 Hwy 99
Edmonds, WA 98026
RE: COMPRESSIVE STRENGTH TEST RESULTS
Doug's Lynnwood Mazda
22214 Hwy 99
Edmonds, Washington
KA No. 096-18279
Permit: BLD2017-1119
Enclosed are copies of the compressive strength test results for the above referenced project. If you have
any questions, or if we can be of further assistance, please do not hesitate to contact our office.
Respectfully submitted,
KRAZAN & ASSOCIATES, INC.
4A
rett W.Mercer
Project Manager/Lab Manager
Pacific Northwest Division
C WNVlkj
CC: CITY OF EDMONDS (E-MAIL.)
NED NELSON ARCHITECT (E-MAIL)
B8&T ENGINEERING (E-MAIL)
WILCOX CONSTRUCTION (E-MAIL)
4303 1981" Street SW, Lynnwood, Washington 98036 • (425) 485-5519 • FAX (425) 485-6837
With Offices Serving the Western United States
09618279 BRK.doc
aZl&Associates, Inc.
Geotechnical Engineering • Environmental Engineering
Construction Testing and Inspection
DATE: 10/4/2018
PROJECT #: 09618279
PROJECT: Doug's Lynnwood Mazda
LOCATION: 22214 Highway 99
KA P.M.: Corbett Mercer
Field Data
Concrete: 025506C Other:
CONCRETE
REPORT NO.: 09618279CR100418-JA -1
CONTRACTOR: WILCOX
PERMIT #: BLD 2017-1119
INSPECTOR: Joseph Aranas _
JURISDICTION: City of Edmonds
WEATHER: Partly Cloudy TEMP: 45 °
Supplier: I MILES SAND & GRAVEL Plant No. Site Mix:
Slump Mix Air Unit
Time Truck # Ticket # % Air Inch Temp (F) Temp (F) Weight
7:58 C082 111703 5 1 52 ° 1 45 0
Location:
Vault Wall
Placement Area
Remarks: Place in a pump and Boom. Mechanically Consolidated.
Admixture:MB POLY 997
Please Refer To Field Repot Number:
Inspector: I Joseph Aranas
Reported Batch DATA
Cement Type Ill I
Actual
Mix No. I UZbbUt% ULbbUI
Cem. Lbs. 1 517 1 515
F. Ash lbs.
C. Agg. Lbs 7/U57 155a 1540
C. Agg. Lbs PEA#8 3001 296
C. Agg. Lbs
Sand Ibs 1510 1504
Water 258. 258
Admixture 31 oz 31 oz
Air Ent.
(Oz/c t.)
Water Added On Job Site
(Gals.) 19
Field Test
ASTM Method
C 172
C143
H
C138
C1064
C231
C31
Other
Laboratory Data Design Strength:] 4000 w 28 days Date Specimens Rec'd: 10/9/2018
Cyl.
Code
Test
Date
Field
Cure
Dia.
Area
Wt.
#
Max
Load
Comp.
Strength
Set
#
Tested
By
Brk
Typ
Test Method
ASTM C39
64524-1
10/11/18
4.00
12.57
--
53750
4280
1
BAW
1
ASTM C109
64524-2
11/1/18
281814.00
12.57
--
68480
5450
1
BAW
2
ASTM C617
ASTM C1231
1 ASTM C 1019
64524-3
11/l/18
1 28
4.00
12.57
—
68650
5460
1
BAW
2
64524-4
11/1/18
28
4.00
12.57
--
68780
5470
1
BAW
12
64524-5
11/1/18
28
4.00
1 12.57
--
68570
5460
1
BAW
12
1 OTHER
Test Results
Remarks:
Results Reviewed By:
Date:
.. Y (
Conforming
Codes for Break Types:
`
L t ✓
1
ri..
t
2
1�f4
3
(((�
4
{�{
5
6
Offices Serving The Western United States
Concrete Report Effective 0212212018
Lynnwood (425) 485-5519 • Poulsbo (360) 598-2126 • Tacoma (253) 939-2500
Theinfonnallwprovkedanthl. report is prepared for the exclusive use of the client• and may not be reproduced In any fo—d wlthoulthe written permission of the diets and lQemn B Associates. This report indicates our inspectors observation and testing results based waft codbom
and contractor a.is. This information Is subject to review prior to final submittal. By agning this report, our Impactor does not accept resporrsibility furvelkily of results. The same in%a ion has been provided by adhere on slte.
--=t razan&Associates,Inc.
Geotechnical Engineering • Environmental Engineering
Construction Testing and Inspection
DATE: 10/4/2018
PROJECT #: 09618279
PROJECT: Doug's Lynnwood Mazda_ _
LOCATION: 22214 Highway 99
KA P.M.: Corbett Mercer
Field Data
Concrete: 025506C Other:
CONCRETE
REPORT NO.: 09618279CR100418-JA -2
CONTRACTOR: WILCOX
PERMIT* BLD 2017-1119
INSPECTOR: Joseph Aranas _
JURISDICTION: City of Edmonds
WEATHER: Partly Cloudy TEMP: 48 °
Supplier: MILES SAND & GRAVELS Plant No. j Site Mix:
Slump Mix Air Unit
Time Truck # Ticket # % Air Inch Temp (F) Temp (F) Weight
9:46 1 C 141 1 111715 1 5 1 54 ° 1 48 °
Location:
Vault Wall
Placement Area
Remarks: Place in a pump and boom. Mechanically Consolidated.
Admixture: MB POLY 997
Please Refer To Field Repot Number:
Inspector: I Joseph Aranas
Reported Batch DATA
Cement Type
n Actual
Mix No. I UL55Utj U255U(
Cam. Lbs.1 517 1 520
F. Ash lbs.
C. Agg. Lbs 7/8#57 1550 1556
C. Agg. Lbsj PEA#8 3ool 296
C. Agg. Lbs
Sand Ibs 1510 1506
water 258 258
Admixture 31 oz 31 oz
Air Ent.
(oz/CWt.)
Water Added On Job Site
(Gals.)
Field Test
ASTM Method
C172
C143
H
C138
C1064
C231
C31
Other
Laboratory Data Design Strength:! 4000 28 days j Date Specimens Rec'd: 1 10/9/2018
Cyl.
Code
I Test
Date
Field
Cure
Age
Dia.
Area
wt.
#
Max
Load
Comp.
Strength
Set
#
Tested
By
Birk
Typ
Test Method
ASTM C39
ASTM C109
ASTM C617
ASTM C1231
64525-1
10/11/18
7
4.00
12.57
--
50230
4000
2
BAW
1
64525-2
11/1/18
28
4.00 1
12.57
--
63290
5040
2
BAW
1
64525-3
11/1/18
28
4.00
12.57
--
63630
5060
2
BAW
1
64525-4
11/1/18
28
4.00
12.57
--
63560
5060
2
BAW
1
ASTM C1019
OTHER
64525-511/1/18
28
4.00
12.57
--
63740
5070
2
BAW
1
Test Results
Remark;:7
Results Reviewed By:
Date:
Conforming
Codes for Break Types:L
�
1
rrr'
2
� •ll
3
4
5
6
Offices Serving The Western United States
Concrete Report Effective 021222018
Lynnwood (425) 485-5519 • Poulsbo (360) 598-2126 • Tacoma (253) 939-2500
The information provided on this report is prepared for the evalusive use of the client, and may not be reproduced in any formatvAhori the written permission of Me cllerdand lPzan B Associates. This report indicatesourinap 1W observation and testing results based on sfte condNms
and contractor activities. This informadon is sutlect to review prior to flrai s ornihd. By signing this report, our inspector does not accept reaponsibllity ter valldlty of results. The same inknnad n has been provided byathen: on ehe.
�KI'aZan & A s s o c i a t e s, I n c.
Geotechnical Engineering • Environmental Engineering
Construction Testing and Inspection
DATE: 10/4/2018
PROJECT #: 09618279
PROJECT: Dou 's Lynnwood Mazda
LOCATION: 22214 Highway 99
KA P.M.: Corbett Mercer
Field Data
Concrete: 0255AC Other:
CONCRETE
REPORT NO.: 0961827SCR100418JA -3
CONTRACTOR: WILCOX
PERMIT #: BLD2017-1119
INSPECTOR: Joseph Aranas
JURISDICTION: _C� of Edmonds
WEATHER: Partly Cloudy TEMP: 50 °
Supplierl MILES SAND & GRAVELI Plant No. Site Mix:
Slump Mix Air Unit
Time Truck# Ticket# %Air Inch Temp (F) Temp (F) Weight
11:00 _ C 138 j 111727 J 6 1 4 j 55 ° 1 50 °
Location:
Placement Area
• Spread footing grid line @ 2/B,C, 3/B,C,D,F, 4/B,C,D,E,F.
• Continuous footing grid line @ 1-5/A,1/A-F,2-4/F-F3,4-6/F3,5/C-F3
• Combine footing 3-3.5/E.
Remarks: Place in a pump and Boom. Mechanically Consolidated.
Admixture:MB POLY 997,MBAE90
Please Refer To Field Repot Number:
Inspector. I Joseph Aranas
Reported Batch DATA
Cement Type I/ll
Design Actual
Mix No. I 0255AC I 0255AC
Cern-Lbs.1 517 1 515
F. Ash lbs.
C. Agg. Lbs 7/8#57 1550 1550
C. Agg. Lbs PEA#8 300 297
C. Agg. Lbs
Sand Ibs 1340 2333
Water 267 267
ldmixture 17oz 17oz
Air Ent. 12 20OZ 12.20OZ
( Oz / cvtrt. )
Water Added On Job Site
(Gals.)
Field Test
ASTM Method
C 172
C143
H
C138
C1064
C231
C31
Other
Laboratory Data Design Strength: 3000 @ 28 days Date Specimens Rec'd: 10/9/2018
Cyl.
Code
Test
Date
Field
Cure
Age
Dia.
Area
wt.
#
Max
Load
Comp.
Strength
Set
#
Tested
By
Brk
Typ
Test Method
ASTM C39
64526-1
10/11/18
7
4.00
12.57
--
50820
4040
2
BAW
1
ASTM C109
ASTM C617
ASTM C1231
ASTM C1019
OTHER
64526-2
11 /1 /18
28
4.00
12.57
--
62800
5000
2
BAW
1
64526-3
11/1/18
28
4.00
12.57
--
62560
4980
2
1 BAW
1
64526-4
11/1118
28
4.00
12.57
--
62400
4960
2
BAW
1
64526-5
11/1/18
L 28
4.00
12.57
--
62740
4990
2
BAW
1
Test Results
Conforming
Remarks:
Results Reviewed By:
Date:
_
Codes for Break Types:v,)
1
2
i
3
4
--�
L ll i�
5
LL
6
Offices Serving The Western United States
Concrete Report Effective 02122/2018
Lynnwood (425) 485-5519 • Poulsbo (360) 598-2126 • Tacoma (253) 939-2500
The information provided on this report is preparedfor the exclusive use of the client, and may not be reproduced in any format arimmall the Written permission of the client and Kr ns Assooiales. This report indicates our Inspectors obsevalion and testing resuls based on rile conditions
end conbactoractitdties. This information is subject to review prior to final submittal. By signing this report, our inspectordoes not accept responsibilhy for valldfiy of results. The same informs im hes been provided by others on ails.
GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING
CONSTRUCTION TESTING & INSPECTION
November 20, 2018
Accounts Payable
ADZAM INC. DBA DOUG'S MAZDA
22130 Hwy 99
Edmonds, WA 98026
RE: COMPRESSIVE STRENGTH TEST RESULTS
Doug's Lynnwood Mazda
22214 Hwy 99
Edmonds, Washington
KA No. 096-18279
Permit: BLD2017-1119
Enclosed are copies of the compressive strength test results for the above referenced project. If you have
any questions, or if we can be of further assistance, please do not hesitate to contact our office.
Respectfully submitted,
KRAZAN & ASSOCIATES, INC.
C-
orbett W. Mercer
Project Manager/Lab Manager
Pacific Northwest Division
CWM/lkj
CC: CITY OF EDMONDS (E-MAIL)
NED NELSON ARCHITECT (E-MAIL)
B&T ENGINEERING (E-MAIL)
WILCOX CONSTRUCTION (E-MAIL)
4303 198" Street SW, Lynnwood, Washington 98036 • (425) 485-5519 • FAX (425) 485-6837
With Offices Serving the Western United States
09618279 BRK
AQL�an Associates,lnc.
Geotechnical Engineering • Environmental Engineering
Construction Testing and Inspection
DATE: 10/22/2018
PROJECT #: 09618279
PROJECT: Doug's Lynnwood Mazda
LOCATION: 22214 Hwy 99
KA P.M.: Corbett Mercer
CONCRETE
REPORT NO.: noaia��or_aim��n_ewT
CONTRACTOR: Concrete Structures NW, LLC
PERMIT #: BLD2017-1119
INSPECTOR: Christopher Wilson/Tuven Tran
JURISDICTION: City of Edmonds
WEATHER: Partly Cloudv TEMP: 49 °
Field Data
Concrete: 025506C Other:
Supplier: MILES SAND & GRAVEL Plant No. Site Mix:
Slump Mix Air Unit
Time Truck # Ticket # % Air Inch Temp (F) Temp (F) Weight
[_2:25pml C187 1 614083 1 5 62 ° 1 49 °
Location:
Placement Area
Footing along line 5 from A to F3
Remarks: The concrete was placed by using a pump truck and was
mechanically vibrated for the method of consolidation. Included in
the concrete mix was #57 (7/8"), PEA#8, SAND CLASS 2, M8 POLY
997, Cement type 1-11, and water.
Please Refer To Field Repot Number: 0961 8279DFR1 0222018CWT. DOC
Inspector : Chris Wilson / Tuyen Train
Laboratory Data Design Strength: 1 3000 psi @ 28 days
Cyl.
Code
Test
Date
Field
Cure
Age
Dia.
Area
Wt.
#
Max
Load
Comp.
Strengtl
64753-1
10/29/18
7
4.00
12.57
--
61570
4900
64753-2
11 /19118
28
4.00
12.57
--
75040
5970
64753-311/19/18
28
4.00
12.57
--
76470
6080
64753-4
11/19/181
28
4.00
12.57
--
76300
5990
64753-5
11/19/181
1281
4.00
12.57
--
75160
5980
Remarks:
Codes for Break Types:
Concrete Report
By:
Reported Batch DATA
Cement Type
Design Actual
Mix No. 025506C 025506C
Cem. Lbs. 517 515
F. Ash lbs.
C. Agg. Lbs (7/8)1550 1546
C. Agg. Lbs (PEA) 300 300
C. Agg. Lbs
Sand lbs (loss 2) tsto 1508
water 31 ql 19.3 gl
Admixture (POLY) 31 Oz 30.8 oz
Admixture
Admixture
Alr Ent
( oz / cwt. )
Water Added On Job Site
(Gals.) 10
Field Test
ASTM Method
C172
C143 C138
C1064 C231
C31 I Other
Date Specimens Rec'd: f 10/23/2018
Set Tested Brk
# BY I TYF
1 BAW 2
1 BAW 1
1 BAW 1
1 BAW 1
1 BAW 1
1 1 2 1 3 1 4 I u5
Offices Serving The Western United States
ASTM C39
ASTM C109
ASTM C617
ASTM C1231
ASTM C1019
OTHER
6
Test Results
Conforming
Effective 02/22/2018
Lynnwood (425) 485-5519 • Poulsbo (360) 598-2126 • Tacoma (253) 939-2500
The infonnati.lo—ided onthisrepcd is prepared for theewl—e use of the client, and may not be reproduced in any format without the written permission of the client and Kraaan B Associates. This report indicates our inspectors obswdlon and testing results based on site conditionsand can tractor acdvttles. This IMametim is subject b review prbr b f d wbmitbl. 9Ysigning ttris rappt our inapeda does nM accept raspmsibiliryfa Widliy M results. The same iMam m has been Ixovided byothera m d .
GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING
CONSTRUCTION TESTING & INSPECTION
December 6, 2018
Accounts Payable
ADZAM INC. DBA DOUG'S MAZDA
22130 Hwy 99
Edmonds, WA 98026
RE: COMPRESSIVE STRENGTH TEST RESULTS
Doug's Lynnwood Mazda
22214 Hwy 99
Edmonds, Washington
KA No. 096-18279
Permit: BLD2017-1119
Enclosed are copies of the compressive strength test results for the above referenced project. If you have
any questions, or if we can be of further assistance, please do not hesitate to contact our office.
Respectfully submitted,
KRAZAN & ASSOCIATES, INC.
Q(ki)L (--
Corbett W. Mercer
Project Manager/Lab Manager
Pacific Northwest Division
C WM/lkj
CC: CITY OF EDMONDS (E-MAIL)
NED NELSON ARCHITECT (E-MAIL)
B&T ENGINEERING (E-MAIL)
WILCOX CONSTRUCTION (E-MAIL)
4303 19811 Street SW, Lynnwood, Washington 98036 • (425) 485-5519 • FAX (425) 485-6837
With Offices Serving the Western United States
09618279 BRK
...!-d KfsaZan & A s s o c i a t e s, Inc.
Geotechnical Engineering • Environmental Engineering
Construction Testing and Inspection
DATE: 11 /7/2018
PROJECT* 09618279
PROJECT: Dou 's Lynnwood Mazda
LOCATION: 2214 Hwy 99
KA P.M.: Jeff Mercer
CONCRETE
REPORT NO.: 09R1A979CR11f171R_SR
CONTRACTOR: Wilcox Construction
PERMIT #: BLD2017 1119
INSPECTOR: Susheel Sharma
JURISDICTION: City of Edmonds
WEATHER: Partly Cloudy
Field Data
Concrete: X Other: L
Supplier: MILES Plant No. X Site Mix:
Slump Mix Air Unit
Time Truck # Ticket # % Air Inch Temp (F) Temp (F) Weight
12:30 1 183 1 214782 1
Placement Area
Location: Concrete was poured on wall of the building.
Grid 1 to 5 through Grid A to F3.
Remarks: The contractor placed the concrete by pump and was mechanically
consolidated and screed. Total 140 yd3 was casted which is a
coloured one. One set of (5: 1- 7 days , 3-28 days and 1 Hold ) 4X8
cylinder were made.
Please Refer To Field Repot Number: 09618279DFR11072018SS
Inspector: I Susheel Sharma
TEMP: 50 °
Reported Batch DATA
Cement Type
Design Actual
Mix No. 0255AC 0255AC
Cam. Lbs. 517 516
F. Ash lbs.
C. Agg. Lbs #57 1550 1544
C. Agg. Lbs #8 300 296
C. Agg. Lbs
Sand Ibs 1340 1329
Water 267 246
Admixture 17 17
Admixture
Admixture
Air Ent. 2.2 2.1
(oz / cm.)
Water Added On Job Site
(Gals.) 1 15
Field Test
ASTM Method
C172
C143 C138
C1064 C231
C31 H Other
Laboratory Data Design Strength: 3000 @ 28 days Date Specimens Rec'd: , 11/8/21
Cyl. Test Field Wt. Max Comp. Set Tested Brk Test Method
Code Date Cure Age Dia. Area # Load Strength # By Typ ASTM C39
64929-1 11/14/18 7 4.00 12.57 -- 51660 4110 1 BAW 1 ASTM C109
64929-2 12/5/18 28 4.00 12.57 -- 59460 4730 1 BAW 1 ASTM C617
64929-3 12/5/18 28 4.00 12.57 -- 58450 4650 1 BAW 1 ASTM C1231
64929-4 12/5/18 28 4.00 12.57 -- 60080 4780 1 BAW 1 ASTM C1019
64929-5 12/5/18 28 4.00 12.57 -- 59200 4710 1 BAW 1 OTHER
EE L --
Test Results
Remarks:
Results Reviewed By: Date:
Conforming
j
Codes for Break Types: Ell Y �
1 2 3 4 5 6
Offices Serving The Western United States
Concrete Report
Effective 02/2212018
Lynnwood (425) 485-5519 • Poulsbo (360) 598-2126 as Tacoma (253) 939-2500
The Intormetbn pmided on this report is prepared for the aKclusive — of the client, and may not be reproduced in any format without the wdltm permission of the client and Wazan 8 Associates. This report indicates our Inspedcr's observation and lasting results based on afe conditions
and contractor actlMles. This information is subject to review prat to foal audmi8el. By signing this report, our inspector does not accept responsibility for validity of results. The same informellon has been provided by others on site.
AN
GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING
CONSTRUCTION TESTING & INSPECTION
December 13, 2018
Accounts Payable
ADZAM INC. DBA DOUG'S MAZDA
22130 Hwy 99
Edmonds, WA 98026
RE: COMPRESSIVE STRENGTH TEST RESULTS
Doug's Lynnwood Mazda
22214 Hwy 99
Edmonds, Washington
KA No. 096-18279
Permit: BLD2017-1119
Enclosed are copies of the compressive strength test results for the above referenced project. If you have
any questions, or if we can be of further assistance, please do not hesitate to contact our office.
Respectfully submitted,
KRAZAN & ASSOCIATES, INC.
f �A JJ,, - �,
Corbett W. Mercer
Project Manager/Lab Manager
Pacific Northwest Division
CWM/lkj
CC: CITY OF EDMONDS (E-MAIL)
NED NELSON ARCHITECT (E-MAIL)
B&T ENGINEERING (E-MAIL)
WILCOX CONSTRUCTION (E-MAIL)
4303 19811 Street SW, Lynnwood, Washington 98036 • (425) 485-5519 • FAX (425) 485-6837
With Offices Serving the Western United States
09618279 BRK
JIM
KIaZM& Ass oci ate s, I nc.
Geotechnical Engineering . Environmental Engineering
Construction Testing and Inspection
DATE: 12/3/2018
PROJECT #: 09618279
PROJECT: Doug's Lynnwood Mazda _
LOCATION: 2214 Hwy 99
KA P.M.: Corbett Mercer
CONCRETE
REPORT NO.: 09618279CR120318-SS -1
CONTRACTOR: Wilcox Construction_
PERMIT* BLD2017 1119
INSPECTOR: Susheel Sharma
JURISDICTION: City of Edmonds _
WEATHER: Partly Cloudy TEMP
Field Data
Concrete: X Other: F-
Supplier: MILES Plant No. L X Site Mix:
Slump Mix Air Unit
Time Truck # Ticket # % Air Inch Temp (F) Temp (F) Weight
6:33 1 C115 1 215864 1 7 1/4 60 ° 35 °
Placement Area
Location: Concrete was poured on wall of the foundation slab of building.
Grid 1 to 5 through Grid A to F.3
Remarks: The contractor placed the concrete by pump and was mechanically
consolidated and screed. Total 170 yd' was casted which is a
coloured one. One set of (5: 1- 7 days , 3-28 days and 1 Hold ) 4X8
cylinder were made.
Please Refer To Field Repot Number: 09618279DFR12032018SS
Inspector :
Susheel Sharma
35 °
Reported Batch DATA
Cement Type
Design Actual
Mix No. 18400F6 18400F6
Cam. Lbs. 450 451
F. Ash lbs. 70 73
C. Agg. Lbs #571650 1650
C. Agg. Lbs #8 200 196
C. Agg. Lbs
Sand Ibs 1490 1475
Water 258 259
Admixture 31 31
Air Ent.
(oz / cWt. )
Water Added On Job Site
(Gals.) 10
Field Test
ASTM Method
C172
C143
I
C138
C1064
C231
C31
Other
Laboratory Data Design Strength: 3000 @ 28 days Date Specimens Rec'd: 12/4/2018
Cyl.
Code
Test
Date
Field
Cure
Age
Dia.
Area
Wt.
#
Max
Load
Comp.
Strength
Set
#
Tested
By
Brk
Typ
Test Method
ASTM C39
ASTM C109
65156-1
12/10/18
7
4.00
12.57
--
45460
3620
1
BAW
1
65156-2
12/31/18
28
ASTM C617
ASTM C1231
ASTM C 1019
65156-3
12/31/18
28
65156-4
12/31/18
28
65156-5
H
OTHER
Remarks:
Results Reviewed By: rM t
��I Date:
Codes for Break Types: j
I
1 5
1 2 3 4 5 6
Offices Serving The Western United States
Concrete Report
Test Results
Effective 02/22/2018
Lynnwood (425) 485-5519 • Poulsbo (360) 598-2126 • Tacoma (253) 939-2500
The Information provided on this raped is prepared f, the escl,,we use of fhe client, and may ,the reproduced in any formal without the ymiten permisslon of the clent and Krseen H Assoclates. This report Indicates our inspect,', abseryation old testing results based on site condbions
and contractor activities. This Information is subject to review prior to final submittal. By slgniig Ihls report, our inspeclor does not accept responsibillty for validity of results. The same Information has been provided byethera on sde.
IMAM
?�=' 1 K1 aan8iAssociates,Incc
Geotechnical Engineering • Environmental Engineering
Construction Testing and Inspection
DATE: 12/3/2018
PROJECT #: 09618279
PROJECT: Dou 's Lynnwood Mazda
LOCATION: 2214 Hwy 99
KA P.M.: Corbett Mercer
CONCRETE
REPORT NO.: 09618279CR120318-SS -2
CONTRACTOR: Wilcox Construction
PERMIT #: BLD2017 1119
INSPECTOR: Susheel Sharma
JURISDICTION: City of Edmonds
WEATHER: Partly Cloudy TEMP: 35 °
Field Data
Concrete: X Other:
Supplier: MILES Plant No.l X Site Mix:
Slump Mix Air Unit
Time Truck # Ticket # % Air Inch Temp (F) Temp (F) Weight
9:40 1 C184 1 215889 7 1 64 ° 35 °
Location:
Placement Area
Concrete was poured on wall of the foundation slab of building.
Grid 1 to 5 through Grid A to F.3
Remarks: The contractor placed the concrete by pump and was mechanically
consolidated and screed. Total 170 yd3 was casted which is a
coloured one. One set of (5: 1- 7 days , 3-28 days and 1 Hold ) 4X8
cylinder were made.
Please Refer To Field Repot Number: 09618279DFR12032018SS
Inspector: Susheel Sharma 1
Reported Batch DATA
Cement Type
Design Actual
Mix No. 18400F6 18400F6
Cam. Lbs. 450 446
F. Ash Ibs. 70 69
C. Agg, Lbs #57 1650 1644
C. Agg, Lbs #8 200 198
C. Agg. Lbs
sane ibs 1490 1484
Water 258 259
Admixture 31 31
Air Ent.
(oz / cwt. )
Water Added On Job Site
(Gals.) 1
Field Test
ASTM Method
C172
C143
7
C138
C1064
C231
C31
Other
Laboratory Data Design Strength: 1 3000 @ 28 days ] Date Specimens Rec'd: 1 12/4/2018
Cyl.
Code
Test
Date
Field
Cure
Age
Dia.
Area
Wt.
#
Max
Load
Comp.
Strength
Set
#
Tested
By
Brk
Typ
Test Method
ASTM C39
65156-1
12/10/18
7
4.00
12.57
--
48920
3890
2
BAW
1
ASTM C109
65156-2
12/31/18
28
ASTM C617
65156-3
12/31/18
28
ASTM C1231
65156-4
12/31/18
28
ASTM C 1019
65156-5
H
OTHER
Remarks:
Results Reviewed By: JUDate: —(
N
!Codes for Break Types:x0 ." P ) '�i� 11
L9
1 2 3 4 5 6
Offices Serving The Western United States
Concrete Report
Test Results
Effective 0212212018
Lynnwood (425) 485-5519 • Poulsbo (360) 598-2126 • Tacoma (253) 939-2500
The Information provided on this mood is prepared for the exclusive use of the ciisnt, and may not be reproduced in any format wrthoul the written pemllssion of the client and K— B Aasooiates. This report indlcatea our inspeclMs observation and testing results based on site eanditions
and contractor activPJes. This Information Is subject to review prior to final submittal By signing this mpod, our inspector does not accept responsibility for validity of results. The same information has been pmvided by others on she.
Irs &ASSOCIATES INC.
GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING
CONSTRUCTION TESTING & INSPECTION
December 17, 2018
Accounts Payable
ADZAM INC. DBA DOUG'S MAZDA
22130 Hwy 99
Edmonds, WA 98026
RE: COMPRESSIVE STRENGTH TEST RESULTS
Doug's Lynnwood Mazda
22214 Hwy 99
Edmonds, Washington
KA No. 096-18279
Permit: BLD2017-1119
Enclosed are copies of the compressive strength test results for the above referenced project. If you have
any questions, or if we can be of further assistance, please do not hesitate to contact our office.
Respectfully submitted,
KRAZAN & ASSOCIATES, INC.
Corbett W. Mercer
Project Manager/Lab Manager
Pacific Northwest Division
C WM/]kj
CC: CITY OF EDMONDS (E-MAIL)
NED NELSON ARCHITECT (E-MAIL)
B&T ENGINEERING (E-MAIL)
WILCOX CONSTRUCTION (E-MAIL)
4303 198" Street SW, Lynnwood, Washington 98036 • (425) 485-5519 • FAX (425) 485-6837
Willi Offices Serving the Western United States
09618279 BRK
K1az;an&Ass ociate Sir Inc.
Geotechnical Engineering • Environmental Engineering
Construction Testing and Inspection
DATE: 12/6/2018
PROJECT #: 09618279
PROJECT: Dou 's Lynnwood Mazda
LOCATION: T2214 Hwy 99, Edmonds
KA P.M.: Corbett Mercer
CONCRETE
REPORT NO.: 09618279CR120618-YA -1
CONTRACTOR: Wilcox
PERMIT #: BLD2017 1119
INSPECTOR: Yosief Abraha
JURISDICTION: Edmonds
WEATHER: cloudy
Field Data
Concrete: x _ 1 Other:
Supplier: MILES Plant No. 125 Site Mix:
Slump Mix Air Unit
Time Truck # Ticket # % Air Inch Temp (F) Temp (F) Weight
2:00 1 C084 1 216116 1 6 1 60 ° 1 38 ° F j
Location:
Placement Area
Wall (main level @ grid 5/C-D) and Footing (main level at grid D/5.5-
6)
Remarks: The contractor placed the concrete using a pump truck and
mechanical vibrator was used for consolidation.
Please Refer To Field Repot Number: 09618279DFR1262018YA
Inspector:1 Yosief Abraha
TEMP: 38 °
Reported Batch DATA
Cement Type
Design
Actual
Mix No..18400F6
.184001`6
Gem. Les. 450
450
F. Ash lbs. 70
69
C, Agg. Lbs 7/8 1650
1644
C. Agg. Lbs 3/8 200
196
C. Agg. Lbs
Sand Ibs 1490
1481
Water 31 l
29 I
Admixture MB POLY 31oz
29oz
Air Ent.
(Oz/cwt.)
Water Added On Job Site
(Gals.) 10
Field Test
ASTM Method
C172
C143
C138
C1064
C231
C31
Other
Laboratory Data Design Strength:1 3000psi @ 28 days I Date Specimens Rec'd: 1 12/7/2018
Cyl.
Code
I Test
Date
Field
Cure
Age
Dia.
Area
Wt.
#
Max
Load
Comp.
Strength
Set
#
Tested
By
Brk
Typ
Test Method
ASTM C39
ASTM C109
65201-1
12/13/18
7
4.00
12.57
--
50540
4020
1
BAW
2
65201-2
1/3119
28
ASTM C617
ASTM C1231
65201-3
1/3/19
28
65201-4
1/3/19
281
ASTM C1019
I OTHER
65201-5
H
I
Remarks: f
Results Reviewed
Codes for Break Types:
Concrete Report
1- 1 2 1 "3" 1 `4
Offices Serving The Western United States
Test Results
Tt—�, j
0 �
Li5 6
Effective 02/22/2018
Lynnwood (425) 485-5519 • Poulsbo (360) 598-2126 • Tacoma (253) 939-2500
The information provided on this report is prsoared 'or the —imim use of the client, and may not be reproduced in any format without the written permission of the client and Kwan B Associates. This report indicates our, inspector's observation and testing results based on site conditions
and
cuntrsclnr iimivdies. Ile Information is subject to revtew prior to Mal submiltal. By signing this report, our inspector does not accept respnnalblltly for validly of results. The same information has beer provlded by others on she.
'All
��VVQL an&Associates,Inc. _
Geotechnical Engineering as Environmental Engineering
Construction Testing and Inspection
DATE: 11/14/2018
PROJECT #: 09618279
PROJECT: Doug's Lynnwood Mazda
LOCATION: 22214'Hm 99
KA P.M.: Corbett Mercer
CONCRETE
REPORT NO.: 09618279CR111418-DS
CONTRACTOR:
Wilcox
PERMIT #:
BLD2017-1119
INSPECTOR:
Daniel Sleeman
JURISDICTION:
Lynnwood
WEATHER: Cloudv
Field Data
Concrete: X Other:
Supplier: Mlles Sand & Gravel _ Plant No. Site Mix:
Slump Mix Air Unit
Time Truck # Ticket # %Air Inch Temp (F) Temp (F) Weight
11:15 1 C082 1 113805 1 - 7.25 65 ° 1 51
Location:
Placement Area
Southwest corner of vault lid Grid line A/6
Remarks: Conveyed by pump truck, mechanically consolidated
Please Refer To Field Repot Number: 09618279DFR111418DS
Inspector :1 Daniel Sleeman
Laboratory Data
Cyl.
Code
Test
Date
Field
Cure
Ag
65007-1
11 /15/18
1
65007-2
11 /21 /18
7
65007-3
12/12/18
28
65007-4
12/12/18
28
65007-512/12/18
28
65007-612112/18
28
65007-712/12/18
28
Concrete Report
Design Strength: 4000 28 days
e Dia.
Area
Wt.
#
Max
Load
Comp.
Strengtt
4.00
12.57
--
8670
690
4.00
12.57
--
52930
4210
4.00
12.57
--
73430
5840
4.00
12.57
--
75550
6010
4.00
12.57
--
74410
5920
4.00
12.57
--
75040
5970
4.00
12.57
--
74670
5940
Remarks:!
Results Reviewed
;
Codes for Break Types: 1 I' 11 t,
TEMP: 51 °
Reported Batch DATA
Cement Type Ill I
Design Actual
Mix No. 025506C
Cam. Lbs. 512
F. Ash lbs.
C. Agg. Lbs #57 1542
C. Agg. Lbs #8 296
C. Agg. Lbs
Sand Ibs 1498
water 245
Admixture MB POIV997 31 oz
Air Ent.
( oz / cwt. )
Water Added On Job Site
(Gals.)
Field Test
ASTM Method
C172
C143
H
C138
C1064
C231
C31
Other
Date Specimens Rec'd: j 11/15/2018
Set Tested Brk
# By Typ
1 BAW 2
1 BAW 1
1 BAW 1
1 BAW 1
1 BAW 1
1 BAW 1
1 BAW 1
ASTM C39
ASTM C109
ASTM C617
ASTM C1231
ASTM C1019
OTHER
Test Results
I _ Conforming
1 2 3 4
Offices Serving The Western United States
Effective 0212212018
Lynnwood (425) 485-5519 as Poulsbo (360) 598-2126 as Tacoma (253) 939-2500
The intonation p,oMefen this report is prelom for theexdusive use of the client, and may not be reproduced in any format Mhout the wrinen p,�lsslonoftheclientandi°azan&Associates.Thisreportindlcatesourinspect%',observationand Ratingmsubbasedonsitecondki a
and —li actor adlvilles. This information is subject to review poor to final submiaal. By signing Nls report, cur inspector does not accept responslbllity for validity of r 11s. The same information has been provided by others on s#a.
tea` •w�i
GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING
CONSTRUCTION TESTING & INSPECTION
December 18, 2018
Accounts Payable
ADZAM INC. DBA DOUG'S MAZDA
22130 Hwy 99
Edmonds, WA 98026
RE: COMPRESSIVE STRENGTH TEST RESULTS
Doug's Lynnwood Mazda
22214 Hwy 99
Edmonds, Washington
KA No. 096-18279
Permit: BLD2017-1119
Enclosed are copies of the compressive strength test results for the above referenced project. If you have
any questions, or if we can be of further assistance, please do not hesitate to contact our office.
Respectfully submitted,
KRAZAN & ASSOCIATES, INC.
'�Jj
Corbett W. Mercer �'
Project Manager/Lab Manager
Pacific Northwest Division
C WM/]kj
CC: CITY OF EDMONDS (E-MAIL)
NED NELSON ARCHITECT (E-MAIL)
B&T ENGINEERING (E-MAIL)
WILCOX CONSTRUCTION (E-MAIL)
4303 198" Street SW, Lynnwood, Washington 98036 • (425) 485-5519 • FAX (425) 485-6837
With Offices Serving the Western United States
09618279 BRK
=-KraZM& Ass oci ate s, Inc.
Geotechnical Engineering • Environmental Engineering
Construction Testing and Inspection
DATE: 12/10/2018
PROJECT #: 09618279
PROJECT: Doug's Lynnwood Mazda
LOCATION: 2214 Hwy 99
KA P.M.: Corbett Mercer
Field Data
Concrete: X Other:
CONCRETE
REPORT NO.: 09618279CR121018-SS -1
CONTRACTOR: Wilcox Construction
PERMIT #: BLD2017 1119
INSPECTOR: Susheel Sharma
JURISDICTION: City of Edmonds
WEATHER: Partly Cloud TEMP: 44 °
Supplier: MILES Plant No. 1 X Site Mix.
Slump Mix Air Unit
Time Truck # Ticket # IN, Air Inch Temp (F) Temp (F) Weight
8:30 1 C 114 1 216179 4.8 6 1 53 ° 1 44 °
Location
Placement Area
Concrete was poured on the footing of building.
Grid 5 to G through 'B to A
Remarks: The contractor placed the concrete by pump and was mechanically
consolidated and screed. Total 8 yd' was casted which is a coloured
one. One set of (5: 1- 7 days , 3-28 days and 1 Hold ) 4X8 cylinder
were made.
Please Refer To Field Repot Number: 09618279DFR12102018SS
Inspector:1 Susheel Sharma
Reported Batch DATA
Cement Type Ill I
Design Actual
Mix No. 0255ACI 0255AC
Cem. Lbs. 517 515
F. Ash Ibs.
C. Agg. Lbs #57 1650 1657
C. Agg. Lbs #8 300 295
C. Agg. Lbs
Sand Ibs 1340 1335
Water 267 237
Admixture 16 16
Admixture
Admixture
Air Ent. 1.8 1.75
(oz/cwl.)
Water Added On Job Site
(Gals.)
Field Test
ASTM Method
C172
C143 C138
C1064 C231
C31 Other
Laboratory Data Design Strength: L 3000 @ 28 days 1 Date Specimens Rec'd: 1 12/11/2018
Cyl.
Code
Test
Date
Field
Cure
Age
Dia.
Area
Wt.
#
Max
Load
Comp.
Strength
Set
#
Tested
By
Brk
Typ
Test Method
ASTM C39
65223-1
12/17/18
7
4.00
12.57
--
54220
4310
1
BAW
1
ASTM C109
65223-2
1 /7119
28
ASTM C617
65223-3
1/7/19
1 28
1
ASTM C1231
65223-4
1/7/19
28
ASTM C1019
65223-5
H
OTHERLd
Test Results
Remarks:
Results Reviewed By:
Date:
Codes for Break Types:
i
1
2
3
4
5
6
Offices Serving The Western United States
Concrete Report Effective 0212212018
Lynnwood (425) 485-5519 • Poulsbo (360) 598-2126 • Tacoma (253) 939-2500
The information provided on this report is prepared for the evclusive use of the client, and may not be reproduced in any format without the mitten permission of the client and Kwan B Ass --as. ua,,,pat,rdteatssour inspector's observation and testing rasuas based on site conditions
and contractor activities, This Information s subject to review prior to Mat submittal. By signing this epod, as Inspector does not accept responsild l'tly for valldlty of rasutls. The same information has been provided by oth— on site.
GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING
CONSTRUCTION TESTING & INSPECTION
December 19, 2018
Accounts Payable
ADZAM INC. DBA DOUG'S MAZDA
22130 Hwy 99
Edmonds, WA 98026
RE: COMPRESSIVE STRENGTH TEST RESULTS
Doug's Lynnwood Mazda
22214 Hwy 99
Edmonds, Washington
KA No. 096-18279
Permit: BLD2017-1119
Enclosed are copies of the compressive strength test results for the above referenced project. If you have
any questions, or if we can be of further assistance, please do not hesitate to contact our office.
Respectfully submitted,
KRAZAN & ASSOCIATES, INC.
P'.1 Cl-
Corbett W. Mercer
Project Manager/Lab Manager
Pacific Northwest Division
C WM/]kj
CC: CITY OF EDMONDS (E-MAIL)
NED NELSON ARCHITECT (E-MAIL)
B&T ENGINEERING (E-MAIL)
WILCOX CONSTRUCTION (E-MAIL)
4303 19811 Street SW, Lynnwood, Washington 98036 • (425) 485-5519 • FAX (425) 485-6837
With Offices Serving the Western United States
09618279 BRK
MEAML
-1&Associates,Inc. _
Geotechnical Engineering . Environmental Engineering
Construction Testing and Inspection
DATE: 12/12/2018
PROJECT #: 09618279
PROJECT: Dou 's Lynnwood Mazda
LOCATION: 2214 Hwy 99
KA P.M.: Corbett Mercer
CONCRETE
REPORT NO.: 09618279CRI21218-SS -1
CONTRACTOR: Wilcox Construction
PERMIT #: BLD2017 1119
INSPECTOR: Susheel Sharma
JURISDICTION: City of Edmonds
WEATHER: Cloud TEMP: 46 °
Field Data
Concrete: X Other:
Supplier: MILES Plant No. X Site Mix:
Slump Mix Air Unit
f Time Truck # Ticket # % Air Inch Temp (F) Temp (F) Weight
1:50 C 183 216286 5.2 1 7 3/4 1 56 ° 1 46 °
Location
Placement Area
Concrete was poured on wall of the building
(1) Grid 5 to 7 through Grid 'B
(2) Grid A to Grid C through Grid 7
(3) Grid 6 through Grid C to D
(4) Grid D through Grid 5 to Grid 6
Remarks: The contractor placed the concrete by pump and was mechanically
consolidated and screed. Total 15 yds was casted which is a
coloured one. One set of (5: 1- 7 days , 3-28 days and 1 Hold ) 4X8
cylinder were made.
Please Refer To Field Repot Number:- 09618279DFR12122018SS
Laboratory Data
Cyl.
Code
Test
Date
Field
Cure
65255-1
12/19/18
65255-2
1 /9/19
65255-3
1 /9/19
65255-4
1 /9/19
Remarks:
Inspector :I Susheel Sharma
Design Strength: 3000 28 days
Wt. Max Comp.
Ige Dia. Area # Load Strength
7 4.00 12.57 --F 53240 4240
Reviewed
Codes for Break Types:
Concrete Report
Reported Batch DATA
Cement Type
Design Actual
Mix No. 0255AC 0255AC
Cam. Lbs. 517 512
F. Ash lbs.
C. Agg. Lbs #57 1650 1644
C. Agg, Lbs #8 300 296
C. Agg. Lbs
Sand Ibs 1340 1333
Water 267 247
Admixture 16 16
Air Ent. 1.8 1 1.7
( Oz / cwt. )
Water Added On Job Site
(Gals.) 10
Field Test
ASTM Method
C 172
C143
C138
C1064
C231
C31
Other
Date Specimens Rec'd: 1 12/13/2018
Date:
Set Tested Brk
# By Typ
1 BAW 11
esA»
1 1 2 13 -q 5
Offices Serving The Western United States
Test Methc
ASTM C39
ASTM C109
ASTM C617
ASTM C1231
ASTM C1019
OTHER
6
Test Results
Effective 02/22/2018
Lynnwood (425) 485-5519 • Poulsbo (360) 598-2126 • Tacoma (253) 939-2500
The infomation provided -this report is prepared for the mcl'usive use of the client, and may:mt be reproduced in any formal without the written permission of the cfent and Kman 8 Aasectates. This report ine icates our inspeslm's obee-flon and resting results based on site conditions
and contractor activdies. This information Is subject 0 review pno final submittal. By signing this mpert, our inspector doors not accept responsibility, for validity of results. The same lnfonnatim has been provided bydhers on site.
I r �r
� �w.w
GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING
CONSTRUCTION TESTING & INSPECTION
December 21, 2018
Accounts Payable
ADZAM INC. DBA DOUG'S MAZDA
22130 Hwy 99
Edmonds, WA 98026
RE: COMPRESSIVE STRENGTH TEST RESULTS
Doug's Lynnwood Mazda
22214 Hwy 99
Edmonds, Washington
KA No. 096-18279
Permit: BLD2017-1119
Enclosed are copies of the compressive strength test results for the above referenced project. If you have
any questions, or if we can be of further assistance, please do not hesitate to contact our office.
Respectfully submitted,
KRAZAN & ASSOCIATES, INC.
%r Corbett W. Mercer
Project Manager/Lab Manager
Pacific Northwest Division
CWMilkj
CC: CITY OF EDMONDS (E-MAIL)
NED NELSON ARCHITECT (E-MAIL)
B&T ENGINEERING (E-MAIL)
WILCOX CONSTRUCTION (E-MAIL)
4303 198m Street SW, Lynnwood, Washington 98036 • (425) 485-5519 • FAX (425) 485-6837
With Offices Serving the Western United States
09618279 BRK
== K ari
&Associates,lnc.
Geotechnical Engineering • Environmental Engineering
Construction Testing and Inspection
Date: 12/14/2018
Project #: 09618279
Project: Doug's Lynnwood Mazda
Location: 22214 Hwy 99
KA P.M.: Corbett Mercer
MASONRY GROUT
REPORT #: 09618279MGR121418-JT -1
Contractor: Wilcox
Permit #: BLD2017-1119
Inspector: Joseph Taylor
Jurisdiction: City of Lynnwood
Weather: Cloudy Temp: 45 °
Field Data( GROUT
)
Supplier Cadman Plant No.
33
Site Mix
Slump
Grout
Temp.
Air
Temp.
Max/Min
Temp.
Time
Truck#
Ticket # % Air
(in.)
(F)
(F)
(F)
7:36
440
584612 N/a
9.5
64 °
45 °
Grout Box Used
Number of units used to form specimens
x
Placement Area:
Elev mech room 1-2/D-E
Remarks:
Pumped and vibrated
pment Numbers:
Inspector: Josepn 1 aylor Reviewed By:
rtemarKs
Results Reviewed By
Codes for Break Types:
Reported Batch Data
Mix No. 35MG708
Design Actual
Weights Weights
cem.lbs.
658
659
F. Ash lbs.
C. agg. lbs. t
#8 821
821
C. agg. lbs. 2
C.agg. lbs. 3
Sand lbs.
1887
1884
Water lbs.
425
414
Air Ent. (oz)
Other(oz)
Other(oz)
Other(oz)
Other(oz)
Water Added (gai.)
Date Reviewed
/ TT VT a 5 0
1 2 3 4 5 6
Field Test Methods
ASTM C143 ASTM C138
ASTM C1064 ASTM C173
ASTM C31 Other
ASTM C231
Offices Serving The Western United States
Lynnwood (425) 485-5519 • Poulsbo (360) 598-2126 • Tacoma (253) 939-2500
Form 04103 Eff°°ti- 10/32017
1 hein1'onna(ien provided oar this re port is prepared for the °fthe client- and rugnot be r.W.d.—J iu any format tvithnul the written permission of the client and Kraian&Associates. lhisreporhndicat� our in,p ,', ob—li , ud testing results hard -site ouditinns and
cmriractar activities'Phis infomration is subj- to review prior In final ob,nitlul, Hysigning this reporl. our inspeclnrdoesout accept respmsihility for mhdily.1 dls. Tho same infarmdion hm tb— provided by others nn Ale.
GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING
CONSTRUCTION TESTING & INSPECTION
December 31, 2018
Accounts Payable
ADZAM INC. DBA DOUG'S MAZDA
22130 Hwy 99
Edmonds, WA 98026
RE: COMPRESSIVE STRENGTH TEST RESULTS
Doug's Lynnwood Mazda
22214 Hwy 99
Edmonds, Washington
KA No. 096-18279
Permit: BLD2017-1119
Enclosed are copies of the compressive strength test results for the above referenced project. If you have
any questions, or if we can be of further assistance, please do not hesitate to contact our office.
Respectfully submitted,
KRAZAN & ASSOCIATES, INC.
O,A,�
Corbett W. Mercer
Project Manager/Lab Manager
Pacific Northwest Division
CWM/]kj
CC: CITY OF EDMONDS (E-MAIL)
NED NELSON ARCHITECT (E-MAIL)
BELT ENGINEERING (E-MAIL)
WILCOX CONSTRUCTION (E-MAIL)
4303 198" Street SW, Lynnwood, Washington 98036 • (425) 485-5519 • FAX (425) 485-6837
With Offices Serving the Western United States
09618279 BRK
--=�'aZa1Z&Associate s, Inc.
Geotechnical Engineering as Environmental Engineering
Construction Testing and Inspection
DATE: 12/3/2018
PROJECT #: 09618279
PROJECT: Doug's Lynnwood Mazda
LOCATION: 2214 Hwy 99
KA P.M.: Corbett Mercer
CONCRETE
REPORT NO.: 09618279CR120318-SS -1
CONTRACTOR: Wilcox Construction
PERMIT #: BLD2017 1119
INSPECTOR: Susheel Sharma
JURISDICTION: City of Edmonds
WEATHER: Partly Cloudy
Field Data _
Concrete:I X Other:
Supplier: MILES Plant No. X Site Mix:
Slump Mix Air Unit
Time Truck # Ticket # % Air Inch Temp (F) Temp (F) Weight
6`3 1 C115 1 215864 1 7 1/4_1 60 ° 1 35 ° 1 j
Placement Area
Location: Concrete was poured on wall of the foundation slab of building.
Grid 1 to 5 through Grid A to F.3
Remarks: The contractor placed the concrete by pump and was mechanically
consolidated and screed. Total 170 yd' was casted which is a
coloured one. One set of (5: 1- 7 days , 3-28 days and 1 Hold ) 4X8
cylinder were made.
Please Refer To Field Repot Number: 09618279DFR12032018SS
Inspector: ( Susheel Sharma j
Laboratory Data Design Strength: 3000 a, 28 days j
TEMP: 35 °
Reported Batch DATA
Cement Type 1 1/11
Design Actual
Mix No, 18400F6 18400F6
Cam. Lbs. 450 451
R Ash lbs. 70 73
C. Agg. Lbs #57 1650 1650
C. Agg. lbs #8 200 196
C. Agg. Lbs
Sand lbs 1490 1475
Water 258 259
Admixture 31 31
Admixture
Admixture
Air Ent.
(Oz/cWt.)
Water Added On Job Site
(Gals.) 10
Field Test
ASTM Method
C172
C143 C138
C1064 C231
C31 H Other
Date Specimens Rec'd: 1 12/4/201
Cyl.
Code
I Test
Date
Field
Cure
Age
Dia.
Area
Wt.
#
Max
Load
Comp.
Strength
Set
#
Tested
By
Brk
Typ
Test Method
ASTM C39
65156-1
12/10/18
7
4.00
12.57
--
45460
3620
1
BAW
1
ASTM C109
65156-2
12/31/18
28
4.00
12.57
--
65600
5220
1
BAW
1
ASTM C617
65156-3
12/31/18
28
4.00
12.57
--
65360
5200
1
BAW
1
ASTM C1231
65156-4
12/31/18
28
4.00
12.57
--
64990
5170
1
BAW
1
ASTM C1019
65156-512131/18
28
4.00
12.57
--
67120
5340
1
BAW
1
OTHER
Concrete Report
Test Results
Remarks:
Results Reviewed By: Date: j Conforming
E
{ I" .
Codes for Break Types: Ell � ,
1 2 3 4 5 6
Offices Serving The Western United States
Effective 02/22/2018
Lynnwood (425) 485-5519 • Poulsbo (360) 598-2126 • Tacoma (253) 939-2500
The Information provided on this report is prepared for the mcluslve use of the client, and may not be reproduced in any formal vvilhoid the vnishm permission of the client and Krazen&Assoclates. This report indicates eur inspm Ws observation and testing results based on site coikfions
and oentraotor acinvi iee This information is subject to review prior to foal subnaft. By signing this report, our inspector does not accept responsibility for validfy, of resufs. The same Informaton has been pmvided by Where on site.
..!JKMZC-U1 &Associates, Inc_
Geotechnical Engineering • Environmental Engineering
Construction Testing and Inspection
DATE: 12/3/2018
PROJECT #: 09618279
PROJECT: Dou4's Lynnwood Mazda
LOCATION: 2214 Hwy 99
KA P.M.: Corbett Mercer
CONCRETE
REPORT NO.: 09618279CR120318-SS -2
CONTRACTOR: Wilcox Construction
PERMIT #: BLD2017 1119
INSPECTOR: Susheel Sharma _
JURISDICTION: City of Edmonds
WEATHER: fartly Cloudy
Field Data
Concrete:j X Other:
Supplier:{ MILES Plant No. X� Site Mix:
Slump Mix Air Unit
Time Truck # _ Ticket # %Air Inch Temp (F) Temp (F) Weight
9:40 C 184 215889 1 7 64 '_L 35 °
Placement Area
Location: Concrete was poured on wall of the foundation slab of building.
Grid 1 to 5 through Grid A to F.3
Remarks: The contractor placed the concrete by pump and was mechanically
consolidated and screed. Total 170 yd3 was casted which is a
coloured one. One set of (5: 1- 7 days , 3-28 days and 1 Hold ) 4X8
cylinder were made.
Please Refer To Field Repot Number: 09618279DFR12032018SS
Inspector : F- Susheel Sharma
TEMP: 35 °
Reported Batch DATA
Cement Type
Design Actual
Mix No. 1840OF6 1840OF6
Cem. Lbs. 450 446
F. Ash lbs. 70 69
C. Agg. Lbs #57 1650 1644
C. Agg. Lbs #8 200 198
C. Agg. Lbs
Sand Ibs 1490 1484
Water 258 259
Admixture 31 31
Admixture
Admixture
Air Ent.
(oz / am. ).
Water Added On Job Site
(Gals.)
Field Test
ASTM Method
C172
C143 C138
C1064 C231
C31 H Other
Laboratory Data Design Strength: 3000 @ 28 days Date Specimens Rec'd: 12/4/2018
Cyl.
Code
Test
Date
Field
Cure
Age
Dia.
Area
Wt.
#
Max
Load
ConnP1
Strength
Set
#
Tested
By
Birk
Typ
Test Method
ASTM C39
65156-1
12/10/18
7
4.00
12.57
--
48920
3890
2
BAW
1
ASTM C109
65156-2
12/31/18
28
4.00
12.57
--
68180
5420
2
BAW
2
ASTM C617
65156-3
12/31/18
1 28
4.00
1 12.57
--
68760
5470
2
BAW
2
ASTM C1231
ASTM C1019
V
65156-4
12/31/18
28
4.00
12.57
--
69260
5510
2
BAW
2
65156-512/31/18
28
4.00
12.57
--
69140
5500
2
BAW
2
OTHER
Test Results
Remarks:
Results Reviewed By:
Date:Conforming
Codes for Break Types:
1
2
3
4
5
6
Offices Serving The Western United States
Concrete Report Effective 02/22/2018
Lynnwood (425) 485-5519 • Poulsbo (360) 598-2126 • Tacoma (253) 939-2500
The ln/ermann provided on this report is prepared for the escluslre use of the client, and may not be reproduced in arty format whhsut the vrtitten permission of the client and Kraran 8 Associates. This report indiceles our inspector's bibs ... tW and testing results based m site contltllons
and cord,acber aotivdies. This inrunnabion is subject to review prior to Mal submittal. By signing this report, our Inspector does not accept responsibility for validity of results. The same information Ins been provided by others on site.
Kr
;am
azan & ASSOCIATES, INC.
GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING
CONSTRUCTION TESTING & INSPECTION
January 2, 2019
Accounts Payable
ADZAM INC. DBA DOUG'S MAZDA
22130 Hwy 99
Edmonds, WA 98026
RE: CONSTRUCTION TESTING AND INSPECTION
Doug's Lynnwood Mazda
22130 Hwy 99
Edmonds, Washington
KA No. 096-18279
Permit: BLD2017-1119
In accordance with your request and authorization, our firm performed construction testing and inspection
for the above -referenced project. The sampling and testing was performed by our inspectors and reports
are included.
If you have any questions, or if we can be of further assistance, please do not hesitate to contact our
office.
Respectfully submitted,
N & ASSOCIATES, INC.
o W. ercer
Project Manager/Lab Manager
Pacific Northwest Division
C WNVikj
CC: CITY OF EDMONDS (E-MAIL)
NED NELSON ARCHITECT (E-MAIL)
B&T ENGINEERING (E-MAIL)
WILCOX CONSTRUCTION (E-MAIL)
4303 198" Street SW, Lynnwood, Washington 98036 • (425) 485-5519 • FAX (425) 485-6837
With Offices Serving the Western United States
09618279 DFR.doc
_ ___Kj-azm&As sociate s,Inc.
Geotechnical Engineering • Environmental Engineering
Construction Testing and Inspection
WELDING INSPECTION
REPORT NO.: 18279SSR122718-DL
DATE: 12/27/2018 CONTRACTOR: Wilcox / Blue Star Weldin_r
PROJECT M 09618279 PERMIT #: BLD2017 1119
PROJECT: Dougs Mazda Lynnwood INSPECTOR: David Lane
LOCATION: K� 99 Lynnwood Washington JURISDICTION: City of Lynnwood
KA P.M.: Jeff Mercer f WEATHER: rain TEMP: 44 °
STRUCTURAL STEEL
❑ FIELD FISHOP WELDING F71 VISUAL ❑ MATERIAL ID
Item(s) Inspected:
Field welded connections of: A) Shear Tabs to embeds as per C/S4.2 B) HISS Column Splices C) Beam -over CMU Wall
Connection as per L/S4.2 D) Pan Deck Stud welding and fastening.
Location:
Gridlines A-F3/1-5
Welder qualification I certification verified for:
WABO qualifications verified for active BlueStar welders
Position:
❑✓
FLAT
❑
VERTICAL
❑
OVERHEAD
❑
HORIZONTAL
❑
Filler Metal:
Process:
❑
SMAW
❑✓
FCAW
❑
SAW
❑
GMAW
❑
Other:
Weld Type:
❑
FILLET
❑
C.P.
❑
PLUG
❑
P.P.
❑
Other:
Weld Size:
❑
3/16"
❑
1/4"
❑
3/8"
❑
5/16"
❑
Other:
Codes:
0
AWS
❑
AISC
❑
ASME
❑✓
IBC
❑
Other:
❑�
NOTES
❑
DISCREPANCIES
100 % COMPLETE
krnved onsrte as per dispatch. Performed periodic visual inspection of the following field welded items: A) Shear Tabs to
;mbeds as per C/S4.2 were inspected along the perimeter of gridlines A-F/1-5. B) The 3 HSS Column Splices were visually
nspected. As per the detail the weld joint was a 5/16" partial -penetration weld with a pre -placed internal sleeve in each HSS
;olumn. Due to the welds being completed, the fit -up, depth of preparation, and placement of the internal sleeve could not be
lerified. C) The Beam -over CMU Wall Connection as per L/S4.2 was also included in the inspection, the welding was
)crformed as -detailed but the bolt holes do not line up for attachment of beam to embed. Additional bolt holes or reaming of
E) holes required for bolted connection. D) Pan Deck Stud welding and fastening was inspected at the above listed grid
;oordinates. Stud spacing and count was verified. Decking section laps were secured along the perimeter with shot pins in
;very valley. All seams were punched with proper spacing. All inspected welds were visually acceptable as per AWS D1.1,
`lause 6 criteria.
0 Oev4d C Law
CWt 1503w1
OC1 r--(P. 3l1rAg1t
To the best of my knowledge, the above perfo med in accordance with the approved plans, specifications and regulatory requirements.
Superintendent/Representative: Technician:
Offices Serving the Western United States
Lynnwood (425) 485-5519 • Poulsbo (360) 598-2126 • Puyallup (253) 939-2500
Structural Steel Report Revision 2 Effective 0122I2013
The information provided on this report is prepared f the exclusive use oflhe client.'nis report may aot be reproduced in any formal without the written permission ofthe client and Kraran & Assoeiales. This report indicates our inspectors obs tiem and resting reaulls based en site emrditlons and
cortlrapor activities. This information is subject to review prior to f al mbnainal. By signing this report, our inspector does not accept responsibilily For validity ofresults. Ile same information has been provided by others on site.
..
_ ;an & ASSOCIATES INC.
GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING
CONSTRUCTION TESTING & INSPECTION
December 31, 2019
Accounts Payable
ADZAM INC. DBA DOUG'S MAZDA
22130 Hwy 99
Edmonds, WA 98026
RE: CONSTRUCTION TESTING AND INSPECTION
Doug's Lynnwood Mazda
22130 Hwy 99
Edmonds, Washington
KA No. 096-18279
Permit: BLD2017-1119
In accordance with your request and authorization, our firm performed construction testing and inspection
for the above -referenced project. The sampling and testing was performed by our inspectors and reports
are included.
If you have any questions, or if we can be of further assistance, please do not hesitate to contact our
office.
Respectfully submitted,
AN & ASSOCIATES, INC.
7
Corbett . Mercer
Project . anager/Lab Manager
Pacific Northwest Division
CWM/lkj
CC: CITY OF EDMONDS (E-MAIL)
NED NELSON ARCHITECT (E-MAIL)
B&T ENGINEERING (E-MAIL)
WILCOX CONSTRUCTION (E-MAIL)
4303 19811 Street SW, Lynnwood, Washington 98036 • (425) 485-5519 • FAX (425) 485-6837
With Offices Serving the Western United States
09619279 DFR-doc
�M<MZ Lll&Associates,Inc. _
Geotechnical Engineering • Environmental Engineering
Construction Testing and Inspection
WELDING INSPECTION
REPORT NO.: 09618279SSR123019-IV
DATE: 12/30/2019 CONTRACTOR: WILCOX
PROJECT #: 09618279 PERMIT #: BLD2018-1498
PROJECT: Dou 's L nnwood Mazda INSPECTOR: Itiaj Vahora
LOCATION: 22214 Hwy 99 JURISDICTION:
KA P.M.: Corbett Mercer WEATHER: Cloud TEMP: 46 °
STRUCTURAL STEEL
❑ FIELD F1 SHOP WELDING 0 VISUAL ❑ MATERIAL ID
Item(si Inspected:
Column- C1, C2, C3, C4, C5(2), C6(2)
Location -
Blue Star Welding- 6059 Guide Meridian, Bellingham WA
Welder qualification / certification verified for:
on file
Position:
❑
FLAT
❑
VERTICAL
❑
OVERHEAD
❑
HORIZONTAL
❑
Filler Metal:
Process:
❑
SMAW
❑
FCAW
❑
SAW
❑
GMAW
❑
Other:
Weld Type:
❑
FILLET
❑
C.P.
❑
PLUG
❑
P.P.
❑
Other:
Weld Size:
❑
3/16"
❑
1/4"
❑
3/8"
❑
5/16"
❑
Other:
Codes:
❑
AWS
❑
AISC
❑
ASME
❑
IBC
❑
Other:
NOTES
❑
DISCREPANCIES
100 % COMPLETE
site per request for post weld visual inspect
tils and AWS D1.1 section 6 requirements.
ota18 columns inspected.
To the best of my knowledge, the above WAS performed in accordance with approved plans, specifications and regulatory requirements.
Superintendent/Representative: Technician:
Offices Serving the Western United States
Lynnwood (425) 485-5519 • Poulsbo (360) 598-2126 • Tacoma (253) 939-2500
Structural Steel Report
Effective 10/312017
The information provided on this report is prepared for the exclusive use ofthe client. Tl is reportmay not be reproduced inany forne[without the written pnmission of the clientand Knven R. Associates. This report indicates our tospeclors observation and testing results based on siteconditi-s and
cocamtm activities. This information is subject to review prior to final submittal. By sipi4 this report, our impeetm deev not accept responsibility for validity of results. The same information has been provided by others on site.
'aZ
a1 &ASSOCIATES, INC.
GEOTECHNICAL ENGINEERING . ENVIRONMENTAL ENGINEERING
CONSTRUCTION TESTING & INSPECTION
January 8, 2019
Accounts Payable
ADZAM INC. DBA DOUG'S MAZDA
22130 Hwy 99
Edmonds, WA 98026
RE: CONSTRUCTION TESTING AND INSPECTION
Doug's Lynnwood Mazda
22130 Hwy 99
Edmonds, Washington
KA No. 096-18279
Permit: BLD2017-1119
In accordance with your request and authorization, our firm performed construction testing and inspection
for the above -referenced project. The sampling and testing was performed by our inspectors and reports
are included.
If you have any questions, or if we can be of further assistance, please do not hesitate to contact our
office.
Respectfully submitted,
KRAZAN & ASSOCIATES, INC.
�
1,aJc..
Corbett W. Mercer
Project Manager/Lab Manager
Pacific Northwest Division
CWM/lkj
CC: CITY OF EDMONDS (E-MAIL)
NED NELSON ARCHITECT (E-MAIL)
B&T ENGINEERING (E-MAIL)
WILCOX CONSTRUCTION (E-MAIL)
4303 19811 Street SW, Lynnwood, Washington 98036 • (425) 485-5519 • FAX (425) 485-6837
With Offices Serving the Western United States
09618279 DFR.doc
Page 1 of 1
Ass ociate s, Inc.
Geotechnical Engineering . Environmental Engineering
Construction Testing and Inspection
Field
Report NO.: 09618279DFRI32019EL
DATE: 1/3/2019 Set Count: CONTRACTOR: Wilcox
PROJECT #: 09618279 PERMIT #:
PROJECT: Dou 's Lynnwood Mazda INSPECTOR: Edan Lewis
LOCATION: 22214 Hwy 99 JURISDICTION: Edmonds
KA P.M.: Corbett WEATHER: Cloudy TEMP: 40' F
Krazan representative arrived on site as requested for proprietary anchor inspection for the connection
between the existing foundation into future elevated slab deck on the first level of the building. Upon
arrival, it was found that contractor had drilled holes into the existing foundation for the placement #4
rebar dowels @16" O.C. with minimum of 5" embedment. Simpson Set-XP epoxy was used for all
anchors installed today. Approximately 75+ holes were anchored along the entire perimeter of the
building. Representative observed the cleaning out of the holes, the embedment depth and the
placement of the epoxy grout and rebar. Anchors were installed per manufacturer and industry
standards.
Reviewed By:
JU kk,,- ASTM Test #:
TAsset
Number(s):
To the best of my knowledge, the above WAS performed in accordance with the approved plans, specifications and
regulatory requirements.
Superintendent/Representative:
Technician:
Offices Serving the Western United States
Lynnwood (425) 485-5519 • Poulsbo (360) 598-2126 • Tacoma (253) 939-2500
The information provided on this report is prepared for the exclusive use of the client. This reportmay not be reproduced in any format without the written permission of the client and Kraran & Associates. This report
indicates our inspectors observation and testing results based on site conditions and contractor activities. This information is subject to review prior to final submittaL By signing this report, our inspector does not accept
responsibility for validity of results. The same information has been provided by others on site.
-�-- C1 & ASSOCIATES, INC.
GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING
CONSTRUCTION TESTING & INSPECTION
January 10, 2019
Accounts Payable
ADZAM INC. DBA DOUG'S MAZDA
22130 Hwy 99
Edmonds, WA 98026
RE: CONSTRUCTION TESTING AND INSPECTION
Doug's Lynnwood Mazda
22130 Hwy 99
Edmonds, Washington
KA No. 096-18279
Permit: BLD2017-1119
In accordance with your request and authorization, our firm performed construction testing and inspection
for the above -referenced project. The sampling and testing was performed by our inspectors and reports
are included.
If you have any questions, or if we can be of further assistance, please do not hesitate to contact our
office.
Respectfully submitted,
7AN & ASSOCIATES, INC.
. orbett tWMlercer
Project Manager/Lab Manager
Pacific Northwest Division
CWNVIki
CC: CITY OF EDMONDS (E-MAIL)
NED NELSON ARCHITECT (E-MAIL)
B&T ENGINEERING (E-MAIL)
WILCOX CONSTRUCTION (E-MAIL)
4303 198' Street SW, Lynnwood, Washington 98036 • (425) 485-5519 • FAX (425) 485-6837
With Offices Serving the Western United States
09618279 DFR.doo
Page 1 of 2
� an&Associates,Inc.
Geotechnical Engineering . Environmental Engineering
Construction Testing and Inspection
Field
Report NO.: 09618279DFR182019JD-0
DATE: 1/8/2019 Set Count: 0 CONTRACTOR: Wilcox
PROJECT #: 09618279 PERMIT #: BLD2017-1119
PROJECT: Doul's Lynnwood Mazda INSPECTOR: Jeff Dewey
LOCATION: 22214 HWY 99 JURISDICTION: City of Edmonds
KA P.M.: Corbett Mercer WEATHER: Rain TEMP: 41
A representative of Krazan and Associates arrived on -site as scheduled to perform construction observation. While on -site
we observed that reinforcing steel had been placed prior to our arrival to the project site for the second level slab on grade
and the second level slab on metal deck. Reinforcing steel was observed for grade, size, ties, splices, spacing, cleanliness,
subgrade condition, and general overall placement. Reinforcing steel appeared to be placed as per the contract drawings
and governing documents.
Shane, superintendent with Wilcox, was notified of all observations prior to Krazan departing the project site.
Second Level Slab on Metal fleck
Offices Serving the Western United States
Lynnwood (425) 485-5519 • Poulsbo (360) 598-2126 • Tacoma (253) 939-2500
The information provided on this report is prepared for the occlusive use of the client. This report may not be reproduced in any format without the written permission of the client and Krann & Associates. This report
indicates our inspectors observation and testing results based on site conditions and contractor activities. This information is subject to review prior to final submittal By signing this report, our inspector does not accept
responsibility for validity of results. The same information has been provided by others on site,
_ Page 2 of 2
&Associate s, I nc.
Geotechnical Engineering a Environmental Engineering
Construction Testing and Inspection
IN
Field
Report NO.: 09618279DFR182019JD-0
Second Level Slab on Grade
_ _
01'•-� p A CA —.AY WrMM
- CAe'r pINrWPC rfPralr.K rRrr ■ :.^"d ror L rra;y [�I ma 1'
�1J M M CA WAY W" M
EIIFIIPM 9wl E iw Y3f AT a YlR
NW1DN LaW .11r VapR WIA W1N1 E
G-Ia Ok.IPF M 1M[ L MnNla IEIWIr PIaI .115 PCi BLOOI OFM4IYA NL FYIWdr
INN LPr xAr P017AV
COMOEI LAnIs 9lYL E WM1ACRwn Mdl M R6C1Am1FB NpAfr 6'AAY idol
L� f v1 • lanr` — 110
Prno mM,x 'ppre((A(�am rArau . EIIItO1rLY sm f WL E RJUIm YP5
lMiAL I�IL COIrIGETlE1K�� � f1n1q M
Wffi�ekaal.W: OImEM YASORf
b E
MOlIDMEEerP�6aBM YMi,W�I !ALL Iltl�nMY �YpICM Nei IMM7M�rff m
AlMaar� 1A1i1' HAOt tlalW Oa1RI.�i a BAAWBq ALL AFMa®i N fr
�� a lalfl.' AOrtO[A B[RI W M M Bao eWce � • �' P
�B
ryvsw. uii M a +R cal c-val 1RY V. Am c mw W.7a rtRrrR A L »tIFF
a. opme R rear. d tWr aas MOeda m mm r fo We ammr as
L A}R;' , " POa swiigt
SCHEDULE
■ t�Pior SM VAL E MM" M AM M�. max K
G.�aoo M ter Ay P AM a719Y awl E B " 6I,,= r$ w
d10J 000CY rM colt m M! ML K F f-Y IOm A i-Om rf e
pvxr- o[iFv krRi 1r•r oa) as E PBOIMEd FM ALL'KI �
B[LA1L S3£ dl A" II= an. •la MMIw. or mMONq FW= a VALM
MAIMC A moat S><cuzr. "M WE
PO R (a1F) M xvar Brs IBM
aA onfor'.; tons C S ', tad! SOMM IG .
MM r SrT.MRL CPO dl WAI ElaWCllmn A We
70-W11- UP= A EMN ....... S BmEs
mom t-p= n MM M i6imt . 1 1/l RKM 05 BAPS k SuLmA
Ne! A
.. Y1100(plimpam"
0 MP MOpC KIH GOB ...... ...3/{ dmES (}It BAR k 9IAILFA)
.... t 1%= DIM U4 k Pa BAIfs)
rBWiB antamm�
uV Wales "I S SM M M W ASW AM1. OFFOIYWD BARS I/sE0 IN
a� ffl[Pr� YA15 awl COl1aa A ASaI AIMS Ot Ada
■!> ul, SM RAM awl MWM To AM Ail (I,.3M P51), MM115 NOT
VCM awl E 1/4' OWWWR rdIET MDMK ALL MM W E BY WARD
E1F�OB4 S — usE FlMW E7o EIEORIOOFS, mafllNFQa ILNOFA510 E
APPOMfL EOOAL NALL ILL IIOIES !1N NABS AS EELIFlFD BY
WM XMm1 IALLM NMO Od REM ON OBAB711M K40M 9113 10 E A-307.
MM IM75 MID COMga, WALL MW MUMN UMMOT M Me TAM£ IN&I
Reinforcing Steel Notes from the Contract Drawings
B FOPA
BrON:C rPCL�,1
ARR.RY'>JEr] rye
IItIK 4 �?Q.
w1AC P'4o
rrMrA
f T`M QK§g
-am lgr.�+cLEPEIM �111
oft "UM
d[1
a rmvs
n �e3s
Q ARe1 r
Uk7PFa NO:
A WOOD M Npt
BOLE
&L W KS SIa
1 irw BOLT.
Maw CUT
501 PIAIE NO
COKMIT A- 7M
➢NERK d1W
MAING PER M
6 o11mK"
Max IKK
BALM'
ODON M ON
mm BOUT
Reviewed By:
ASTM Test #:
Asset Number(s):
To the best of my knowledge, the above WAS performed for information purposes only.
Superintendent/Representative:
Technician:
Offices Serving the Western United States
Lynnwood (425) 485-5519 a Poulsbo (360) 598-2126 r Tacoma (253) 939-2500
The information provided on this report is prepared for the exclusive use of the client. This report May not be reproduced in any format without the written permission of the client and Kraaan & Associates. This report
indicates our inspectors observation and testing results based on site conditions and contractor activities. This information is subject to review prior to final submittal. By signing this report, our inspector does not accept
responsibility for validity of results. The same information has been provided by others on site.
AM JOEBIM
& ASSOCIATES. INC.
GEOTECHNICAL ENGINEERING . ENVIRONMENTAL ENGINEERING
CONSTRUCTION TESTING & INSPECTION
January 11, 2019
Accounts Payable
ADZAM INC. DBA DOUG'S MAZDA
22130 Hwy 99
Edmonds, WA 98026
RE: CONSTRUCTION TESTING AND INSPECTION
Doug's Lynnwood Mazda
22130 Hwy 99
Edmonds, Washington
KA No. 096-18279
Permit: BLD2017-1119
In accordance with your request and authorization, our firm performed construction testing and inspection
for the above -referenced project. The sampling and testing was performed by our inspectors and reports
are included.
If you have any questions, or if we can be of further assistance, please do not hesitate to contact our
office.
Respectfully submitted,
N & ASSOCIATES, INC.
Tett
W: Mercer
Project Manager/Lab Manager
Pacific Northwest Division
CWWlkj
CC: CITY OF EDMONDS (E-MAIL)
NED NELSON ARCHITECT (E-MAIL)
B&T ENGINEERING (E-MAIL)
WILCOX CONSTRUCTION (E-MAIL)
4303 198t' Street SW, Lynnwood, Washington 98036 • (425) 485-5519 • FAX (425) 485-6837
With Offices Serving the Western United States
09618279 DFR.doc
Page 1 of 1
1 � &Associate s,Inc.
Geotechnical Engineering a Environmental Engineering
Construction Testing and Inspection
Field
Report NO.: 09618279DFR192019SS-1
DATE: 1/9/2019 Set Count: 1 CONTRACTOR: Wilcox Construction
PROJECT #: 09618279 PERMIT #: BLD2017-1119
PROJECT: Dou 's Lynnwood Mazda INSPECTOR: Susheel Sharma
LOCATION: 22214 Hwy 99 JURISDICTION: Cit. of Edmonds
KA P.M.: Jeff Mercer WEATHER: Shower TEMP: 431 F
Krazan & Associates arrived on site per request for concrete inspection on time. Monitored load tickets, batch weights and
water allowances. Concrete started poured by 6:10 am and completed by 11:30 am. Contactor placed 219 yd3 of concrete
from plant of MILES Sand & Gravel. Contractor poured concrete from pump at the slab (main level) of the building at
(1) Grid A to F3 through Grid 1 to 7
Set 1: Mix Code : 026006C : Permit No : BLD20171119: Disv Ticket No:216998 r. Slab on the buildin,2
One set of five cylinders (4X8) were made for compressive strength testing. Break scheduled for one in 1-16-19, three in
2-6-19 and one is kept for hold. Contractor used pump truck to transport the concrete and was mechanically consolidated.
Designed strength of this concrete is 4000 psi. See Cylinder report 09618279CRO10919-SS-1 for break results.
Set 2: Mix Code : 026006C : Permit No : BLD20171119: Disu Ticket No:217014 rd. Slab on the building
One set of five cylinders (4X8) were made for compressive strength testing. Break scheduled for one in 1-16-19, three in
2-6-19 and one is kept for hold. Contractor used pump truck to transport the concrete and was mechanically consolidated.
Designed strength of this concrete is 4000 psi. See Cylinder report 09618279CRO10919-SS-2 for break results.
Site Photo 1: Concreting on slab (main level) of the buildings
Reviewed By: ASTM Test #: I I Asset Number(s):
To the best of my'* �)wledge, the above WAS performed in accordance with the approved plans, specifications and
regulatory requirements.
Superintendent/Representative: _ Technician:
Offices Serving the Western United States
Lynnwood (425) 485-5519 • Poulsbo (360) 598-2126 • Tacoma (253) 939-2500
The information provided on this report is prepared for the exclusive use of the client. This report may not be reproduced in any format without the written permission of the client and Kraxan & Associates. This report
indicates our inspectors observation and testing results based on site conditions and contractor activities. This information is subject to review prior to final submittal. By signing this report, our inspector does not accept
responsibility for validity of results. The same information has been provided by others on site.
..�-7�
& ASSOCIATES, INC.
GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING
CONSTRUCTION TESTING & INSPECTION
January 14, 2019
Accounts Payable
ADZAM INC. DBA DOUG'S MAZDA
22130 Hwy 99
Edmonds, WA 98026
RE: CONSTRUCTION TESTING AND INSPECTION
Doug's Lynnwood Mazda
22130 Hwy 99
Edmonds, Washington
KA No. 096-18279
Permit: BLD2017-1119
In accordance with your request and authorization, our firm performed construction testing and inspection
for the above -referenced project. The sampling and testing was performed by our inspectors and reports
are included.
If you have any questions, or if we can be of further assistance, please do not hesitate to contact our
office.
Respectfully submitted,
KRAZAN & ASSOCIATES, INC.
Corbett W. Mercer
Project Manager/Lab Manager
Pacific Northwest Division
C WM/lkj
CC: CITY OF EDMONDS (E-MAIL)
NED NELSON ARCHITECT (E-MAIL)
B&T ENGINEERING (E-MAIL)
WILCOX CONSTRUCTION (E-MAIL)
4303 198" Street SW, Lynnwood, Washington 98036 • (425) 485-5519 • FAX (425) 485-6837
With Offices Serving the Western United States
09618279 DFR.doc
'%AZM&Associates,Inc.
Geotechnical Engineering a Environmental Engineering
Construction Testing and Inspection
DATE: 1 /10/2019
PROJECT #: 09618279
PROJECT: Dou 's Lynnwood Mazda
LOCATION: 6059 Guide Meridian
KA P.M.: JSM
STRUCTURAL STEEL
❑ FIELD F11 SHOP WELDING
WELDING INSPECTION
REPORT NO.: 09618279SSR011019-DB
CONTRACTOR: Blue Star
PERMIT #:�15
INSPECTOR: Dave Bale
JURISDICTION: Edmonds
WEATHER: cloudy TEMP: 52 °
FIVISUAL ❑ MATERIAL ID
Item(s) Inspected:
1/4" fillet welds for stair stinger assemblies, ST201, ST202, ST203, and for plate attachment to column C200. Also 1/8" fillet
welds for connecting treads to stingers. Welds as per Blue Star Welding shop plans
Welder qualification / certification verified for:
Position:
❑✓
FLAT
❑
VERTICAL
❑
OVERHEAD
Process:
❑
SMAW
❑✓
FCAW
❑
SAW
Weld Type:
❑✓
FILLET
❑
C.P.
❑
PLUG
Weld Size:
❑
3/16"
❑✓
1/4"
❑
3/8"
Codes:
❑✓
AWS
❑
AISC
❑
ASME
NOTES
DISCREPANCIES
Welds
❑
❑
HORIZONTAL
GMAW
❑
❑
Filler Metal:
Other:
❑
P.P.
❑
Other:
❑
5/16"
IBC
❑
Other:
❑
❑
,
Other:
100 % COMPLETE
AWS D1.1 visual criteria
1/8"
To the best of my knowledge, the above performed in accordance with the approved plans, specifications and regulatory requirements.
Superintendent/Representative: Technician:
Offices Serving the Western United States
Lynnwood (425) 485-5519 • Poulsbo (360) 598-2126 • Tacoma (253) 939-2500
Structural Steel Report
Effective ] 0/3@Olt
The int lion provided on this report is prepared for the exclusive use ofthe climt. This report maymi be reproduced in any fbrmat without the written permission ofthe diem a ad Kramn&Associates. This report indimtes our inspectors obmmtim and testing results based on site conditions and
eontrador activities. This information is subject to review prim to final submittal. By signing this report, our inspector does not awopt re Wmil ility for validityofresdts. The same information has been provided by others on site.
& ASSOCIATES
INC.
GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING
CONSTRUCTION TESTING & INSPECTION
February 25, 2019
Accounts Payable
ADZAM INC. DBA DOUG'S MAZDA
22130 Hwy 99
Edmonds, WA 98026
RE: CONSTRUCTION TESTING AND INSPECTION
Doug's Lynnwood Mazda
22130 Hwy 99
Edmonds, Washington
KA No. 096-18279
Permit: BLD2017-1119
In accordance with your request and authorization, our firm performed construction testing and inspection
for the above -referenced project. The sampling and testing was performed by our inspectors and reports
are included.
If you have any questions, or if we can be of further assistance, please do not hesitate to contact our
office.
Respectfully submitted,
AN & ASSOCIATES, INC.
ett . Mercer
Project Manager/Lab Manager
Pacific Northwest Division
C WM/lkj
CC: CITY OF EDMONDS (E-MAIL)
NED NELSON ARCHITECT (E-MAIL)
B&T ENGINEERING (E-MAIL)
WILCOX CONSTRUCTION (E-MAIL)
4303 1981" Street SW, Lynnwood, Washington 98036 • (425) 485-5519 • FAX (425) 485-6837
With Offices Serving the Western United States
09618279 DFR.doc
e �g
Page 1 of 1
--, &Associates, I nc.
Geotechnical Engineering . Environmental Engineering
Construction Testing and Inspection
Field
Report NO.: 09618279DFR2192019DK
DATE: 2/19/2019 Set Count: CONTRACTOR: Wilcox/Fairweather
PROJECT #: 09618279 PERMIT #: BLD2017-1119
PROJECT: Mazda Lynnwood . �yY1�,ri, INSPECTOR: Don Keller
LOCATION: 22214 Hwy 99 JURISDICTION: Edmonds
KA P.M.: WEATHER: TEMP:
Inspected the placement of ASTM A615 GR60 reinforcing steel for cmu walls @1&B-E 111 lift (0'-4'), @1&A-B,
@E&3-4, @A&1-5,and @5&A-B 2nd lift (4'-8') Main Level. A,C,E,M,Q/S4.1, typ. Details S2.3, GSN, S 1.2. 5/31/16.
Verified mix #35MG708 3,500 psi grout (2,000 psi required) provided by Cadman. Observed the placement of (10.0)
cubic yards for areas stated above. Load placed continuously and within 90 minutes of batch time. Grout discharged into
hopper and conveyed with pump. Grout mechanically consolidated twice as required.
Cast 1 grout box @A&1 21 lift @8:15, mix 64; air 40, slump 8".
As per contractor's request and Architect's direction cast 1 set of masonry prism @E&3 21 lift, @8:40, mix 64, air 40,
slump 8".
,V�� 16 },
Reviewed Bv:
To the best of my know]
regulatory requirements.
ASTM Test #:
Asset
the above WAS performed in accordance with the approved plans, specifications and
Technician:
Offices Serving the Western United States
Lynnwood (425) 485-5519 • Poulsbo (360) 598-2126 • Tacoma (253) 939-2500
The information provided on this report is prepared for the exclusive use of the client. This report may not be reproduced in any format without the written permission of the client and Krazan & Associates. This report
indicates our inspectors observation and testing results based on site conditions and contractor activities. This information is subject to review prior to final submittaL By signing this report, our inspector does not accept
responsibility for validity of resins. The same information bas been provided by others on sit&
& ASSOCIATES
INC.
GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING
CONSTRUCTION TESTING & INSPECTION
February 25, 2019
Accounts Payable
ADZAM INC. DBA DOUG'S MAZDA
22130 Hwy 99
Edmonds, WA 98026
RE: CONSTRUCTION TESTING AND INSPECTION
Doug's Lynnwood Mazda
22130 Hwy 99
Edmonds, Washington
KA No. 096-18279
Permit: BLD2017-1119
In accordance with your request and authorization, our firm performed construction testing and inspection
for the above -referenced project. The sampling and testing was performed by our inspectors and reports
are included.
If you have any questions, or if we can be of further assistance, please do not hesitate to contact our
office.
Respectfully submitted,
AN & ASSOCIATES, INC.
ett . Mercer
Project Manager/Lab Manager
Pacific Northwest Division
C WM/lkj
CC: CITY OF EDMONDS (E-MAIL)
NED NELSON ARCHITECT (E-MAIL)
B&T ENGINEERING (E-MAIL)
WILCOX CONSTRUCTION (E-MAIL)
4303 1981" Street SW, Lynnwood, Washington 98036 • (425) 485-5519 • FAX (425) 485-6837
With Offices Serving the Western United States
09618279 DFR.doc
e �g
Page 1 of 1
--, &Associates, I nc.
Geotechnical Engineering . Environmental Engineering
Construction Testing and Inspection
Field
Report NO.: 09618279DFR2192019DK
DATE: 2/19/2019 Set Count: CONTRACTOR: Wilcox/Fairweather
PROJECT #: 09618279 PERMIT #: BLD2017-1119
PROJECT: Mazda Lynnwood . �yY1�,ri, INSPECTOR: Don Keller
LOCATION: 22214 Hwy 99 JURISDICTION: Edmonds
KA P.M.: WEATHER: TEMP:
Inspected the placement of ASTM A615 GR60 reinforcing steel for cmu walls @1&B-E 111 lift (0'-4'), @1&A-B,
@E&3-4, @A&1-5,and @5&A-B 2nd lift (4'-8') Main Level. A,C,E,M,Q/S4.1, typ. Details S2.3, GSN, S 1.2. 5/31/16.
Verified mix #35MG708 3,500 psi grout (2,000 psi required) provided by Cadman. Observed the placement of (10.0)
cubic yards for areas stated above. Load placed continuously and within 90 minutes of batch time. Grout discharged into
hopper and conveyed with pump. Grout mechanically consolidated twice as required.
Cast 1 grout box @A&1 21 lift @8:15, mix 64; air 40, slump 8".
As per contractor's request and Architect's direction cast 1 set of masonry prism @E&3 21 lift, @8:40, mix 64, air 40,
slump 8".
,V�� 16 },
Reviewed Bv:
To the best of my know]
regulatory requirements.
ASTM Test #:
Asset
the above WAS performed in accordance with the approved plans, specifications and
Technician:
Offices Serving the Western United States
Lynnwood (425) 485-5519 • Poulsbo (360) 598-2126 • Tacoma (253) 939-2500
The information provided on this report is prepared for the exclusive use of the client. This report may not be reproduced in any format without the written permission of the client and Krazan & Associates. This report
indicates our inspectors observation and testing results based on site conditions and contractor activities. This information is subject to review prior to final submittaL By signing this report, our inspector does not accept
responsibility for validity of resins. The same information bas been provided by others on sit&
ram::
i i —w
& ASSOCIATES, INC.
GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING
CONSTRUCTION TESTING & INSPECTION
February 28, 2019
Accounts Payable
ADZAM INC. DBA DOUG'S MAZDA
22130 Hwy 99
Edmonds, WA 98026
RE: CONSTRUCTION TESTING AND INSPECTION
Doug's Lynnwood Mazda
22130 Hwy 99
Edmonds, Washington
KA No. 096-18279
Permit: BLD2017-1119
In accordance with your request and authorization, our firm performed construction testing and inspection
for the above -referenced project. The sampling and testing was performed by our inspectors and reports
are included.
If you have any questions, or if we can be of further assistance, please do not hesitate to contact our
office.
Respectfully submitted,
KI ZAN & ASSOCIATES, INC.
Ctvrbett \N . Mercer
Project Manager/Lab Manager
Pacific Northwest Division
CWM/lkj
CC: CITY OF EDMONDS (E-MAIL)
NED NELSON ARCHITECT (E-MAIL)
B&T ENGINEERING (E-MAIL)
WILCOX CONSTRUCTION (E-MAIL)
4303 198" Street SW, Lynnwood, Washington 98036 • (425) 485-5519 • FAX (425) 485-6837
Will: Offices Serving llte Western United States
09618279 DFR.doc
Page 1 of 1
r=
Kraza8tAss ociate s, I nc.
Geotechnical Engineering . Environmental Engineering
Construction Testing and Inspection
Field
Report NO.: 09618279DFR2262019DB
DATE: 2/26/2019 Set Count: CONTRACTOR: Wilcox _
PROJECT #: 09618279 PERMIT #: BLD2017-1119
PROJECT: Doug's Mazda INSPECTOR: Dave Bale
LOCATION: 22214 Hwy 91 JURISDICTION: Edmonds
KA P.M.: JSM WEATHER: sunny TEMP: 42
On site for reinforced masonry inspection.
Grouted 8" CMU walls on grids A — 1 to 5, 5 - A to B.5 1 — A to C from 16' to 20' &
on grids 1 — D to E and E — 1 to 5 from 8' to 12'.
Reinforcing steel placement as per details A/S4.1 and on S2.3 masonry details.
Grout placed by grout pump and mechanically consolidated. 10 cubic yards of mix
#35MG708 supplied by Cadman for F'c = 2000.
Cast four grout specimens for strength tests.
Reviewed
To the best of my knowl
regulatory requirements.
ASTM Test #:
Asset Numberfs
the above WAS performed in accordance with the approved plans, specifications and
Technician:
Offices Serving the Western United States
Lynnwood (425) 485-5519 • Poulsbo (360) 598-2126 • Tacoma (253) 939-2500
The information provided on this report is prepared for the exclusive use of the client. This report may not be reproduced in any format without the written permission of the client and Krazan & Associates. This report
indicates our inspectors observation and testing results based on site conditions and contractor activities. This information is subject to review prior to final submittal. By signing this report, our inspector does not accept
responsibility for validity of results. Tbc same information has been provided by others on site.
OF
- AM
ASSOCIATES INC.
GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING
CONSTRUCTION TESTING & INSPECTION
March 7, 2019
Accounts Payable
ADZAM INC. DBA DOUG'S MAZDA
22130 Hwy 99
Edmonds, WA 98026
RE: CONSTRUCTION TESTING AND INSPECTION
Doug's Lynnwood Mazda
22130 Hwy 99
Edmonds, Washington
KA No. 096-18279
Permit: BLD2017-1119
In accordance with your request and authorization, our firm performed construction testing and inspection
for the above -referenced project. The sampling and testing was performed by our inspectors and reports
are included.
If you have any questions, or if we can be of further assistance, please do not hesitate to contact our
office.
Respectfully submitted,
AN & ASSOCIATES, INC.
r ett WfMercer
Project Manager/Lab Manager
Pacific Northwest Division
CWMllkj
CC: CITY OF EDMONDS (E-MAIL)
NED NELSON ARCHITECT (E-MAIL)
B&T ENGINEERING (E-MAIL)
WILCOX CONSTRUCTION (E-MAIL)
4303 19811 Street SW, Lynnwood, Washington 98036 • (425) 485-5519 • FAX (425) 485-6837
With Offices Serving the Western United States
09618279 DFR.doc
Page 1 of 1
KIWan& A s s o c i a t e s, I n c.
Geotechnical Engineering . Environmental Engineering
Construction Testing and Inspection
DATE: 3/4/2019
Field
Report NO.: 09618279DFR342019DB
Set Count: CONTRACTOR: Wilcox
PROJECT #: 09618279 PERMIT #: BLD2017-1119
PROJECT: Dou g's L nnwood Mazda INSPECTOR: Dave Bale
LOCATION: 22214 Hwy 99 JURISDICTION: Edmonds
KA P.M.: JSM WEATHER: sunny TEMP: 32
On site for reinforced masonry inspection.
Today's grout pour was cancelled without notice to Krazan and Associates.
Reviewed
ASTM Test #:
Asset
To the best of my knowledge, the above WAS performed in accordance with the approved plans, specifications and
regulatory requirements.
Technician:
Offices Serving the Western United States
Lynnwood (425) 485-5519 • Poulsbo (360) 598-2126 • Tacoma (253) 939-2500
The information provided on this report is prepared for the exclusive use of the client. This report may not be reproduced in any format without the written permission of the client and Krazan & Associates. This report
indicates our inspectors observation and testing results based on site conditions and contractor activities. This information is subject to review prior to final submittal. By signing this report, our inspector does not accept
responsibility for validity of results. The same information has been provided by others on site.
jga iiOF
'�i &ASSOCIATES NC.
GEOTECHNICAL ENGINEERING . ENVIRONMENTAL ENGINEERING
CONSTRUCTION TESTING & INSPECTION
March 12, 2019
Accounts Payable
ADZAM INC. DBA DOUG'S MAZDA
22130 Hwy 99
Edmonds, WA 98026
RE: CONSTRUCTION TESTING AND INSPECTION
Doug's Lynnwood Mazda
22130 Hwy 99
Edmonds, Washington
KA No. 096-18279
Permit: BLD2017-1119
In accordance with your request and authorization, our firm performed construction testing and inspection
for the above -referenced project. The sampling and testing was performed by our inspectors and reports
are included.
If you have any questions, or if we can be of further assistance, please do not hesitate to contact our
office.
Respectfully submitted,
ZAN & ASSOCIATES, INC.
ett . Mercer
Project Manager/Lab Manager
Pacific Northwest Division
C WM/lkj
CC: CITY OF EDMONDS (E-MAIL)
NED NELSON ARCHITECT (E-MAIL)
B&T ENGINEERING (E-MAIL)
WILCOX CONSTRUCTION (E-MAIL)
4303 19811 Street SW, Lynnwood, Washington 98036 • (425) 485-5519 • FAX (425) 485-6837
With Offices Serving the Western United States
09618279 DFR.doc
Page 1 of 1
J(JWan 8, A s s o c i a t e s, I n C. Field
Geotechnical Engineering 9 Environmental Engineering
Construction Testing and Inspection
Report NO.: 09618279DFR382019DK
DATE: 3/8/2019 Set Count: CONTRACTOR: Wilcox/Fairweather Masonry
PROJECT #: 09618279 PERMIT #:
PROJECT: Dougg's Mazda of Lynnwood INSPECTOR: Don Keller
LOCATION: 22214 Hwy 99 JURISDICTION: Edmonds
KA P.M.: WEATHER: TEMP:
Verified mix #35MG708 3,500 psi grout (2,000 psi required) provided by Cadman. Observed the
placement of (5.0) cubic yards of grout for cmu walls @E&1-3.5, @1&E-D3rd lift (8'-12'). Grout
placement scheduled for 8:00 am. I' load arrived on site @8:30. Load rejected by contractor @8:45
due oversized aggregate in mix. The aggregate was greater than the required 3/8" aggregate per
approved design. 2nd load arrived on site @10:30. Contractor experienced an equipment malfunction
with the pump @11:10. Contractor could no repair pump in a timely manner. 90 minutes had elapsed
from batch time and the contractor rejected 3.0 of the 5.0 cubic yards delivered to the site. Grout that
was placed was mechanically consolidated twice as required.
Cast 1 grout box @E&1 3rd lift (8'-12') @11:00, mix 64, air 40, slump 9".
- -k.
7z
Reviewed By: �xASTM Test #:
To the best of my fledge, the above WAS performed in accordance with the approved plans, specifications and
regulatory requirements.
Technician:
Offices Serving the Western United States
Lynnwood (425) 485-5519 • Poulsbo (360) 598-2126 • Tacoma (253) 939-2500
The information provided on this report is prepared for the exclusive use of the client. This report may not be reproduced in any format without the written permission of the client and Kra & Associates. This report
indicates our inspectors observation and testing results based on site conditions and contractor activities. This information is subject to review prior to final submittal. By signing this report, our inspector does not accept
responsibility for validity of results. The same information has been provided by others on site.
lab=
GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING
CONSTRUCTION TESTING & INSPECTION
March 15, 2019
Accounts Payable
ADZAM INC. DBA DOUG'S MAZDA
22130 Hwy 99
Edmonds, WA 98026
RE: CONSTRUCTION TESTING AND INSPECTION
Doug's Lynnwood Mazda
22130 Hwy 99
Edmonds, Washington
KA No. 096-18279
Permit: BLD2017-1119
In accordance with your request and authorization, our firm performed construction testing and inspection
for the above -referenced project. The sampling and testing was performed by our inspectors and reports
are included.
If you have any questions, or if we can be of further assistance, please do not hesitate to contact our
office.
Respectfully submitted,
AN & ASSOCIATES, INC.
ett W. Mercer
Project Manager/Lab Manager
Pacific Northwest Division
CW W]kj
CC: CITY OF EDMONDS (E-MAIL)
NED NELSON ARCHITECT (E-MAIL)
B&T ENGINEERING (E-MAIL)
WILCOX CONSTRUCTION (E-MAIL)
4303 19811 Street SW, Lynnwood, Washington 98036 • (425) 485-5519 • FAX (425) 485-6837
With Offices Serving the Western United States
09618279 DFR.doc
Page 1 of 1
1<17aZan &Associates,InC. Field
Geotechnical Engineering . Environmental Engineering
Construction Testing and Inspection
DATE: 3/13/2019
Report NO.: 09618279DFR3132019DB
Set Count: CONTRACTOR: Wilcox
PROJECT #: 09618279 PERMIT #:
PROJECT: Dou 's Lynnwood Mazda INSPECTOR: Dave Bale
LOCATION: 22214 Hwy 99 JURISDICTION: Edmonds _
KA P.M.: JSM WEATHER: partly cloud TEMP:47
On site for reinforced masonry inspection.
Solid grouted 8" CMU walls for 4' lift on grid 5 — `B to A and 2nd lift for 8" CMU
walls on grids C - 6 to 7, 6 — C to D, 7 —'A to C.
Reinforcing steel placement as per detail on C/S4.1 and S2.3 masonry details.
Grout placed by grout pump and mechanically consolidated. 7 cubic yards of mix #
35MG708 supplied by Cadman for F'c 2000.
Cast four grout specimens for strength tests.
c --
Reviewed By: ; ASTM Test #: Asset Number s):
To the best of my kn edge, t e above WAS performed in accordance with the approved plans, specifications and
regulatory requirements.
Superintendent/Representative: Technician:
Offices Serving the Western United States
Lynnwood (425) 485-5519 • Poulsbo (360) 598-2126 • Puyallup (253) 939-2500
The information provided on this report is prepared for the exclusive use of the client. This report may not be reproduced in any format without the written permission of the client and Kra an & Associates. This report
indicates our inspectors observation and testing results based on site conditions and contractor activities. This information is subject to review prior to final submittal. By signing this report, our inspector does not accept
responsibility for validity of results. The same information has been provided by others on site.
;.�
.KraZaL� &ASSOCIATES, INC.
GEOTECHNICAL ENGINEERING . ENVIRONMENTAL ENGINEERING
CONSTRUCTION TESTING & INSPECTION
March 25, 2019
Accounts Payable
ADZAM INC. DBA DOUG'S MAZDA
22130 Hwy 99
Edmonds, WA 98026
RE: CONSTRUCTION TESTING AND INSPECTION
Doug's Lynnwood Mazda
22130 Hwy 99
Edmonds, Washington
KA No. 096-18279
Permit: BLD2017-1119
In accordance with your request and authorization, our firm performed construction testing and inspection
for the above -referenced project. The sampling and testing was performed by our inspectors and reports
are included.
If you have any questions, or if we can be of further assistance, please do not hesitate to contact our
office.
Respectfully submitted,
KR. AN & ASSOCIATES, INC.
orbett W. Mercer
Project Manager/Lab Manager
Pacific Northwest Division
C WM/lkj
CC: CITY OF EDMONDS (E-MAIL)
NED NELSON ARCHITECT (E-MAIL)
B&T ENGINEERING (E-MAIL)
WILCOX CONSTRUCTION (E-MAIL)
4303 1981h Street SW, Lynnwood, Washington 98036 • (425) 485-5519 • FAX (425) 485-6837
With Offices Serving the Western United States
09618279 DFR.doc
Page 1 of 1
41`= m zan&Assoeiates,Inc. Field
Geotechnical Engineering • Environmental Engineering Report NO.: 09618279DFR3212019TR
Construction Testing and Inspection
DATE: 3/21/2019 Set Count: CONTRACTOR: Wilcox
PROJECT #: 09618279 PERMIT #:
PROJECT: Doug's Mazda INSPECTOR: Taylor Rooney
LOCATION: 22214 Highway 99 JURISDICTION: City of Edmonds
KA P.M.: Jeff Mercer WEATHER: Sunny TEMP: 65' F
Inspected Masonry wall construction for the top of wall lift located E/1-4, 1/A-E, A/1-5, 5/13'-A.
Masonry wall construction was checked for square, plumb, block size, mortar type and joints,
reinforcing steel size, grade, spacing, lap, and clearances, and embedded items. Mortar was basalite
type S. Masonry wall construction appeared to conform to the details on S2.3 of approved plans and
specifications.
Inspected grouting of the masonry walls located E/1-4, 1/A-E, A/1-5, 5B'-A. Cadman delivered
18yd3 of approved mix 35MG708 . Grout was placed by line pump and was mechanically
consolidated. One set of strength test prisms was cast from this mix. Grout placement appeared to
conform to the approved plans and specifications.
Reviewed By: I I / I ASTM Test #: I I Asset
To the best of my knowledge,, the above WAS performed in accordance with the approved plans, specifications and
regulatory requirements.
I Technician:
Offices Serving the Western United States
Lynnwood (425) 485-5519 • Poulsbo (360) 598-2126 • Tacoma (253) 939-2500
The information provided on this report is prepared for the exclusive use of the client. This report may not be reproduced in any format without the written permission of the client and Krazan & Associates. This report
indicates our inspectors observation and testing results based on site conditions and contractor activities. This information is subject to review prior to final submittal. By signing this report, our inspector does not accept
responsibility for validity of results. The same information has been provided by others on site.
--�--�_ & ASSOCIATES, INC.
GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING
CONSTRUCTION TESTING & INSPECTION
March 27, 2019
Accounts Payable
ADZAM INC. DBA DOUG'S MAZDA
22130 Hwy 99
Edmonds, WA 98026
RE: CONSTRUCTION TESTING AND INSPECTION
Doug's Lynnwood Mazda
22130 Hwy 99
Edmonds, Washington
KA No. 096-18279
Permit: BLD2017-1119
In accordance with your request and authorization, our firm performed construction testing and inspection
for the above -referenced project. The sampling and testing was performed by our inspectors and reports
are included.
If you have any questions, or if we can be of further assistance, please do not hesitate to contact our
office.
Respectfully submitted,
AN & ASSOCIATES, INC.
tt W. ercer
Project Manager/Lab Manager
Pacific Northwest Division
C WM/Ikj
CC: CITY OF EDMONDS (E-MAIL)
NED NELSON ARCHITECT (E-MAIL)
B&T ENGINEERING (E-MAIL)
WILCOX CONSTRUCTION (E-MAIL)
4303 198" Street SW, Lynnwood, Washington 98036 • (425) 485-5519 • FAX (425) 485-6837
With Offices Serving the Western United States
09619279 DFR.doc
aZaZ & _Associates, Inc_
FIELD REPORT 1952
GEOT£CHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING
CONSTRUCTION TESTING AND INSPECTION
DATE:It Z.7 _ CONTRACTOR:
PROJECT#: ` JURISDICTIONOWA
PROJ T���`� L. *�.I��1 YA^J\ PERMIT#: �2011 �
I,OCATION:2722)iA 1 INSPECTOR: 1my((" �
KRAZAN PROJECT MANAGER:'( . �' Z.C77 Q WEATHER: Qdq 7 �2 TEMP: , L
U = - 3 l�L C� X C _ ks�
2� � % C,>*Z 6Ir
L 1..1 t- S Li 1 CLj
C a9 ,�n�X 3 awn � .� .--vN
-tt-- A Z (Z 471
Equipment/Asset Number(s):
To the best of my knowled , •, the abov WAS WAS NOT performed in accordance with the ap roved plans, specifications, and regulatory requirements.
Superint entative: Technici
This report indicates our insp �r nervation and testing results based on the site condition and contractors activities. This information is subject to review prior to final submittal. By signing this report, our
inspector does not accept responsibility for validir of the results. Some information on this report may have been provided by others on site. The information provided on this report is prepared for the exclusive use of
the client. This report may not be reproduced in any format without the written permission of the client and Krazan & Assoc.
()>fff`P_C gp-rvi ty the iNP_CtP_m 1111ItP_!t StAtPq
_ �i
= 1XaZ;an & ASSOCIATES INC
.
GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING
CONSTRUCTION TESTING & INSPECTION
April 1, 2019
Accounts Payable
ADZAM INC. DBA DOUG'S MAZDA
22130 Hwy 99
Edmonds, WA 98026
RE: CONSTRUCTION TESTING AND INSPECTION
Doug's Lynnwood Mazda
22130 Hwy 99
Edmonds, Washington
KA No. 096-18279
Permit: BLD2017-1119
In accordance with your request and authorization, our firm performed construction testing and inspection
for the above -referenced project. The sampling and testing was performed by our inspectors and reports
are included.
If you have any questions, or if we can be of further assistance, please do not hesitate to contact our
office.
Respectfully submitted,
"AZAN & ASSOCIATES, INC.
I'orbett W. Mercer
Project Manager/Lab Manager
Pacific Northwest Division
CWNVlkj
CC: CITY OF EDMONDS (E-MAIL)
NED NELSON ARCHITECT (E-MAIL)
B&T ENGINEERING (E-MAIL)
WILCOX CONSTRUCTION (E-MAIL)
4303 198" Street SW, Lynnwood, Washington 98036 • (425) 485-5519 • FAX (425) 485-6837
With Offices Serving the Western United States
09618279 DFR.doc
Page 1 of 1
'4�1(rUZajjt
&Associate s, I nc.
Geotechnical Engineering a Environmental Engineering
Construction Testing and Inspection
Field
Report NO.: 09618279DFR3282019DK
DATE: 3/28/2019 Set Count: CONTRACTOR: Wilcox/Fairweather Masonry
PROJECT #: 09618279 PERMIT #: BLD2017 1119
PROJECT: Doup-'s Mazda INSPECTOR: Don Keller
LOCATION: 22214 Hwy 99 JURISDICTION: Edmonds
KA P.M.: WEATHER: TEMP:
Inspected the placement of AS FM A615 GR60 reinforcing steel and embed plates
for emu walls @5&'B-D 5th lift (16'-20' and @'B-A.1&5-6 4th lift (12'-16') Main
Level. A,K/S5.1,B,C/S5.2,G/S3.1,GSN,S 1.2,S 1.4. Revision 2 5/31/18.
Verified mix #3MG708 3,500 psi grout (2,000 required) provided by Cadman.
Observed the placement of (9.0) cubic yards of grout for areas stated above. Load
placed continuously and within 90 minutes of batch time. Grout discharged into hopper
and conveyed with pump. Grout mechanically consolidated twice as required. Note:
Grout placement scheduled for 9:30. Load arrived @9:50. Grout placement began
@10:00.
Cast 1 grout box for emu walls @5&C 5' lift (16'-20') Main Level, @10:20 , mix
65, air 48, slump 9".
Reviewed
r i
ASTM Test #:
Asset
To the best of my knowledge, the above WAS performed in accordance with the approved plans, specifications and
regulatory requirements.
Technician:
Offices Serving the Western United States
Lynnwood (425) 485-5519 • Poulsbo (360) 598-2126 • Tacoma (253) 939-2500
The information provided on this report is prepared for the exclusive use of the client This report may not be reproduced in any format without the written permission of the client and Krazan & Associates. This report
indicates our inspectors observation and testing results based on site conditions and contractor activities. This information is subject to review prior to final submittal. By signing this report, our inspector does not accept
responsibility for validity of results. The same information has been provided by others on site.
JIMPM
1<1.0"azan & ASSOCIATES, INC.
GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING
CONSTRUCTION TESTING & INSPECTION
April 3, 2019
Accounts Payable
ADZAM INC. DBA DOUG'S MAZDA
22130 Hwy 99
Edmonds, WA 98026
RE: CONSTRUCTION TESTING AND INSPECTION
Doug's Lynnwood Mazda
22130 Hwy 99
Edmonds, Washington
KA No. 096-18279
Permit: BLD2017-1119
In accordance with your request and authorization, our firm performed construction testing and inspection
for the above -referenced project. The sampling and testing was performed by our inspectors and reports
are included.
If you have any questions, or if we can be of further assistance, please do not hesitate to contact our
office.
Respectfully submitted,
AN & ASSOCIATES, INC.
ett W. Mercer
Project Manager/Lab Manager
Pacific Northwest Division
CWM/]kj
CC: CITY OF EDMONDS (E-MAIL)
NED NELSON ARCHITECT (E-MAIL)
B&T ENGINEERING (E-MAIL)
WILCOX CONSTRUCTION (E-MAIL)
4303 1981h Street SW, Lynnwood, Washington 98036 • (425) 485-5519 • FAX (425) 485-6837
With Offices Serving the Western United States
09618279 DFR.doc
® a11& Associate_s, Inc.
FIELD REPORT 2161
GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING
CONSTRUCTION TESTING AND INSPECTION
DATE:..dV1_ 1:LJ } , 141. ` 1 10I -CONTRACTOR: %,J% L P
PROJECT#:_ t .-57-7-c1 _ JURISDICTION: � y
PROJEICTI,Z_105.. - `tom V)M,_n PERMIT #: ?� Ll�'L�
LOCATION: �Ak a, _ INSPECTOR: w _
KRAZAN PROJECT MANAGER: 0 WEATHER: r.� TEMP: 9
reo1 C3 ` - ' 8 /xr CB 1-1_1:.. Cam)D ' Ts -L..Ll--,ti_!'^ /-UN
iZ 1� � -7 7r .3 17
�-�.1�_-�.�_C � /�►-J�� ._t'ar� �✓Ig � C_1.a/�� eC� t-L. C '��Ll L�'r.=
Equipment/Asset Number(s): r.
To the best of my knot ed e, the above AS / AS NOT performed in accordance with th pproved plans, specifications, and regulatory requirements.
Superi to d presentative: Techn' i n-.
This report indicates our inspector's observation and testing results based on the site condition and contractors activities. This information is subject to review prior to final submittal. By signing this report, our
inspector does not accept responsibility for validity of the results. Some information on this report may have been provided by others on site. The information provided on this report is prepared for the exclusive use of
the client. This report may not be reproduced in any format without the written permission of the client and Krazan & Assoc.
Ifitf rP_C SP_rvinfll thP- WP_-CtP-rn 11nitP_d .S'tatP_c
Page 1 of 1
KraZM—�" &Associates,lnc.
Geotechnical Engineering . Environmental Engineering
Construction Testing and Inspection
Field
Report NO.: 09618279DFR412019TR
DATE: 4/1/2019 Set Count: CONTRACTOR: Wilcox
PROJECT #: 09618279 PERMIT #: BLD2017-1119
PROJECT: Doug's Mazda INSPECTOR: Taylor Rooney
LOCATION: 22214 Highway 99 JURISDICTION: City of Edmonds
KA P.M.: Jeff Mercer WEATHER: Sunny TEMP: 60' F
Inspected anchor bolt installation for the roof joint hangars. 42- 3/"anchor bolts were
installed into 6" deep holes. Holes were cleaned using the blow -brush -blow method.
Anchor bolts were installed using Hilti RE500V3 batch 083416L3 exp 10/2019. Anchor
bolt installation appeared to conform to the manufacturer's directions and the approved
plans and specifications.
Reviewed
ASTM Test #: I I Asset
To the best of my knowledge, the above WAS performed in accordance with the approved plans, specifications and
regulatory requirements.
Technician:
Offices Serving the Western United States
Lynnwood (425) 485-5519 - Poulsbo (360) 598-2126 - Tacoma (253) 939-2500
The information provided on this report is prepared for the exclusive use of the client. This report may not be reproduced in any format without the written permission of the client and Kr man & Associates. This report
indicates our inspectors observation and testing results based on site conditions and contractor activities. This information is subject to review prior to final submittal. By signing this report, our inspector does not accept
responsibility for validity of results. The same information has been provided by others on sits
ASSOCIA
GEOTECHNICAL ENGINEERING . ENVIRONMENTAL ENGINEERING
CONSTRUCTION TESTING & INSPECTION
April 5, 2019
Accounts Payable
ADZAM INC. DBA DOUG'S MAZDA
22130 Hwy 99
Edmonds, WA 98026
RE: CONSTRUCTION TESTING AND INSPECTION
Doug's Lynnwood Mazda
22130 Hwy 99
Edmonds, Washington
KA No. 096-18279
Permit: BLD2017-1119
In accordance with your request and authorization, our firm performed construction testing and inspection
for the above -referenced project. The sampling and testing was performed by our inspectors and reports
are included.
If you have any questions, or if we can be of further assistance, please do not hesitate to contact our
office.
Respectfully submitted,
ZAN & ASSOCIATES, INC.
ett . Mercer
Project Manager/Lab Manager
Pacific Northwest Division
C WM/]kj
CC: CITY OF EDMONDS (E-MAIL)
NED NELSON ARCHITECT (E-MAIL)
B&T ENGINEERING (E-MAIL)
WILCOX CONSTRUCTION (E-MAIL)
4303 198" Street SW, Lynnwood, Washington 98036 • (425) 485-5519 • FAX (425) 485-6837
With Offices Serving the Western United States
09618279 DFR.doc
Page 1 of 1
�Kr[�Zan&Associates,InC. Field
Geotecitnical Engineering • Environmental Engineering Report NO.: 09618279DFR4220191V
Construction Testing and Inspection
DATE: 4/2/2019 Set Count: CONTRACTOR: WILCOX
PROJECT #: 09618279 PERMIT #: BLD 2017 1119
PROJECT: Do 's Mazda INSPECTOR: Itia' Vahora
LOCATION: 22214 Hwy 99 JURISDICTION: City of Edmonds
KA P.M.: JSM WEATHER: PCL TEMP: 45' F
On site per request for structural reinforced concrete field testing with placement observations.
Verified reinforcement placement, as shown below prior to concrete pour. Contractor poured
mix#0255AC, 10 cys supplied by Miles S & G plant#125. Sampled for temperature, air and cast one
set of cylinders for strength testing in the lab. See concrete report #09618279CR422109IV for more
information.
Location — Trash Enclosure Footing with slab at gridline B1/ 5-6
Sampled - (4) - 4 X 8 Cylinders.
Reviewed By: I I / I I ASTM Test #: I I Asset
To the best of my knowledge, the above WAS performed in accordance with the approved plans, specifications and
regulatory requirements.
Technician:
Offices Serving the Western United States
Lynnwood (425) 485-5519 • Poulsbo (360) 598-2126 • Tacoma (253) 939-2500
The information provided on this report is prepared for the exclusive use of the client. This report may not be reproduced in any format without the written permission of the client and Krazan & Associates. This report
indicates our inspectors observation and testing results based on site conditions and contractor activities. This information is subject to review prior to final submittal. By signing this report, our inspector does not accept
responsibility for validity of results. The same information has been provided by others on site.
S �w
�-�-V OF
all & ASSOCIATES, INC.
GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING
CONSTRUCTION TESTING & INSPECTION
April 8, 2019
Accounts Payable
ADZAM INC. DBA DOUG'S MAZDA
22130 Hwy 99
Edmonds, WA 98026
RE: CONSTRUCTION TESTING AND INSPECTION
Doug's Lynnwood Mazda
22130 Hwy 99
Edmonds, Washington
KA No. 096-18279
Permit: BLD2017-1119
In accordance with your request and authorization, our firm performed construction testing and inspection
for the above -referenced project. The sampling and testing was performed by our inspectors and reports
are included.
If you have any questions, or if we can be of further assistance, please do not hesitate to contact our
office.
Respectfully submitted,
KR;VAN & ASSOCIATES, INC.
'r
ett W. Mercer
Project Manager/Lab Manager
Pacific Northwest Division
CWNV]kj
CC: CITY OF EDMONDS (E-MAIL)
NED NELSON ARCHITECT (E-MAIL)
B&T ENGINEERING (E-MAIL)
WILCOX CONSTRUCTION (E-MAIL)
4303 198" Street SW, Lynnwood, Washington 98036 • (425) 485-5519 • FAX (425) 485-6837
With Offices Serving the Western United States
09618279 DFR.doc
_K_ aZ_a.I1_ & Associates, Inc_
GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING
CONSTRUCTION TESTING AND INSPECTION
DATE: Ll - 4
PROJECT #:.42:g� t,5 //Y z 7 52
PROJECT i/ S 11W VZr7r7-i/ Z.17-1119e--
L-OCATION: 2-2Z/6Z i� !7-G% _m
KRAZAN PROJECT MANAGER:
FIELD REPORT 2072
CONTRACTOR: -1 e-&
JURISDICTION: �2
PERMIT #: ZL o2o /"7
INSPECTOR:-7?C./!J
WEATHER: TEMP: 6-6
N
& -a` 12 ` -0 is % - 7. 7/i9' =- c - c %X - 7. X� / l' - D .
a f �
IVA �� .-�, �� x ;' ` 7 . C- /lf. 711 S - 7.r yrh �' /.s,.z<•. ��. / r.
Equipment/Asset Number(s):
To the best of my knowl g , the above AS / WAS NOT performed in accordance with the approved plans, specifications, and regulatory requirements.
Superin en e sentative: Te_can:
This report indicates our inspector's observation and testing results based on the site condition and contractor's activities. This in tion is subject to review prior to final submittal. By signing this report, our
inspector does not accept responsibility for validity of the results. Some information on this report may have been provided by others ' ite. The information provided on this report is prepared for the exclusive use of
the client. This report may not be reproduced in any format without the written permission of the client and Krazan & Assoc.
IlfficPc SPrvinn the WpctPrn l/nitnid GtatPc _
e
_ _ _ & ASSOCIATES, INC.
GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING
CONSTRUCTION TESTING & INSPECTION
April 15, 2019
Accounts Payable
ADZAM INC. DBA DOUG'S MAZDA
22130 Hwy 99
Edmonds, WA 98026
RE: CONSTRUCTION TESTING AND INSPECTION
Doug's Lynnwood Mazda
22130 Hwy 99
Edmonds, Washington
KA No. 096-18279
Permit: BLD2017-1119
In accordance with your request and authorization, our firm performed construction testing and inspection
for the above -referenced project. The sampling and testing was performed by our inspectors and reports
are included.
If you have any questions, or if we can be of further assistance, please do not hesitate to contact our
office.
Respectfully submitted,
ZAN & ASSOCIATES, INC.
rbett . Mercer
Project Manager/Lab Manager
Pacific Northwest Division
CWM/]kj
CC: CITY OF EDMONDS (E-MAIL)
NED NELSON ARCHITECT (E-MAIL)
B&T ENGINEERING (E-MAIL)
WILCOX CONSTRUCTION (E-MAIL)
4303 198" Street SW, Lynnwood, Washington 98036 • (425) 485-5519 • FAX (425) 485-6837
With Offices Serving the Western United States
09618279 DFRdoc
Page 1 of 1
&Associates, Inc. Field
Geotechnical Engineering . Environmental Engineering Report NO.: 09618279DFR4112019ZZ
Construction Testing and Inspection
DATE: 4/11/2019 Set Count: CONTRACTOR: WILCOX
PROJECT #: 09618279 PERMIT #: BLD2017-1119
PROJECT: Do 's Lynnwood Mazda INSPECTOR: Zelalem Zerihun
LOCATION: 22214 HWY 99, Edmonds, WA JURISDICTION: City of Edmonds
KA P.M.: Corbett Mercer WEATHER: Cloudy TEMP: 50' F
Krazan & Associates, Inc. (KAI) representative visited the above -named project as
per contractor's request and performed reinforcing steel and grout inspections for CMU
walls.
Reinforcing Steel:
• Reinforcing steel for 8" CMU walls placed by FAIRWEATHER MASONRY CO
INC as per general notes S2.1 and typical details.
• Locations inspected — top lifts D/5 5.9, 5.9/C — D, 5.9 — 7/C, 7/A — C, A/6 — 7,
elevator shaft top lift, and trash enclosure walls 6' high.
• Observed all CMU walls listed -above to ensure all reinforcing steels are placed
per plan and to verify bar grade & size. CMU cells are clear with allowed height
for grout pour.
Grout Placement:
■ Grout mix ID#35MG708 supplied by CADMAN from plant # 34 and placed by
line -pump for the CMU walls listed -above.
• Contractor used "pencil" vibrator to consolidate the grout.
• Grout sample was taken and cast specimen for compressive strength test. Please
refer to 18279MGR041119ZZ for test results.
Reviewed Bv:
To the best of my kill
regulatory requirements.
ASTM Test #:
Asset
the above WAS performed in accordance with the approved plans, specifications and
ve:
Technician:
Offices Serving the Western United States
Lynnwood (425) 485-5519 - Poulsbo (360) 598-2126 - Tacoma (253) 939-2500
The information provided on this report is prepared for the exclusive use of the client. This report may not be reproduced in any format without the written permission of the client and Krazan & Associates. This report
indicates our inspectors observation and testing results based on site conditions and contractor activities. This information is subject to review prior to final submittal. By signing this report, our inspector does not accept
responsibility for validity of results. The same information has been provided by others on site.
1K"_= &ASSOCIATES NC
GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING
CONSTRUCTION TESTING & INSPECTION
April 17, 2019
Accounts Payable
ADZAM INC. DBA DOUG'S MAZDA
22130 Hwy 99
Edmonds, WA 98026
RE: CONSTRUCTION TESTING AND INSPECTION
Doug's Lynnwood Mazda
22130 Hwy 99
Edmonds, Washington
KA No. 096-18279
Permit: BLD2017-1119
In accordance with your request and authorization, our firm performed construction testing and inspection
for the above -referenced project. The sampling and testing was performed by our inspectors and reports
are included.
If you have any questions, or if we can be of further assistance, please do not hesitate to contact our
office.
Respectfully submitted,
KRAZAN & ASSOCIATES, INC.
I114-_� ,
for Corbett W. Mercer
Project Manager/Lab Manager
Pacific Northwest Division
CWM/lkj
CC: CITY O.F EDMONDS (E-MAIL)
NED NELSON ARCHITECT (E-MAIL)
B&T ENGINEERING (E-MAIL)
WILCOX CONSTRUCTION (E-MAIL)
4303 198t1 Street SW, Lynnwood, Washington 98036 • (425) 485-5519 • FAX (425) 485-6837
With Offices Serving the Western United States
09618279 DFR.doc
Page 1 of 1
%Kmzan&Associates, Inc. Field
Geotechnical Engineering e Environmental Engineering
Construction Testing and Inspection
Report NO.: 09618279DFR4152019JLG
DATE: 4/15/2019 Set Count: CONTRACTOR: Wilcox
PROJECT #: 09618279 PERMIT #: BLD2017-1119
PROJECT: Dou s L wood Mazda INSPECTOR: Jerry L. Gelder
LOCATION: 22214 Hwy 99 Lynnwood JURISDICTION: City of Lynnwood
KA P.M.: WEATHER: Partly Cloudy TEMP: 58' F
Arrived onsite per contractors request to observe the installation of %" all thread bolts into
existing CMU. Observed contractor installed the bolts for angle iron Line 1 Grid A to D, Line 5 Grid
B to E and joist clips Line 5 Grid B to E (north side) and Line 6 Grid B to E at the roof line.
Contractor had drilled and cleaned out the holes. The bolts were installed with required 5 1/2"
Reviewed By: ASTM Test #: I I Asset
To the best of my knowledge, the above WAS performed in accordance with the approved plans, specifications and
regulatory requirements.
Technician:
Offices Serving the Western United States
Lynnwood (425) 485-5519 • Poulsbo (360) 598-2126 • Tacoma (253) 939-2500
The information provided on this report is prepared for the exclusive use of the client. This report may not be reproduced in any format without the written permission of the client and Krazan & Associates. This report
indicates our inspectors observation and testing results based on site conditions and contractor activities. This information is subject to review prior to final submittal. By signing this report, our inspector does not accept
responsibility for validity of results. The same information has been provided by others on site.
---------!EEi�
1� MIL
�i�
ASS OCIA
GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING
CONSTRUCTION TESTING & INSPECTION
April 23, 2019
Accounts Payable
ADZAM INC. DBA DOUG'S MAZDA
22130 Hwy 99
Edmonds, WA 98026
RE: CONSTRUCTION TESTING AND INSPECTION
Doug's Lynnwood Mazda
22130 Hwy 99
Edmonds, Washington
KA No. 096-18279
Permit: BLD2017-1119
In accordance with your request and authorization, our firm performed construction testing and inspection
for the above -referenced project. The sampling and testing was performed by our inspectors and reports
are included.
If you have any questions, or if we can be of further assistance, please do not hesitate to contact our
office.
Respectfully submitted,
7rbett
ASSOCIATES, INC.
ercer
Project Manager/Lab Manager
Pacific Northwest Division
CWM/lkj
CC: CITY OF EDMONDS (E-MAIL)
NED NELSON ARCHITECT (E-MAIL)
B&T ENGINEERING (E-MAIL)
WILCOX CONSTRUCTION (E-MAIL)
4303 19811 Street SW, Lynnwood, Washington 98036 • (425) 485-5519 • FAX (425) 485-6837
With Offices Serving the Western United States
09618279 DFR.doc
'■t1ClZM&Associates,Inc.
Geotechnical Engineering *Environmental Engineering
Construction Testing and Inspection
WELDING INSPECTION
REPORT NO.: 18279SSR042219-DL
DATE: 4/22/2019 CONTRACTOR: Wilcox / Blue Star Welding
PROJECT #: 09618279 PERMIT #: BLD2017 1119
PROJECT: Dougs Mazda Lynnwood INSPECTOR: David Lane
LOCATION: Ji99 Lynnwood Washington JURISDICTION: City of Lynnwood
KA P.M.: Jeff Mercer WEATHER: rain TEMP: 50 °
STRUCTURAL STEEL
❑ FIELD ❑✓ SHOP WELDING ❑✓ VISUAL ❑ MATERIAL ID
Field welded connections of: A)l2x8x3/8" HSS Steel Framing as per S5.1 B) Open Web joists to joist seats and to transverse
grider.
A) NE corner @ D-E/4-5 Level 2-Roof. B) E/1-15 (West Wall) & C/1-5 (Girder) - Roof Level.
Welder qualification / certification verified for: WABO qualifications verified for active BlueStar welders
Position:
Process:
Weld Type:
Weld Size:
Codes:
❑`� FLAT
❑ SMAW
❑ FILLET
❑ 3116"
❑✓ AWS
❑
❑
❑
❑
❑
VERTICAL ❑ OVERHEAD
FCAW ❑ SAW
C.P. ❑ PLUG
1/4" ❑ 3/8"
AISC ❑ ASME
❑ HORIZONTAL
❑ GMAW
❑ P.P.
❑ 5/16"
❑ IBC
❑ Filler Metal:
❑ Other:
❑ Other:
❑ Other:
❑ Other:
NOTES
DISCREPANCIES
100 % COMPLETE
❑
:Irnved onsite as per dispatch. Performed periodic visual inspection of the following field welded items: A) HSS tube steel
I -aming to Knife Plate connections as per S5.1. This inspection was performed in the NE corner of the building at the above
listed grid coordinates. All 12x8x3/8" tube steel members were welded to intersecting knife plates as detailed. B) Open web
foists field welded connections to joist seats and girder were also inspected. Only the East wall and Centerline Girder
connections were 100% completed at this time. Work is in progress. All inspected welds were visually acceptable as per
aWS 131.1, Clause 6 criteria.
Dam C Lam,
cvvlM 1 71
'e T
aC1 EXP. W11=1
To the best of my knowledge, the above WAS performed in accordanc i! h the approved plans, specifications and regulatory requirements.
Superintendent/Representative: !J Technician:
Offices Serving the Western United States
Lynnwood (425) 485-5519 • Poulsbo (360) 598-2126 • Puyallup (253) 939-2500
Shchual Steel Report Revision 2
Effective 01/22/2013
'no W lime pmvidedon thi3,q—ispmpetod fortheeu1wimuwoftheclim1. This mpon may not W oopoduco] in my f twilhoot the wdum pmmissimt uftheelimt and K&As--atea. Thisnpnt inditxles ominapmdma ot>—tiou andtestingoomhs based on sitem Utiousandmnbenor
eahitim. This in1bmdon i, mbia to msiew prim to Soaraubm0lal. By sigvmgthismWtourinspWmacesnmemopttespm,sbi&yforvaMtyofmsnits.Thesamemfolmatioohasbeenpmvidedbyoth-mshe.
KX_ &ASSOCIATES, INC.
GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING
CONSTRUCTION TESTING & INSPECTION
April 30, 2019
Accounts Payable
ADZAM INC. DBA DOUG'S MAZDA
22130 Hwy 99
Edmonds, WA 98026
RE: CONSTRUCTION TESTING AND INSPECTION
Doug's Lynnwood Mazda
22130 Hwy 99
Edmonds, Washington
KA No. 096-18279
Permit: BLD2017-1119
In accordance with your request and authorization, our firm performed construction testing and inspection
for the above -referenced project. The sampling and testing was performed by our inspectors and reports
are included.
If you have any questions, or if we can be of further assistance, please do not hesitate to contact our
office.
Respectfully submitted,
ZAN & ASSOCIATES, INC.
.orbettt
ercer
Project Manager/Lab Manager
Pacific Northwest Division
CWM/lkj
CC: CITY OF EDMONDS (E-MAIL)
NED NELSON ARCHITECT (E-MAIL)
B&T ENGINEERING (E-MAIL)
WILCOX CONSTRUCTION (E-MAIL)
4303 198" Street SW, Lynnwood, Washington 98036 • (425) 485-5519 • FAX (425) 485-6837
With Offices Serving the Western United States
09618279 DFR.doc
Page 1 of 1
==V4.raZan&Associate s, Inc.
Geotechnical Engineering . Environmental Engineering
Construction Testing and Inspection
Field
Report NO.: 09618279DFR4272019DK
DATE: 4/27/2019 Set Count: CONTRACTOR: Wilcox/BSW
PROJECT #: 09618279 PERMIT #: BLD2017-1119
PROJECT: Do 's Lynnwood Mazda INSPECTOR: Don Keller
LOCATION: 22214 Hwy 99 JURISDICTION: Edmonds
KA P.M.: CWM WEATHER: Sunny TEMP:
Observed the placement of 5/8" and 3/4" threaded rod for ledgers @'B&5-6
(mezzanine and upper ledger), @'A&6-7, @C&6-7, @B&5-6, and @7&A-C Main
Level. Holes drilled 3/4" round x 4 V2" deep and 7/8" round x 5 V2" deep and cleaned as
per manufacturer's recommendation. Threaded rod epoxy grouted with counter
clockwise twisting motion to remove air. Hilti Hit -RE 500 V3 Exp. 02/2020.
D/S4.2,B/S5.1, GSN, S 1.3, S 1.4. Revision 2 6/31/18.
Pao
Reviewed B� : ASTM Test #: Asset Number(s):
To the best of my knowledge, the above WAS performed in accordance with the approved plans, specifications and
regulatory requirements.
Superintendent/Representative: Technician:
Offices Serving the Western United States
Lynnwood (425) 485-5519 • Poulsbo (360) 598-2126 • Tacoma (253) 939-2500
The information provided on this report is prepared for the exclusive use of the client. This report may not be reproduced in any format without the written permission of the client and Kraran & Associates. This report
indicates our inspectors observation and testing results based on site conditions and contractor activities. This information is subject to review prior to final submittal. By signing this report, our inspector does not accept
responsibility for validity of results. The same information has been provided by others on site
4ffi0L11_ & ASSOCIATES INC
.
GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING
CONSTRUCTION TESTING & INSPECTION
May 7, 2019
Accounts Payable
ADZAM INC. DBA DOUG'S MAZDA
22130 Hwy 99
Edmonds, WA 98026
RE: CONSTRUCTION TESTING AND INSPECTION
Doug's Lynnwood Mazda
22130 Hwy 99
Edmonds, Washington
KA No. 096-18279
Permit: BLD2017-1119
In accordance with your request and authorization, our firm performed construction testing and inspection
for the above -referenced project. The sampling and testing was performed by our inspectors and reports
are included.
If you have any questions, or if we can be of further assistance, please do not hesitate to contact our
office.
Respectfully submitted,
ZAN & ASSOCIATES, INC.
r ett . Mercer
Project Manager/Lab Manager
Pacific Northwest Division
C WM/Ikj
CC: CITY OF EDMONDS (E-MAIL)
NED NELSON ARCHITECT (E-MAIL)
B&T ENGINEERING (E-MAIL)
WILCOX CONSTRUCTION (E-MAIL)
4303 198" Street SW, Lynnwood, Washington 98036 • (425) 485-5519 • FAX (425) 485-6837
Wdtl: Offices Serving the Western United States
09618279 DFR.doc
=a �41azan8,Associates,Inc.
Geotechnical Engineering • Environmental Engineering
Construction Testing and Inspection
WELDING INSPECTION
REPORT NO.: 09618279SSR050119-ZZ
DATE: 5/1/2019 CONTRACTOR: WILCOX
PROJECT #: 09618279 PERMIT #:
PROJECT: Dougs Mazda Lynnwood INSPECTOR: Zelalem Zerihun
LOCATION: 22214 HWY 99, Edmonds, WA JURISDICTION: City_of Edmonds
KA P.M.: Jeffrey S. Mercer WEATHER: Cloudy TEMP: 50's
STRUCTURAL STEEL
71 FIELD ❑ SHOP WELDING r7l VISUAL ❑ MATERIAL ID
Item(s) Inspected:
Joist -to -Seat, Drag strut tubes to joist, see below for details.
Location:
Joist -to -Seat connections located on east and west end supports on roof level @ A/1 - 5 & E/1 — 5 and Drag Struts Tubes -to -
Joists on south & north sides @ 1/A - E & 5/A — E.
Welder qualification / certification verified for:
Position:
Process:
Weld Type:
Weld Size:
Codes:
❑� NOTES
WABO cards
FLAT
❑
VERTICAL ❑ OVERHEAD 0 HORIZONTAL
SMAW
❑
FCAW ❑ SAW ❑ GMAW
FILLET
❑
C.P. ❑ PLUG ❑ P.P.
3/16"
❑
1/4" ❑ 3/8" ❑ 5/16"
AWS
❑
AISC ❑ ASME ❑ IBC
❑
DISCREPANCIES
verified for active Blue Star welders.
Filler Metal:
❑ Other:
❑ Other:
❑ Other:
❑ Other:
E71 T-8
% COMPLETE
On site and inspected welding for Joist -to -Seat connections located on east and west end supports on roof
level @ A/1 - 5 & E/1 — 5 and for Drag Struts Tubes -to -Joists on south & north sides @ 1/A - E & 5/A — E.
Also some of joists are welded to HSS near NE area. Also, contractor welded X-bridging near area 4/C — F as
per plan. Roof diaphragm is not ready at this time. All welds are visually acceptable as per AWS D1.1.
We reviewed joist manufacturer's drawings and noticed a callout for a plate (Stabilizer Plate) on CMU
pilaster/wall as per 2/JE4.01 at the south end of the girder near 1/C.
Currently the plate on CMU is NOT installed. Contractor will need to post -install the plate (DO NOT WELD
BOTTOM CHORD TO PLATE) or provide manufacturer's acceptance without a stabilizer plate.
To the best of my knowledge, the above WAS performed in accordance with a approved plans, specifications and regulatory requirements.
Superintendent/Representative: + echnician:
Offices Serving the Western United States
Lynnwood (425) 485-5519 • Poulsbo (360) 598-2126 • Tacoma (253) 939-2500
Structr"al Steel Report Effective 10/32017
The i if lion provided on t1ii report is prepared for the escluvive use oFWe clirnt. This report may not be rgmAumd in any format without Ne written pemtiesion of the client —I Krnzen & Associates. This report indicates ow inspectors observation end testing results based on siteconditions and
contractor activities. This information is subject to review prior to final submittal. By signing tlds report, our inspector does not accept responsibility for validity ofresults. The same infomrstion has been provided by others on site.
aZall
_ & ASSOCIATES, INC.
GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING
CONSTRUCTION TESTING & INSPECTION
May 9, 2019
Accounts Payable
ADZAM INC. DBA DOUG'S MAZDA
22130 Hwy 99
Edmonds, WA 98026
RE: CONSTRUCTION TESTING AND INSPECTION
Doug's Lynnwood Mazda
22130 Hwy 99
Edmonds, Washington
KA No. 096-18279
Permit: BLD2017-1119
In accordance with your request and authorization, our firm performed construction testing and inspection
for the above -referenced project. The sampling and testing was performed by our inspectors and reports
are included.
If you have any questions, or if we can be of further assistance, please do not hesitate to contact our
office.
Respectfully submitted,
KRAZAN & ASSOCIATES, INC.
C'7
orbett tMercer
Project Manager/Lab Manager
Pacific Northwest Division
CWM/lkj
CC: CITY OF EDMONDS (E-MAIL)
NED NELSON ARCHITECT (E-MAIL)
B&T ENGINEERING (E-MAIL)
WILCOX CONSTRUCTION (E-MAIL)
4303 198" Street SW, Lynnwood, Washington 98036 • (425) 485-5519 • FAX (425) 485-6837
With Offices Serving the Western United States
09618279 DFR.doc
Krazarl&Associ ate s, Inc.
Geotechnical Engineering. Environmental Engineering
Construction Testing and Inspection
WELDING INSPECTION
REPORT NO.: 18279SSR050719-DL
DATE: 5/7/2019 CONTRACTOR: Wilcox / Blue Star Welding
PROJECT #: 096 88279 PERMIT #: BLD2017 1119
PROJECT: Dou s Mazda L nnwood INSPECTOR: David Lane
LOCATION: Hwy 99 Lynnwood Washington JURISDICTION: City of Lynnwood
KA P.M.: Jeff Mercer WEATHER: clear TEMP: 75 °
STRUCTURAL STEEL
MFIELD ❑ SHOP WELDING M VISUAL ❑ MATERIAL ID
Item(s) Inspected:
Roof deck diaphragm welding and fastening as per decking schedule sheet S2.2.
Location:
Main Showroom Roof @ 1-5/A-E
Weider qualification / certification verified for: JB Ragland WABO ID # W22388
Position: ❑ FLAT ❑ VERTICAL ❑ OVERHEAD ❑ HORIZONTAL ❑ Filler Metal:
Process: ❑ SMAW ❑ FCAW ❑ SAW ❑ GMAW ❑ Other:
Weld Type: ❑ FILLET ❑ C.P. ❑ PLUG ❑ P.P. ❑ Other: Puddle
Weld Size: ❑ 3/16" ❑ 1/4" ❑ 3/8" ❑ 5/16" ❑✓ Other: 5/8" O.D.
Codes: ❑ AWS ❑ AISC ❑ ASME ❑ IBC ❑ Other:
NOTES ❑ DISCREPANCIES 75 % COMPLETE
Arrived onsite as per dispatch. Performed periodic visual inspection of roof deck diaphragm welding and fastening as per
sheet S2.2 at the above listed grid coordinates. As per note #3 of sheet S2.2; the welder was subjected to a field test for
puddle welding. The results were acceptable, as the base material sheared around the weld metal. The roof deck was then
inspected. Hilti shot pins were used in place of puddle welds at the majority of the locations. RFI438 was supplied which
approved of the alternate connections. Upon inspection, the following discrepancies were noted:
1) Deck connections to top chord of joists are to be staggered and distributed evenly on both members of the Joists.
Currently all connections are either made on one or the other upper chord. Missing connections are to be added.
2) Deck connections at West and East boundary elements spacing is 9-12". This shall be 6" on -center. Missing
connections are to be added.
hese defects have been identified and discussed with the erector for repair. Work is in progress.
mn i5o3wt
1 EXP 31112 1
To the best of my knowledge, the above WAS performed for information pur oses only.
Superintendent/Representative: echnician:
Offices Serving the Western United States
Lynnwood (425) 485-5519 • Poulsbo (360) 598-2126 • Puyallup (253) 939-2500
St—hnral Steel Report Revision 2 Elrective 01122/2013
The inf lionprovidedon thisreporl isprepaocsl the exclusive useofthecli.L Thisrepon may not be reproduced in myf at without the writtenpcmnimion of the clientand Kruzan&Associates.'Ibis report indicetesour inspectersobservationandtestingresults based on site conditionsend
contractor setivities. This information is subject to review prior to first subndllal. By signing this report, ow inspector does not accept responsibility for validity, of results. The same information has been provided by others on site.
- an_ & ASSOCIATES, INC.
GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING
CONSTRUCTION TESTING & INSPECTION
May 10, 2019
Accounts Payable
ADZAM INC. DBA DOUG'S MAZDA
22130 Hwy 99
Edmonds, WA 98026
RE: CONSTRUCTION TESTING AND INSPECTION
Doug's Lynnwood Mazda
22130 Hwy 99
Edmonds, Washington
KA No. 096-18279
Permit: BLD2017-1119
In accordance with your request and authorization, our firm performed construction testing and inspection
for the above -referenced project. The sampling and testing was performed by our inspectors and reports
are included.
If you have any questions, or if we can be of further assistance, please do not hesitate to contact our
office.
Respectfully submitted,
AN & ASSOCIATES,, INC.
Corbett W. Mercer
Project Manager/Lab Manager
Pacific Northwest Division
CWNYlkj
CC: CITY OF EDMONDS (E-MAIL)
NED NELSON ARCHITECT (E-MAIL)
B&T ENGINEERING (E-MAIL)
WILCOX CONSTRUCTION (E-MAIL)
4303 198"' Street SW, Lynnwood, Washington 98036 • (425) 485-5519 • FAX (425) 485-6837
With Offices Serving the Western United States
09618279 DFR.doc
r Page 1 of 1
�. l
&Associates,lnc.
Geotechnical Engineering 9 Environmental Engineering
Construction Testing and Inspection
DATE: 5/8/2019
Field
Report NO.: 09618279DFR582019DB
Set Count: CONTRACTOR: Wilcox
PROJECT #: 09618279 PERMIT #: BLD2017-1119
PROJECT: Dou 's Lynnwood Mazda INSPECTOR: Dave Bale
LOCATION: 22214 Hwy 99 JURISDICTION: Lynnwood
KA P.M.: JSM WEATHER: cloudy TEMP: 63
On site for proprietary anchor bolt inspection.
Observed installation of %z"x 6-1/2" diameter Titen screws attaching 2" x 8' treated top plates to
parapet CMU wall at Sales building.
Titen anchors were installed as per details A/S5.1, B/S5.1, & RE #67. Holes were drilled and cleaned.
Reviewed Bv:
To the best of my knowl
regulatory requirements.
ASTM Test #:
Asset
7
, the above WAS performed in accordance with the approved plans, specifications and
Technician:
Offices Serving the Western United States
Lynnwood (425) 485-5519 • Poulsbo (360) 598-2126 • Puyallup (253) 939-2500
The information provided on this report is prepared for the exclusive use of the client. This report may not be reproduced in my format without the written permission of the client and Krazan & Associates. This report
indicates our inspectors observation and testing results based on site conditions and contractor activities. This information is subject to review prior to final submittal. By signing this report, our inspector dos not accept
responsibility for validity of results. The same information has been provided by others on site.
<rOLZan& ASSOCIATES, INC.
GEOTECHNICAL ENGINEERING . ENVIRONMENTAL ENGINEERING
CONSTRUCTION TESTING & INSPECTION
May 13, 2019
Accounts Payable
ADZAM INC. DBA DOUG'S MAZDA
22130 Hwy 99
Edmonds, WA 98026
RE: CONSTRUCTION TESTING AND INSPECTION
Doug's Lynnwood Mazda
22130 Hwy 99
Edmonds, Washington
KA No. 096-18279
Permit: BLD2017-1119
In accordance with your request and authorization, our firm performed construction testing and inspection
for the above -referenced project. The sampling and testing was performed by our inspectors and reports
are included.
If you have any questions, or if we can be of further assistance, please do not hesitate to contact our
office.
Respectfully submitted,
ZAN & ASSOCIATES, INC.
tt W. ercer
Project Manager/Lab Manager
Pacific Northwest Division
CWM/Ikj
CC: CITY OF EDMONDS (E-MAIL)
NED NELSON ARCHITECT (E-MAIL)
B&T ENGINEERING (E-MAIL)
WILCOX CONSTRUCTION (E-MAIL)
4303 198" Street SW, Lynnwood, Washington 98036 • (425) 485-5519 • FAX (425) 485-6837
Will, Offices Serving the Western United States
09618279 DFR.doc
KrazanStAssoci ate s, Inc.
Geotechnical Engineering • Environmental Engineering
Construction Testing and Inspection
DATE: 5/10/2019
PROJECT M 09618279
PROJECT: Dougs Lynnwood Mazda
LOCATION: 22214 Hwy 99
KA P.M.: JSM
STRUCTURAL STEEL
WELDING INSPECTION
REPORT NO.: 18279SSR051019-DB
CONTRACTOR: Wilcox
PERMIT #: BId2017-1119
INSPECTOR: Dave Bale
JURISDICTION: Lynnwood
WEATHER: sunny TEMP: 70 °
7 FIELD ❑ SHOP WELDING 7 VISUAL ❑MATERIAL ID
Items Inspected:
3/16" fillet welds connecting joist to joist seats as per detail 1/S5.1. 3/16" fillet welds. 3/16" fillet welds connecting HSS drag struts
to peerimeter angle and to joist as per detail B/S5.1. 1/4" fillet welds connecting shear plates to CMU wall embeds for WF beam
attachment as per F/S5.1. 3/16" fillet welds connecting WF beams and joist to girder beam as per detail R/S5.1.
Location:
High roof welded connections between grids B / D - 5 / 7. Also high roof steel deck attachment to supports between grids A / E -
1 / 5. HILTI pins, button punches, and top seam welds as per RFI # 38 and S2.2 roof deck schedule and details
Welder qualification / certification verged for.
Position:
❑`�
FLAT
❑✓
VERTICAL
❑
OVERHEAD
Process:
❑
SMAW
❑`�
FCAW
❑
SAW
Weld Type:
❑`�
FILLET
❑
C.P.
❑
PLUG
Weld Size: ❑✓ 3/16" ❑`� 1/4" ❑ 3/8"
Codes: ❑✓ AWS ❑ AISC ❑ ASME
❑✓ NOTES
DISCREPANCIES
❑`� HORIZONTAL
❑ GMAW
❑ P.P.
❑ 5/16"
❑ IBC
were visually acceptable per AWS D1.1 visual criteria.
roof
❑✓ Filler Metal
❑ Other:
❑ Other:
❑ Other:
❑ Other:
E71T
100 % COMPLETE
A325 bolts i
filled at WF connections for high
tact.
To the best of my knowledge, the above WAS performed in accordance with the approved plans, specifications and regulatory requirements.
Superintendent/Representative: Technician:
Offices Serving the Western United States
Lynnwood (425) 485-5519 • Poulsbo (360) 598-2126 • Puyallup (253) 939-2500
Structural Steel Report
The information provided on this report is prepared for the exclusive use ofthe client. This report may not be reproduced in any fbrmat vilhM the written permission ofthe client and Kraaan & Associates. This report indicates our inspectors observation and testing results based ou site conditions and
contractor activities. This inf lion is subject to review prior to final submittal. By signing this report, oor inspector does not accept responsibility for validity ofresults. The same information has been provided by others on site.
1 =�
a -- aZC1J & ASSOCIATES, INC.
GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING
CONSTRUCTION TESTING & INSPECTION
May 16, 2019
Accounts Payable
ADZAM INC. DBA DOUG'S MAZDA
22130 Hwy 99
Edmonds, WA 98026
RE: CONSTRUCTION TESTING AND INSPECTION
Doug's Lynnwood Mazda
22130 Hwy 99
Edmonds, Washington
KA No. 096-18279
Permit: BLD2017-1119
In accordance with your request and authorization, our firm performed construction testing and inspection
for the above -referenced project. The sampling and testing was performed by our inspectors and reports
are included.
If you have any questions, or if we can be of further assistance, please do not hesitate to contact our
office.
Respectfully submitted,
N & ASSOCIATES, INC.
Co t W. rercer
Project Manager/Lab Manager
Pacific Northwest Division
CWM/]kj
CC: CITY OF EDMONDS (E-MAIL)
NED NELSON ARCHITECT (E-MAIL)
B&T ENGINEERING (E-MAIL)
WILCOX CONSTRUCTION (E-MAIL)
4303 19811 Street SW, Lynnwood, Washington 98036 • (425) 485-5519 • FAX (425) 485-6837
With Offices Serving the Western United States
09618279 DFR.doc
%RWKr0LM&Ass ociate s, Inc.
Geotechnical Engineering • Environmental Engineering
Construction Testing and Inspection
WELDING INSPECTION
REPORT NO.: 18279SSR051419-DL
DATE: 5/1412019 CONTRACTOR: Wilcox / Blue Star Welding
PROJECT* 096 88279 PERMIT #: BLD2017 1119
PROJECT: Dougs Mazda Lynnwood INSPECTOR: David Lane
LOCATION: Hwy 99 Lynnwood Washington JURISDICTION: City of Lynnwood
KA P.M.: Jeff Mercer WEATHER: rain TEMP: 50 °
STRUCTURAL STEEL
aFIELD ❑ SHOP WELDING F71 VISUAL ❑ MATERIAL ID
Item(s) Inspected:
Review of inspector ZZ's report dated 5-1-19 with contractor
South End Primary Girder - Near gridline 1/C.
Welder qualification / certification verified for:
WABO qualifications verified for active BlueStar welders
Position:
0
FLAT
❑
VERTICAL
❑
OVERHEAD
❑
HORIZONTAL
❑
Filler Metal:
Process:
❑
SMAW
❑
FCAW
❑
SAW
❑
GMAW
❑
Other:
Weld Type:
❑
FILLET
❑
C.P.
❑
PLUG
❑
P.P.
❑
Other:
Weld Size:
❑
3/16"
❑
1/4"
❑
3/8"
❑
5/16"
❑
Other:
Codes:
❑
AWS
❑
AISC
❑
ASME
❑
IBC
❑
Other:
NOTES
❑ DISCREPANCIES
100 % COMPLETE
rrived onsite as per dispatch. Participated in review of Krazan & Associates, Inc. inspector Zee Z.'s field report (dated 5-1-
9) regarding the missing stabilization plate for the primary
girder located in the main showroom. Upon review of the report
nd structural drawings, it was confirmed that the south end
of the girder is in need of a post -installed stabilization plate. It
ias also noticed that the North stabilization plate is less than the detailed 3/4" thickness. The manufacturer/EOR is to be
onsulted regarding these two discrepancies.
To the best of my knowledge, the above WAS performed in accordanc;,14ithf the a proved plans, specifications and regulatory requirements.
Superintendent/Representative: !! Technician:
Offices Serving the Western United States
Lynnwood (425) 485-5519 • Poulsbo (360) 598-2126 • Puyallup (253) 939-2500
Structural Steel Report Revision 2 Effective 01/22/2013
The information provided on Iltis report is prepared for the exclusive use of the climt. This report may not be reproduced in any F t without the written permission of the diostmdK—o & Associates. This report indicates our inspectorsobservation sod testing re gts based on site eonditions and
wntmctor activities. TMs inf lion is subject to miew prior to f al suhmittal. By sigrting Otis report, cur inspector does not accept responsibility for validity of insults. The some information has been pmvided by others on site.
& ASSOCIATES
INC.
GEOTECHNICAL ENGINEERING . ENVIRONMENTAL ENGINEERING
CONSTRUCTION TESTING & INSPECTION
May 21, 2019
Accounts Payable
ADZAM INC. DBA DOUG'S MAZDA
22130 Hwy 99
Edmonds, WA 98026
RE: CONSTRUCTION TESTING AND INSPECTION
Doug's Lynnwood Mazda
22130 Hwy 99
Edmonds, Washington
KA No. 096-18279
Permit: BLD2017-1119
In accordance with your request and authorization, our firm performed construction testing and inspection
for the above -referenced project. The sampling and testing was performed by our inspectors and reports
are included.
If you have any questions, or if we can be of further assistance, please do not hesitate to contact our
office.
Respectfully submitted,
K AN & ASSOCIATES, INC.
Corbett W. Mercer
Project Manager/Lab Manager
Pacific Northwest Division
CWM/lkj
CC: CITY OF EDMONDS (E-MAIL)
NED NELSON ARCHITECT (E-MAIL)
B&T ENGINEERING (E-MAIL)
WILCOX CONSTRUCTION (E-MAIL)
4303 198" Street SW, Lynnwood, Washington 98036 • (425) 485-5519 • FAX (425) 485-6837
With Offices Serving the Western United States
09618279 DFR.doc
�vl�Qil&Associates, Inc.
Geotechnical Engineering a Environmental Engineering
Construction Testing and Inspection
DATE: 5/16/2019
PROJECT #: 09618279
PROJECT: Dou s Mazda Lynnwood
LOCATION: Hwy 99 Lynnwood Washington
KA P.M.: Jeff Mercer
STRUCTURAL STEEL
WELDING INSPECTION
REPORT NO.: 18279SSR051619-DL
CONTRACTOR: Wilcox / Blue Star Welding
PERMIT #: BLD2017 1119
INSPECTOR: David Lane
JURISDICTION: City of Lynnwood
WEATHER: overcast TEMP: 55 °
❑✓ FIELD ❑ SHOP WELDING ❑✓ VISUAL ❑ MATERIAL ID
Items Inspected:
A) Light gauge cold formed steel framing B) HVAC Frames C) Open -web joist bridging members D) 2x2xl/4" HSS drag tubes as
per the structural drawings.
Location:
A) Showroom Storefront @ 3-5/E & 5/D-E & 5-5.4/D - SOD to Roof B) 5-6/A-B Low Roof C) 5-7/A-D Low Roof D) 5-6/13-C Low R
Welder qualification / certification verified for:
Position:
❑
FLAT
0
VERTICAL
❑
OVERHEAD
Process:
❑
SMAW
0
FCAW
❑
SAW
Weld Type:
❑
FILLET
❑
C.P.
❑
PLUG
Weld Size:
❑
3/16"
❑
1/4"
❑
3/8"
Codes:
❑
AWS
❑
AISC
❑
ASME
NOTES
WABO qualifications verified for active BlueStar welders
❑ HORIZONTAL ❑ Filler Metal:
❑ GMAW ❑ Other:
❑ P.P. ❑ Other:
❑ 5/16" ❑ Other:
❑ IBC ❑ Other:
100 % COMPLETE
rived onsite as per dispatch. Performed visual inspection of the following items: A) Light -gauge cold formed steel framing
the showroom storefront was inspected at the above listed grid coordinates. 8" x 18 gauge CF studs were positioned 16"
center. Splices, bridging, and fastening of the CF members was performed as detailed on sheet S2.4. The typical
chomge detail was used for CMU wall connection at 5/D (1/2" screw -type anchors at 12" O.C.). B) Field welded
nnections of the HVAC frames at gridlines 5-6/A-B on the Low Roof. C) Open -web joist bridging members from 5-7/A-D
the low roof. D) 2x2xl/4" HSS drag tubes connections to low roof steel framing at 3 locations in way of gridlines 5-6/B-
No discrepancies were noted. All inspected welds were visually acceptable as per AWS D1.1, clause 6 criteria.
❑ DISCREPANCIES
4e�DGupw
1
rx;1 up. 9r11NIM
To the best of my knowledge, the above WAS performed in accordance w' Technician:
d plans, specifications and regulatory requirements.
Superintendent/Representative:
Offices Serving the Western United States
Lynnwood (425) 485-5519 - Poulsbo (360) 598-2126 - Puyallup (253) 939-2500
Structural Steel Report Revision 2 Ef ixtive 01/22/2013
The infboustion provided on this report is prepared for the exclusive use oflhe client. This report may not be reproduced in any formutwithout the wntlen petrmssion ofthe client and Krarnn&Associates. This report indicates our inspectors observation sod testing results based on site conditions and
contractor activities. :his infooration is subject to review prior to final submittal- By signing this report, our inspector does not accept responsibility for validity ofresults. The same inr matim has been provided by others m site_
AM
-= `=K& ASSOCIATES _INC.
GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING
CONSTRUCTION TESTING & INSPECTION
May 23, 2019
Accounts Payable
ADZAM INC. DBA DOUG'S MAZDA
22130 Hwy 99
Edmonds, WA 98026
RE: CONSTRUCTION TESTING AND INSPECTION
Doug's Lynnwood Mazda
22130 Hwy 99
Edmonds, Washington
KA No. 096-18279
Permit: BLD2017-1119
In accordance with your request and authorization, our firm performed construction testing and inspection
for the above -referenced project. The sampling and testing was performed by our inspectors and reports
are included.
If you have any questions, or if we can be of further assistance, please do not hesitate to contact our
office.
Respectfully submitted,
aett
ASSOCIATES, INC.
ercer
Project Manager/Lab Manager
Pacific Northwest Division
CWNYlkj
CC: CITY OF EDNIONDS (E-MAIL)
NED NELSON ARCHITECT (E-MAIL)
B&T ENGINEERING (E-MAIL)
WILCOX CONSTRUCTION (E-MAIL)
4303 198" Street SW, Lynnwood, Washington 98036 • (425) 485-5519 • FAX (425) 485-6837
Will, Offices Serving Ili Western United States
09618279 DFR.doc
U14(mZM & A s s o c i a t e s, I n c. _
Geotechnical Engineering • Environmental Engineering
Construction Testing and Inspection
WELDING INSPECTION
REPORT NO.: 09618279SSR052119-IV
DATE: 5/21/2019 CONTRACTOR: WILCOX Construction
PROJECT #: 09618279 PERMIT #: BLD2017-1119
PROJECT: Mazda INSPECTOR: Itia' Vahora
LOCATION: 22214 Hwy 99 JURISDICTION: City of Lynnwood
KA P.M.: Jeff Mercer WEATHER: Cloudy TEMP: 50 n
STRUCTURAL STEEL
FIELD ❑ SHOP WELDING FIVISUAL ❑ MATERIAL ID
-Item(s) Inspected:
Beam connections at gridline 6/'A-C; Metal deck at Mezzanine & Roof levels
Location:
Level 1, Mezzanine & Roof deck
Welder qualification / certification verified for:
on file
Position:
❑
FLAT
❑
VERTICAL
❑
OVERHEAD
❑
HORIZONTAL
❑
Filler Metal:
Process:
❑
SMAW
❑
FCAW
❑
SAW
❑
GMAW
❑
Other:
Weld Type:
❑
FILLET
❑
C.P.
❑
PLUG
❑
P.P.
❑
Other: STUD 3/4"
Weld Size:
❑
3/16"
❑
1/4"
❑
3/8"
❑
5/16"
❑
Other: 1/2" Puddle welds
Codes:
❑
AWS
❑
AISC
❑
ASME
❑
IBC
❑
Other:
M
NOTES
❑
DISCREPANCIES
100 % COMPLETE
On site per request for beam connections and
approved plans details and AWS D1.1, 131.3.
beam connection verified per details S4.2/ H & J
size and location per
RCO metal deck HSB-36 inspected for button punch requirements S2.1/S2.2 and puddle welds for %2" diameter, D2L's
reinforcement and nelson studs 3/4" attached with stud gun.
;ridlines- Mezzanine level @ A-`B/ 5-6; Roof level A-E/ 1-5 and level 2 @5-7/'B-D
To the best of my knowledge, the above WAS performed in accordwftwith t approved plans, specifications and regulatory requirements.
Superintendent/Representative: Technician:
Offices Serving the Western United States
Lynnwood (425) 485-5519 • Poulsbo (360) 598-2126 • Tacoma (253) 939-2500
Stmcturel Steel Report Et%ctive 101312017
ne information provided enthus report is prepared for the exclusive use ofthe client. Ti6s report may not be reproduced in sny fanner without the written permission of the client and Kraran & Assecintes. This report indicates our inspectors observation and testing results based an site conditions and
contractor activities. This information is subject 0 review prior to trial submittal. By signing this report, our inspector does not accept responsibility for validity afresulu. The same information has been provided by others on site,
A_=_ -I a11 & ASSOCIATES INC.
GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING
CONSTRUCTION TESTING & INSPECTION
May 24, 2019
Accounts Payable
ADZAM INC. DBA DOUG'S MAZDA
22130 Hwy 99
Edmonds, WA 98026
RE: CONSTRUCTION TESTING AND INSPECTION
Doug's Lynnwood Mazda
22130 Hwy 99
Edmonds, Washington
KA No. 096-18279
Permit: BLD2017-1119
In accordance with your request and authorization, our firm performed construction testing and inspection
for the above -referenced project. The sampling and testing was performed by our inspectors and reports
are included.
If you have any questions, or if we can be of further assistance, please do not hesitate to contact our
office.
Respectfully submitted,
T
SOCIATES, INC.
Corbett W. Mercer
Project Manager/Lab Manager
Pacific Northwest Division
CWWlkj
CC: CITY OF EDMONDS (E-MAIL)
NED NELSON ARCHITECT (E-MAIL)
B&T ENGINEERING (E-MAIL)
WILCOX CONSTRUCTION (E-MAIL)
4303 1981h Street SW, Lynnwood, Washington 98036 • (425) 485-5519 • FAX (425) 485-6837
With Offices Serving the Western United States
09618279 DFR.doc
r FIELD REPORT 2340
a1 & Associates, Inc.
KraZ
GEOTECHNICAL ENGINEERING _ • ENVIRONMENTAL ENGINEERING
CONSTRUCTION TESTING AND INSPECTION
DATE: F. 5ff I _ CONTRACTOR: ( cc&
PROJECT#:lx _, JURISDICTION:�_V��J
PR0J8C7PO a PERMIT #:
I OCATION:_�� INSPECTOR:
KRAZAN PROJECT MANAGER: rCeC C WEATHER: �j'�� �,1! � TEMP: S a
�3'2t--
Equipment/Asset Number(s):
To the best of my knowl e, Ili abo W / WAS NOT performed in accordance with the approved plans, specifications, and regulatory requirements.
Superint d nt/ pre tative: Technician:
This report indicates our inspector's observation and testing results based on the site condition and contractors activities. This information is subject to review prior to final submittal. By signing this report, our
inspector does not accept responsibility for validity of the results. Some information on this report may have been provided by others on site. The information provided on this report is prepared for the exclusive use of
the client. This report may not be reproduced in any format without the written permission of the client and Krazan & Assoc.
nffir_pc Sa_rvinn tha WPctPrn ilnitanl Statac _
K"aZan &ASSOCIATES, INC.
GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING
CONSTRUCTION TESTING & INSPECTION
May 29, 2019
Accounts Payable
ADZAM INC. DBA DOUG'S MAZDA
22130 Hwy 99
Edmonds, WA 98026
RE: CONSTRUCTION TESTING AND INSPECTION
Doug's Lynnwood Mazda
22130 Hwy 99
Edmonds, Washington
KA No. 096-18279
Permit: BLD2017-1119
In accordance with your request and authorization, our firm performed construction testing and inspection
for the above -referenced project. The sampling and testing was performed by our inspectors and reports
are included.
If you have any questions, or if we can be of further assistance, please do not hesitate to contact our
office.
Respectfully submitted,
ZAN & ASSOCIATES, INC.
Corbett . Mercer
Project Manager/Lab Manager
Pacific Northwest Division
C WM/lkj
CC: CITY OF EDIVIONDS (E-MAIL)
NED NELSON ARCHITECT (E-MAIL)
B&T ENGINEERING (E-MAIL)
WILCOX CONSTRUCTION (E-MAIL)
4303 19811 Street SW, Lynnwood, Washington 98036 • (425) 485-5519 • FAX (425) 485-6837
With Offices Serving tit Western United States
09618279 DFR.doe
Page 1 of 1
-a'a_ffl\1ClL an&Associates,Inc.
Geotechnical Engineering . Environmental Engineering
Construction Testing and Inspection
Field
Report NO.: 09618279DFR5222019ZZ
DATE: 5/22/2019 Set Count: CONTRACTOR: WILCOX
PROJECT #: 09618279 PERMIT #: BLD2017-1119
PROJECT: Dou 's Lynnwood Mazda INSPECTOR: Zelalem Zerihun
LOCATION: 22214 HWY 99, Edmonds, WA JURISDICTION: Citt of Edmonds _
KA P.M.: Corbett Mercer WEATHER: Cloudy TEMP: 65' F
Krazan & Associates, Inc. (KAI) representative visited the above -named project as
per contractor's request and performed reinforcing steel and adhesive inspections.
Reinforcin Steel:
■ Reinforcing steel was placed for mezzanine floor slab located at 5 — 6/'B — `A+6'
as per plan note (#4@ 18"OC EW). The pan deck attachment to supporting
elements, means puddle welds and studs, were inspected previously as stated by
contractor.
Adhesive A lication:
• Adhesive application observed for #4 dowels installation into fully grouted
masonry walls. These dowels are for pan deck slab on mezzanine floor located @
5 — 6/'B — `A+6'. Epoxy type used was SIWSON SET-XP with expiration date
11/16/20. Verified embedment depth, min 4.5" into CMU base material with a
required maximum spacing and acceptable as per details C & D/S4.2. Contractor
followed manufacturer's printed installation instruction (NIPII).
Reviewed B ASTM Test #: I I Asset
To the best of my knowledge, the above WAS performed in accordance with the approved plans, specifications and
Technician:
Offices Serving the Western United States
Lynnwood (425) 485-5519 • Poulsbo (360) 598-2126 • Tacoma (253) 939-2500
The information provided on this report is prepared for the exclusive use of the client. This report may not be reproduced in any format without the written permission of the client and Krazan & Associates. This report
indicates our inspectors observation and testing results based on site conditions and contractor activities. This information is subject to review prior to final submittal. By signing this report, our inspector does not accept
responsibility for validity of results. The same information has been provided by others on site.
.: '�or
& ASSOCIATES, INC.
GEOTECHNICAL ENGINEERING . ENVIRONMENTAL ENGINEERING
CONSTRUCTION TESTING & INSPECTION
June 4, 2019
Accounts Payable
ADZAM INC. DBA DOUG'S MAZDA
22130 Hwy 99
Edmonds, WA 98026
RE: CONSTRUCTION TESTING AND INSPECTION
Doug's Lynnwood Mazda
22130 Hwy 99
Edmonds, Washington
KA No. 096-18279
Permit: BLD2017-1119
In accordance with your request and authorization, our firm performed construction testing and inspection
for the above -referenced project. The sampling and testing was performed by our inspectors and reports
are included.
If you have any questions, or if we can be of further assistance, please do not hesitate to contact our
office.
Respectfully submitted,
KI AN & ASSOCIATES, INC.
Cor ett W. Mercer
Project Manager/Lab Manager
Pacific Northwest Division
C WM/]kj
CC: CITY OF EDMONDS (E-MAIL)
NED NELSON ARCHITECT (E-MAIL)
B&T ENGINEERING (E-MAIL)
WILCOX CONSTRUCTION (E-MAIL)
4303 1981n Street SW, Lynnwood, Washington 98036 • (425) 485-5519 • FAX (425) 485-6837
With Offices Serving the Western United States
09618279 DFR.doc
_ Page 1 of 1
i1(raZan
�-� &Associates,lnc.
Geotechnical Engineering • Environmental Engineering
Construction Testing and Inspection
Field
Report NO.: 09618279DFR5312019ZZ
DATE: 5/31/2019 Set Count: CONTRACTOR: WILCOX
PROJECT #: 09618279 PERMIT #: BLD2017-1119
PROJECT: Doug's Lynnwood Mazda INSPECTOR: Zelalem Zerihun
LOCATION: 22214 HWY 99, Edmonds, WA JURISDICTION: City of Edmonds
KA P.M.: Corbett Mercer WEATHER: Cloudy TEMP: 60' F
Krazan & Associates, Inc. (KAI) representative visited the above -named project as
per contractor's request and performed reinforcing steel and concrete inspections.
Reinforcing Steel:
• Reinforcing steel was placed for retaining wall foundation on northeast area of
the project on HWY 99 side as per plan and reinforced as per Sr2.19 City
approved March 7th, 2019.
Concrete:
• Concrete mix ID#0255AC (4000psi) delivered from MILES and placed by pump
for the retaining wall foundation. One set of 5 cylinders was cast for compressive
strength test. Refer to report # 18279CRO53119ZZ for lab test results.
4 a
Reviewed 13
ASTM Test #:
I
I Asset Number(s):
To the best of my knowledge, the above WAS performed in accordance with the approved plans, specifications and
regulatory requirements.
Superintendent/Representative:
Technician:
Offices Serving the Western United States
Lynnwood (425) 485-5519 • Poulsbo (360) 598-2126 • Tacoma (253) 939-2500
The information provided on this report is prepared for the exclusive use of the client. This report may act be reproduced in any format without the written permission of the client and Knman & Associates. This report
indicates our inspectors observation and testing results based on site conditions and contractor activities. This information is subject to review prior to final submittal. By signing this report, our inspector does not accept
responsibility for validity of results. The same information has been provided by others on site.
—KazCU_ & ASSOCIATES, INC.
GEOTECHNICAL ENGINEERING . ENVIRONMENTAL ENGINEERING
CONSTRUCTION TESTING & INSPECTION
June 10, 2019
Accounts Payable
ADZAM INC. DBA DOUG'S MAZDA
22130 Hwy 99
Edmonds, WA 98026
RE: CONSTRUCTION TESTING AND INSPECTION
Doug's Lynnwood Mazda
22130 Hwy 99
Edmonds, Washington
KA No. 096-18279
Permit: BLD2017-1119
In accordance with your request and authorization, our firm performed construction testing and inspection
for the above -referenced project. The sampling and testing was performed by our inspectors and reports
are included.
If you have any questions, or if we can be of further assistance, please do not hesitate to contact our
office.
Respectfully submitted,
11 J kZAN & ASSOCIATES, INC.
ett W. Mercer
Project Manager/Lab Manager
Pacific Northwest Division
C WM/lkj
CC: CITY OF EDMONDS (E-MAIL)
NED NELSON ARCHITECT (E-MAIL)
B&T ENGINEERING (E-MAIL)
WILCOX CONSTRUCTION (E-MAIL)
4303 19811 Street SW, Lynnwood, Washington 98036 • (425) 485-5519 • FAX (425) 485-6837
With Offices Serving the Western United States
09618279 DFR.doc
Page 1 of 1
=lean&Associates, Inc. Field
Geotechnical Engineering . Environmental Engineering
Construction Testing and Inspection
Report NO.: 09618279DFR652019ZZ
DATE: 6/5/2019 Set Count: CONTRACTOR: WILCOX
PROJECT #: 09618279 PERMIT #: BLD2017-1119
PROJECT: Doug's Lynnwood Mazda _ INSPECTOR: Zelalem Zerihun
LOCATION: 22214 HWY 99, Edmonds, WA JURISDICTION: City of Edmonds
KA P.M.: Corbett Mercer WEATHER: Cloudy TEMP: 65' F
Krazan & Associates, Inc. (KAI) representative visited the above -named project as
per contractor's request and performed adhesive inspection.
Adhesive Application:
Adhesive application observed for #5 dowels installation into retaining footing
(for missing vertical bars during footing pour) and into existing retaining wall.
These dowels are for retaining walls at NE section near stairs. Epoxy type used
was SIWSON SET-XP with expiration date 11/16/20. Observed embedment
depth — 8" for #5 vertical dowels into the footing and 6" embed for #5 horizontal
dowels into existing retaining wall and spaced as per drawing Sr2.1.
We observed epoxy dowels installation to make sure contractor followed
manufacturer's printed installation instruction (MPII).
Reviewed Bv: I 1 / ! I ASTM Test #: I I Asset
To the best of my knowledge, the above WAS performed in accordance with the approved plans, specifications and
regulatory requirements.
I Suverintendent/Renresentative: I Technician: I
Offices Serving the Western United States
Lynnwood (425) 485-5519 • Poulsbo (360) 598-2126 • Tacoma (253) 939-2500
The information provided on this report is prepared for the exclusive use of the client. This report may not be reproduced in any format without the written permission of the client and Knc,an & Associates. This report
indicates our inspectors observation and testing results based on site conditions and contractor activities. This information is subject to review prior to final submittal. By signing this report, our inspector does not accept
responsibility for validity of results. The same information has been provided by others on site.
Kd^ClZ&ASSOCIATES INC.
GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING
CONSTRUCTION TESTING & INSPECTION
June 11, 2019
Accounts Payable
ADZAM INC. DBA DOUG'S MAZDA
22130 Hwy 99
Edmonds, WA 98026
RE: CONSTRUCTION TESTING AND INSPECTION
Doug's Lynnwood Mazda
22130 Hwy 99
Edmonds, Washington
KA No. 096-18279
Permit: BLD2017-1119
In accordance with your request and authorization, our firm performed construction testing and inspection
for the above -referenced project. The sampling and testing was performed by our inspectors and reports
are included.
If you have any questions, or if we can be of further assistance, please do not hesitate to contact our
office.
Respectfully submitted,
ZAN & ASSOCIATES, INC.
orbett . Mercer
Project Manager/Lab Manager
Pacific Northwest Division
CWkV1ki
CC: CITY OF EDMONDS (E-MAIL)
NED NELSON ARCHITECT (E-MAIL)
B&T ENGINEERING (E-MAIL)
WILCOX CONSTRUCTION (E-MAIL)
4303 1981h Street SW, Lynnwood, Washington 98036 • (425) 485-5519 • FAX (425) 485-6837
With Offices Serving the Western United States
09618279 DFR.doc
Page 1 of 2
=- = rOffan&Associates, Inc.
Geotechnical Engineering . Environmental Engineering
Construction Testing and Inspection
Field
Report NO.: 09618279DFR6102019JD-1
DATE: 6/10/2019 Set Count: 1 CONTRACTOR: Wilcox / Blue Star
PROJECT #: 09618279 PERMIT #: BLD2017-1119
PROJECT: Dou 's Mazda INSPECTOR: Jeff Dewev
LOCATION: 22214 HWY 99 JURISDICTION: City of Edmonds
KA P.M.: Jeff Mercer WEATHER: Clear and Sunny TEMP: 581 F
A representative of Krazan and Associates arrived on -site as scheduled to perform construction
observation and materials testing. While on -site we observed the following operations:
Drill and Epoxy
- Blue Star performed drill and epoxy operations for the Main Level Plaza elevator core and the Main
Level Plaza girder embed plate at C.0/1.0. (3) Different size holes were drilled: 5/8 for %Z bolts, 3/ for
5/8 bolts, and 7/8 for 3/4 bolts. Holes were drilled to a depth of 5" in the existing CMU solid grouted
walls. Holes were then cleaned with a wire brush and blown out with compressed air. Blue Star
utilized Hilti HIT -RE 500 V3 epoxy to fill the cleaned holes. The specified size all -thread was then
inserted into the holes with a twisting motion until the anchor was seated. Epoxy was observed
extruding from the holes. Drilled and epoxied anchors were placed in general compliance with project
plans, specifications, and governing standards.
Scott, assistant superintendent with Wilcox was notified of all observations prior to Krazan's departure
from the project site.
SPLIM
DETAIL
PO PLAN
KA&..r—t
Fr
�
w
Y tr
I
tlY otMr
voxr*L
00-W
rlau" 1Jt
Gecrmr [Pat
..,fix
T 1 &
=N/SKQ§
Avk
Drill and Epoxy Detail
Offices Serving the Western United States
Lynnwood (425) 485-5519 • Poulsbo (360) 598-2126 • Tacoma (253) 939-2500
The information provided on this report is prepared for the exclusive use of the client. This report may not be reproduced in any format without the written permission of the client and Krazan & Associates. This report
indicates our inspectors observation and testing results based on site conditions and contractor activities. This information is subject to review prior to final submittal. By signing this report, our inspector does not accept
responsibility for validity of results. The same information has been provided by others on site.
Page 2 of 2
V.X�Van&Associates, I nc.
Geotechnical Engineering e Environmental Engineering
Construction Testing and Inspection
_0
Field
Report NO.: 09618279DFR6102019JD-1
Main Level Plaza, Elevator Core
r
C.0/1.0, Girder Embed Plate Location
Reviewed By: ASTM Test #: Asset N
To the best of my knowledge, the above WAS performed for information purposes only.
Technician:
Offices Serving the Western United States
Lynnwood (425) 485-5519 • Poulsbo (360) 598-2126 • Tacoma (253) 939-2500
The information provided on this report is prepared for the exclusive use of the client. This report may not be reproduced in any format without the written permission of the client and Kraran & Associates. This report
indicates our inspectors observation and testing results based on site conditions and contractor activities. This information is subject to review, prior to final submittal. By signing this report, our inspector does not accept
responsibility for validity of results. The same information has been provided by others on site
LI^GlZ& ASSOCIATES, INC.
GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING
CONSTRUCTION TESTING & INSPECTION
July 2, 2019
Accounts Payable
ADZAM INC. DBA DOUG'S MAZDA
22130 Hwy 99
Edmonds, WA 98026
RE: CONSTRUCTION TESTING AND INSPECTION
Doug's Lynnwood Mazda
22130 Hwy 99
Edmonds, Washington
KA No. 096-18279
Permit: BLD2017-1119
In accordance with your request and authorization, our firm performed construction testing and inspection
for the above -referenced project. The sampling and testing was performed by our inspectors and reports
are included.
If you have any questions, or if we can be of further assistance, please do not hesitate to contact our
office.
Respectfully submitted,
ZAN & ASSOCIATES, INC.
rbett . Mercer
Project Manager/Lab Manager
Pacific Northwest Division
CWM/lkj
CC: CITY OF EDMONDS (E-MAIL)
NED NELSON ARCHITECT (E-MAIL)
B&T ENGINEERING (E-MAIL)
WILCOX CONSTRUCTION (E-MAIL)
4303 198" Street SW, Lynnwood, Washington 98036 • (425) 485-5519 • FAX (425) 485-6837
With Offices Serving the Western United States
09618279 DFR.doc
Page 1 of 1
1%�_ Kxaz am_&Associates, Inc. Field
Geotechnical Engineering *Environmental Engineering
Construction Testing and Inspection
Report NO.: 09618279DFR6272019ZZ
DATE: 6/27/2019 Set Count: CONTRACTOR: WILCOX
PROJECT #: 09618279 PERMIT #: BLD2017-1119
PROJECT: Doug's Lynnwood Mazda INSPECTOR: Zelalem Zerihun _
LOCATION: 22214 HWY 99, Edmonds, WA JURISDICTION: City of Edmonds
KA P.M.: Corbett Mercer WEATHER: Cloud TEMP: 70' F
Krazan & Associates, Inc. (KAI) representative visited the above -named project as
per contractor's request and performed cold -formed steel (CFS) framing inspection.
Contractor requested this inspection for all interior CFS framings. We reviewed
structural and architectural drawings that provided by a site foreman. Structural plans do
not call out CFS framing as a structural member and CFS details not provided. We
walked thru and observed all interior CFS framings as per architectural plans A2.1 &
A2.3. It's my opinion that the CFS gauges, stud spacing, clip connections, pins, screws,
and connections to existing structure (a load path) appears as per common practice of
steel framing and matches the wall schedule A2.1.
Reviewed By: t ASTM Test #: I Asset
To the best of my knowledge, the above WAS performed for information purposes only.
Technician:
Offices Serving the Western United States
Lynnwood (425) 485-5519 • Poulsbo (360) 598-2126 • Tacoma (253) 939-2500
The information provided on this report is prepared for the exclusive use of the client. This report may not be reproduced in any format without the written permission ofthe client and Kravan & Associates. This report
indicates our inspectors observation and testing results based on site conditions and contractor activities. This information is subject to review prior to fmal submittal. By signing this report, our inspector does not accept
responsibility for validity of results. The same information has been provided by others on site.
Kazan_ & ASSOCIATES, INC.
GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING
CONSTRUCTION TESTING & INSPECTION
September 21, 2018
Accounts Payable
ADZAM INC. DBA DOUG'S MAZDA
22130 Hwy 99
Edmonds, WA 98026
RE: CONSTRUCTION TESTING AND INSPECTION
Doug's Lynnwood Mazda
22130 Hwy 99
Edmonds, Washington
KA No. 096-18279
Permit: BLD2017-1119
In accordance with your request and authorization, our firm performed construction testing and inspection
for the above -referenced project. The sampling and testing was performed by our inspectors and reports
are included.
If you have any questions, or if we can be of further assistance, please do not hesitate to contact our
office.
Respectfully submitted,
KRAZAN & ASSOCIATES, INC.
(2ett . Mercer
Project Manager/Lab Manager
Pacific Northwest Division
C WM/lkj
CC: CITY OF EDMONDS
NED NELSON ARCHITECT (E-MAIL)
B&T ENGINEERING (E-MAIL)
WILCOX CONSTRUCTION (E-MAIL)
4303 19811 Street SW, Lynnwood, Washington 98036 • (425) 485-5519 • FAX (425) 485-6837
With Offices Serving the Western United States
09618279 DFR.doc
['CraZan
Page 1 of 1
&Associates, I nc.
Geotechnical Engineering . Environmental Engineering
Construction Testing and Inspection
Field
Report NO.: 09618279DFR9172018EL
DATE: 9/17/2018 Set Count: CONTRACTOR: Wilcox
PROJECT #: 09618279 PERMIT #: BLD2017-1119
PROJECT: Doug's Lynnwood Mazda INSPECTOR: Edan Lewis
LOCATION: 22214 Hwy 99 JURISDICTION: Edmonds _
KA P.M.: JM WEATHER: Cloudy TEMP: 590 F
Krazan Representative arrived on site as requested for reinforcing steel inspection. Upon arrival, it was found that the
contractor completed the reinforcing steel placement for the footing/slab on grade for new storm vault. It was requested by
the contractor to inspect the reinforcing steel for part of the continuous footing for the new vehicle inventory garage
spanning on gridlines: A to B/1 and A/1 to 4. Reinforcing located in the locations referenced above appeared to conform to
plans on structural pages: S 1.1 and S3.1 for the building and S6.1, S6.2 and S6.3 for the storm vault.
Reviewed
To the best of my`knowl
regulatory requirements.
I
ASTM Test #:
Asset
the above WAS performed in accordance with the approved plans, specifications and
Technician:
Offices Serving the Western United States
Lynnwood (425) 485-5519 • Poulsbo (360) 598-2126 • Tacoma (253) 939-2500
The information provided on this report is prepared for the exclusive use of the client. This report may not be reproduced in any format without the written permission of the client and Kazan & Associates. This report
indicates our inspectors observation and testing results based on site conditions and contractor activities. This information is subject to review prior to final submittal. By signing this report, our inspector does not accept
responsibility for validity of results. The same information has been provided by others on site.
_ Page 1 of 1
==='[(a&Associates, Inc.
Geotechnical Engineering . Environmental Engineering
Construction Testing and Inspection
Field
Report NO.: 09618279DFR9182018WB
DATE: 9/18/2018 Set Count: CONTRACTOR: Wilcox
PROJECT M 09618279 PERMIT M BLD 2017-1119
PROJECT: Doug's Lynnwood Mazda INSPECTOR: William Bui
LOCATION: 22214 Aurora N JURISDICTION: Edmonds
KA P.M.: Corbett Mercer WEATHER: Cloudy TEMP: 52
Krazan representative arrived on site for observation, rebar, and testing sampling.
Rebar #5 were lay top and bottom at 12" OC (at elevator). Concrete blocks lay under rebar.
Rebar are tie firm in place and look good.
Contractor poured about 190 cyds mix 025506C at Detention vault footing and elevator footing.
The mix design has min compressive strength 4000 psi at 28 days. Two set of five cylinders 4x8 were cast
All testing results are listed on concrete reports 09618279CR91818WB-1 and 09618279CR91818WB-2
Reviewed
To the best of my knowl
regulatory requirements.
ASTM Test #:
IAsset Number (s):
, the above WAS performed in accordance with the approved plans, specifications and
Technician:
Offices Serving the Western United States
Lynnwood (425) 485-5519 • Poulsbo (360) 598-2126 • Tacoma (253) 939-2500
The information provided on this report is prepared for the exclusive use of the client. This report may not be reproduced in any format without the written permission of the client and Kmran & Associates. This report
indicates our inspectors observation and testing results based on site conditions and contractor activities. This information is subject to review prim to final submittaL By signing this report, our inspector does not accept
responsibility for validity of results. The same information has been provided by others on site.
Ia.Z;a1 & ASSOCIATES, INC.
GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING
CONSTRUCTION TESTING & INSPECTION
October 3, 2018
Accounts Payable
ADZAM INC. DBA DOUG'S MAZDA
22130 Hwy 99
Edmonds, WA 98026
RE: CONSTRUCTION TESTING AND INSPECTION
Doug's Lynnwood Mazda
22130 Hwy 99
Edmonds, Washington
KA No. 096-18279
Permit: BLD2017-1119
In accordance with your request and authorization, our firm performed construction testing and inspection
for the above -referenced project. The sampling and testing was performed by our inspectors and reports
are included.
If you have any questions, or if we can be of further assistance, please do not hesitate to contact our
office.
Respectfully submitted,
ZAN & ASSOCIATES, INC.
r ett - . Mercer
Project Manager/Lab Manager
Pacific Northwest Division
CWM/lkj
CC: CITY OF EDMONDS (E-MAIL)
NED NELSON ARCHITECT (E-MAIL)
B&T ENGINEERING (E-MAIL)
WILCOX CONSTRUCTION (E-MAIL)
4303 198" Street SW, Lynnwood, Washington 98036 • (425) 485-5519 • FAX (425) 485-6837
With Offices Serving the Western United States
09618279 DFR.doc
Page 1 of 1
VNX0jZan &Associates, I nc.
Geotechnical Engineering . Environmental Engineering
Construction Testing and Inspection
Field
Report NO.: 09618279DFR9272018DK
DATE: 9/27/2018 Set Count: CONTRACTOR: Wilcox
PROJECT #: 09618279 PERMIT #:gLJ32*13
PROJECT: Doug's Lvrinwood Mazda INSPECTOR: Don Keller
LOCATION: 22214 Hwy 99 JURISDICTION: Edmonds
KA P.M.: WEATHER: TEMP:
Inspected the placement of ASTM A615 GR60 reinforcing steel for vault interior, exterior, baffle, and knee c.i.p. walls
Offices Serving the Western United States
Lynnwood (425) 485-5519 • Poulsbo (360) 598-2126 • Tacoma (253) 939-2500
The information provided on this report is prepared for the exclusive use of the client. This report may not be reproduced in any format without the written permission of the client and Knman & Associates. This report
indicates our inspectors observation and testing results based on site conditions and contractor activities. This information is subject to review prior to final submittal. By signing this report, our inspector does not accept
responsibility for validity of results. The same information has been provided by others on site
qiaMKraZ;an
& ASSOCIATES, INC.
GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING
CONSTRUCTION TESTING & INSPECTION
October 8, 2018
Accounts Payable
ADZAM INC. DBA DOUG'S MAZDA
22130 Hwy 99
Edmonds, WA 98026
RE: CONSTRUCTION TESTING AND INSPECTION
Doug's Lynnwood Mazda
22130 Hwy 99
Edmonds, Washington
KA No. 096-18279
Permit: BLD2017-1119
In accordance with your request and authorization, our firm performed construction testing and inspection
for the above -referenced project. The sampling and testing was performed by our inspectors and reports
are included.
If you have any questions, or if we can be of further assistance, please do not hesitate to contact our
office.
Respectfully submitted,
KRAZAN & ASSOCIATES, INC.
ett . Mercer
Project Manager/Lab Manager
Pacific Northwest Division
CWNV]kj
CC: CITY OF EDMONDS (E-MAIL)
NED NELSON ARCHITECT (E-MAIL)
B&T ENGINEERING (E-MAIL)
WILCOX CONSTRUCTION (E-MAIL)
4303 198" Street SW, Lynnwood, Washington 98036 • (425) 485-5519 • FAX (425) 485-6837
With Offices Serving the Western United States
09618279 DFR.doc
qQ0KXaZa 1. & Associates, Inc.
GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING
CONSTRUCTION TESTING AND INSPECTION
DATE: .Z'O - 3
PROJECT* _ a--,7?6 f fl L 7 �/,
PROJ T: ,0 z 41L LL�
LOCATION:__�_.._._g
KRAZAN PROJECT MANAGER:
FIELD REPORT 0 616
CONTRACTOR:
JURISDICTION:
PERMIT 11119
INSPECTOR: _ ��i
WEATHER:_.TEMP
A _ ,. .r �■ . .ram t
EquipmenVAsset Number(s):
To the best of my know dge, the abov/ WAS NOT performed in accordance with the approved plans, specifications, and regulatory requirements.
Super' t denU resentative: clan:
This report indicates our 'ns is obse ation and testing results based on the site condition and contractor's activities. This in ation i subject to review or to final submittal. By signing this report, our
inspector does not accept sibility for validity of the results. Some information on this report may have been provided by others on site. The information provided on this report is prepared for the exclusive use of
the client. This report may not be reproduced in any format without the written permission of the client and Krazan & Assoc.
if?fficpc Sprvinn the WPcta_rn ilnitpr*i StatPc
Pagel of 2
ll&�Va
8tAss ociate s,Inc.
Geotechnical Engineering • Environmental Engineering
Construction Testing and Inspection
Field
Report NO.: 09618279DFRIO42018JA
DATE: 10/4/2018 Set Count: CONTRACTOR: WILCOX
PROJECT #: 09618279 PERMIT #: BLD 2017 1119
PROJECT: D22& Lynnwood Mazda INSPECTOR: Joseph Aranas
LOCATION: 22214 Hiway 99 JURISDICTION: City of Edmonds
KAP.M.: Jeff Mercer WEATHER: Partly Cloudy TEMP:50
Krazan & Associates, Inc. Arrive on site as requested to perform concrete pour observation and
sampling.
• Vault Wall
Contractor poured a total of 180 CY of concrete (MILES SAND & GRAVEL) using approve mix
design 025506C having a minimum compressive strength design 4000 psi @ 28 days 1 set of Five 4x8
were cast for compressive strength testing.
Test results are available on concrete
18279CR1042018JA-1, #9618279CR1042018JA-2.
tom.:_-_ ��-_�.y-r+::.: -.~ V ._ �•_' -
Offices Serving the Western United States
Lynnwood (425) 485-5519 • Poulsbo (360) 598-2126 • Tacoma (253) 939-2500
The information provided on this report is prepared for the exclusive use of the client. This report may not be reproduced in any format without the written permission of the client and Krazan & Associates. This report
indicates our inspectors observation and testing results based on site conditions and contractor activities. This information is subject to review prior to final submittaL By signing this report, our inspector does not accept
responsibilityfor validityof results. The same information has been provided by others on site.
Page 2 of 2
'IW&Associates,lnc. Field
Geotechnical Engineering* Environmental Engineering Report NO.: 09618279DFR1042018JA
Construction Testing and Inspection
Krazan & Associates, Inc. Arrive on site as requested to perform concrete pour observation and
sampling.
• Spread footing grid line @ 2B,C, 3B,C,D,F, 4/B,C,D,E,F.
• Continuous footing grid line @ 1-5/A,1/A-F,2-4/F-F3,4-6/F3,5/C-F3
• Combine footing 3-3.5/E.
Contractor poured a total of 70 CY of concrete (MILES SAND & GRAVEL) using approve mix
design 0255AC having a minimum compressive strength design 3000 psi @ 28 days 1 set of Five 4x8
were cast for compressive strength testing.
Test results are availE
Reviewed
To the best of rnj,: wlc
regulatory requirements.
I
ASTM Test #: Asset N
the above WAS performed in accordance with the approved plans, specifications and
Technician:
Offices Serving the Western United States
Lynnwood (425) 485-5519 • Poulsbo (360) 598-2126 • Tacoma (253) 939-2500
The information provided on this report is prepared for the exclusive use of the client. This report may not be reproduced in any format without the written permission of the client and Kravan & Associates. This report
indicates our inspectors observation and testing results based on site conditions and contractor activities. This information is subject to review prior to final submittal. By signing this report, our inspector does not accept
responsibility for validity o£rsults. The same information has been provided by otbers on site.
K.raz_ & ASSOCIATES, INC.
GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING
CONSTRUCTION TESTING & INSPECTION
October 22, 2018
Accounts Payable
ADZAM INC. DBA DOUG'S MAZDA
22130 Hwy 99
Edmonds, WA 98026
RE: CONSTRUCTION TESTING AND INSPECTION
Doug's Lynnwood Mazda
22130 Hwy 99
Edmonds, Washington
KA No. 096-18279
Permit: BLD2017-1119
In accordance with your request and authorization, our firm performed construction testing and inspection
for the above -referenced project. The sampling and testing was performed by our inspectors and reports
are included.
If you have any questions, or if we can be of further assistance, please do not hesitate to contact our
office.
Respectfully submitted,
KRAZAN & ASSOCIATES, INC.
L.ett . Mercer
Project Manager/Lab Manager
Pacific Northwest Division
CWM/Ikj
CC: CITY OF EDMONDS (E-MAIL)
NED NELSON ARCHITECT (E-MAIL)
B&T ENGINEERING (E-MAIL)
WILCOX CONSTRUCTION (E-MAIL)
4303 1981h Street SW, Lynnwood, Washington 98036 • (425) 485-5519 • FAX (425) 485-6837
With Offices Serving the Western United States
09618279 DFR.doc
=��4(azan&Associate s,Inc. _
Geotechnical Engineering • Environmental Engineering
Construction Testing and Inspection
DATE: 10/18/2018
PROJECT #: 09618279
PROJECT: Lynnwood Mazda
LOCATION:
KA P.M.: Corbett Mercer
STRUCTURAL STEEL
WELDING INSPECTION
REPORT NO.: 09618279SSR101818-IV
CONTRACTOR: Blue Star Weldin
PERMIT #: BLD2017-1119
INSPECTOR: Itiaj Vahora
JURISDICTION:
WEATHER: Sunny TEMP: 60 °
❑ FIELD M SHOP WELDING M VISUAL ❑ MATERIAL ID
Item(s) Inspected:
Bearing Plate-BRP1, BRP2; Embed plate-EMP1, EMP2(28), EMP3(4), EMP4(2), EMP5, EMP6(2), EMP7(25), EMP8(2),
EMP9(4), EMP10, EMP11, EMP12(4), EMP13(11), EMP14(8), EMP15(4), EMP16, EMP17, EMP18; Loose angle- LA30, LA32,
LA35; Plate-LP2, LP3
Location:
Blue Star Welding, 6059 Guide Meridian, Bellingham
Welder qualification / certification verified for:
Austin Holder,W21680;Daniel Starbuck, W10669; Eduardo Frances,W21421
Position:
❑ FLAT
❑ VERTICAL
❑
OVERHEAD
❑ HORIZONTAL
❑ Filler Metal:
Process:
❑ SMAW
❑ FCAW
❑
SAW
❑ GMAW
❑ Other:
Weld Type:
❑ FILLET
❑ C.P.
❑
PLUG
❑ P.P.
❑ Other: STUD GUN 1/2". 3/4" dia.
Weld Size:
❑ 3/16"
❑ 1/4"
❑
3/8"
❑ 5/16"
❑ Other:
Codes:
❑ AWS
❑ AISC
❑
ASME
❑ IBC
❑ Other:
F71NOTES
❑ DISCREPANCIES
90 % COMPLETE
site per request for post weld visual inspection of embeds, plate and an
tils and AWS D1.1 visual inspection criteria.
and location per
will attach plates to embeds on site for — EMP4, EMP6, EMP8, EMP10, 5/16" fillet weld required.
attached stud to plate using gun, verified 360 degree coverage around base perimeter.
To the best of my knowledge, the above S performed in accordance with the approved plans, specifications and regulatory requirements.
Superintendent/Representative: Technician: AnWolkt
1-7 t +.
Offices Serving the Western United States
Lynnwood (425) 485-5519 • Poulsbo (360) 598-2126 • Tacoma (253) 939-2500
Structural Steel Report Effective 10/3/2017
Theinformationpmvidedoo th,, Tgmrt is prepared for tbe—lusiveuse of the client. This report may not be reproduced in any format without the written petrussionoftheclient and Krai—RAasooiam. Thfi-portindicatesorrinspWoraahac,vsbo,snd testing results basedonsitecanditionsmM
—tmetor activities. This information is subject w review prim to fwl submittal. By signing this report, our inspector does not accept responsibility for validity of results. The same inibmmtion has been provided by others on site.
f(LaZan-
& ASSOCIATES, INC.
GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING
CONSTRUCTION TESTING & INSPECTION
October 24, 2018
Accounts Payable
ADZAM INC. DBA DOUG'S MAZDA
22130 Hwy 99
Edmonds, WA 98026
RE: CONSTRUCTION TESTING AND INSPECTION
Doug's Lynnwood Mazda
22130 Hwy 99
Edmonds, Washington
KA No. 096-18279
Permit: BLD2017-1119
In accordance with your request and authorization, our firm performed construction testing and inspection
for the above -referenced project. The sampling and testing was performed by our inspectors and reports
are included.
If you have any questions, or if we can be of further assistance, please do not hesitate to contact our
office.
Respectfully submitted,
KRAZAN & ASSOCIATES, INC.
ett . Mercer
Project anager/Lab Manager
Pacific Northwest Division
CWM/lkj
CC: CITY OF EDMONDS (E-1,4AIL)
NED NELSON ARCHITECT (E-MAIL)
B&T ENGINEERING (E-MAIL)
WILCOX CONSTRUCTION (E-MAIL)
4303 198' Street SW, Lynnwood, Washington 98036 • (425) 485-5519 • FAX (425) 485-6837
Willi Offices Serving the Western United States
09618279 DFR.doc
�rr Page 1 of 1
4611.2■�azan&Assoc1ates, I nc.
Geotechnical Engineering . Environmental Engineering
Construction Testing and Inspection
Field
Report NO.: 09618279DFRIO222018CWT
DATE: 10/22/2018 Set Count: CONTRACTOR: Concrete Structures NW, LLC
PROJECT #: 09618279 PERMIT #: BLD2017-1119
PROJECT: Do 's Lynnwood Mazda INSPECTOR: Chris Wilson/Tuyen Tran
LOCATION: 22214 Hwy 99 JURISDICTION: City of Edmonds
KA P.M.: Corbett Mercer WEATHER: Party Cloud TEMP: 49' F
Krazan representatives arrived on site at 1:00PM to conduct concrete testing and to re -inspect steel reinforcement within
F5.0 spread footings along line 5 from A to F3. Upon arrival spread footings where corrected and installed with (6) #6 bar
E.W. with the appropriate depth of 15" with a 3" concrete clearance to earth. Tuyen Tran was the lead inspector aiding in
training Chris Wilson. Don Keller was the inspector who previously inspected the site calling for the footings to be
reinspected to due to insufficiency. Steel Reinforcement was approved by Tuyen Tran and Chris Wilson before concrete
pour commenced.
Footine (along line 5 from A to F3)
Observed the contractor placing concrete approximately 10 cubic yards with mix No.025506C from MILES SAND &
GRAVEL. The contractor placed concrete using a pump truck and mechanical vibrator was used for consolidation. Also
checked batch ticket, water added and performed slump, and temperature tests. One set of (5:1-7days, 3-28days, and 1-
Hold) 4X8 cylinders were made. Please refer to concrete report No. 9618279CR10222018CWT-1, for detailed mix -design,
location of placement and compressive strength results.
Photo 1: Footing along line 5 from A to F3
ASTM Test #:
Asset
To the best of ihy1howle4ge, the above WAS performed in accordance with the approved plans, specifications and
regulatory requirements.
I Technician:
l
Offices Serving the Western United States
Lynnwood (425) 485-5519 • Poulsbo (360) 598-2126 • Tacoma (253) 939-2500
The information provided on this report is prepared for the exclusive use of the client. This report may not be reproduced in any format without the written permission of the client and Krarsn & Associates. This report
indicates our inspectors observation and testing results based on site conditions and contractor activities. This information is subject to review prior to final submittal. By signing this report, our inspector does not accept
responsibility for validity of results. The same information has been provided by others on site.
Associa_t_es, Inc. FIELD REPORT 071
GEOTECHNICAL ENGINEERING ENVIRONMENTAL ENGINEERING J ^^
CONSTRUCTION TESTING AND INSPECTION
DATE: ! L� Z L _ _��� _ CONTRACTOR: r o C
PROJECT #:/ ,' Z 7_ JURISDICTION:
PROJ'T: _ �� G��_.� PERMIT #: _
LOCATION: �,ZZ!y �� �J INSPECTOR: TE ?y
KRAZAN PROJECT MANAGER: J WEATHER: n _ TEMP:
�r 51
4r .:—
Equipment/Asset Number(s):
To the best of my know e, the abov / WAS NOT performed in accordance with the approved plans, specifications, and regulatory requirements.
Super' to dent resentative: Tech n:
This report indicates our i ❑r's obse ation and testing results based an the site condition and contractor's activide . his info on is su ect to r r to final submittal. By signing this report, our
inspector does not accept responsibility for alidity of the results. Some information on this report may have been provided by others on s . The information provided on this report is prepared for the exclusive use of
the client. This report may not be reproduced in any format without the written permission of the client and Krazan & Assoc.
nffir_pc Sa_rvinn the WP_Ctprn l/nitprt StatpS
--e!!M<ra an&Associates,Inc.
Geotechnical Engineering . Environmental Engineering
Construction Testing and Inspection
DATE: 10/18/2018
PROJECT #: 09618279
PROJECT: Lynnwood Mazda
LOCATION:
KA P.M.: Corbett Mercer
STRUCTURAL STEEL
WELDING INSPECTION
REPORT NO.: 09618279SSR101818-IV
CONTRACTOR: Blue Star Welding;
PERMIT #: BLD2017-1119
INSPECTOR: Itia' Vahora
JURISDICTION:
WEATHER:.Sunny TEMP: 60 °
❑ FIELD F] SHOP WELDING F71 VISUAL ❑ MATERIAL ID
Item(s) Inspected:
Bearing Plate-BRP1, BRP2; Embed plate-EMP1, EMP2(28), EMP3(4), EMP4(2), EMP5, EMP6(2), EMP7(25), EMP8(2),
EMP9(4), EMP10, EMP11, EMP12(4), EMP13(11), EMP14(8), EMP15(4), EMP16, EMP17, EMP18; Loose angle- LA30, LA32,
LA35; Plate-LP2, LP3
Location:
Blue Star Welding, 6059 Guide Meridian, Bellingham
Welder qualification / certification verified for: Austin Holder,W21680;Daniel
Position:
❑
FLAT
❑
VERTICAL
❑
OVERHEAD
0
HORIZONTAL
Process:
❑
SMAW
❑
FCAW
❑
SAW
❑
GMAW
Weld Type:
0
FILLET
❑
C.P.
❑
PLUG
❑
P.P.
Weld Size:
❑
3/16"
❑
1/4"
❑
3/8"
❑
5/16"
Codes:
0
AWS
❑
AISC
❑
ASME
❑
IBC
F71NOTES
❑ DISCREPANCIES
In site per request for post weld visual inspection of embeds, plate and angles. V
etails and AWS D1.1 visual inspection criteria.
W10669; Eduardo Frances,W21421
❑ Filler Metal:
❑ Other:
❑✓ Other:
❑ Other:
❑ Other:
STUD GUN 1/2", 3/4" dia.
90 % COMPLETE
ontractor will attach plates to embeds on site for — EMP4, EMP6, EMP8, EMP10, 5/16" fillet weld required.
ontractor attached stud to plate using gun, verified 360 degree coverage around base perimeter.
To the best of my knowledge, the above ,WAS performed in accordance with the approved plans, specifications and regulatory requirements.
Superintendent/Representative: Technician:
Offices Serving the Western United States
Lynnwood (425) 485-5519 • Poulsbo (360) 598-2126 • Tacoma (253) 939-2500
per
Structural Steel Report Effective 10/32017
The information provided on this report is prepared for the exclusive use ofthe client. This report may not be reproduced in any format without the written permission ofthe client and Krems @ Associates. This report indicates our in
spectors observation and testing results based an site wnditions and
conhnctor activities. This information is subject to review prior to finel submittal. By signing this report, our inspector does not accept responsibilityfor validity ofresults. The same information has been provided by ollras on site.
aZan & ASS0CIAT.ES, INC.
GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING
CONSTRUCTION TESTING & INSPECTION
October 29, 2018
Accounts Payable
ADZAM INC. DBA DOUG'S MAZDA
22130 Hwy 99
Edmonds, WA 98026
RE: CONSTRUCTION TESTING AND INSPECTION
Doug's Lynnwood Mazda
22130 Hwy 99
Edmonds, Washington
KA No. 096-18279
Permit: BLD2017-1119
In accordance with your request and authorization, our firm performed construction testing and inspection
for the above -referenced project. The sampling and testing was performed by our inspectors and reports
are included.
If you have any questions, or if we can be of further assistance, please do not hesitate to contact our
office.
Respectfully submitted,
KRAZAN & ASSOCIATES, INC.
et . Mercer
Project Manager/Lab Manager
Pacific Northwest Division
CWM/Ikj
CC: CITY OF EDMONDS (E-MAIL)
NED NELSON ARCHITECT (E-MAIL)
B&T ENGINEERING (E-MAIL)
WILCOX CONSTRUCTION (E-MAIL)
4303 198" Street SW, Lynnwood, Washington 98036 • (425) 485-5519 • FAX (425) 485-6837
Witlt Offices Serving the Western United States
09618279 DFR.doc
KraZarl & Associates, Inc.
GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING '
CONSTRUCTION TESTING AND INSPECTION
DATE: Z a Z -- I
PROJECT#: 67"'C? G 1* 2- 7
PROJECT
LOCATION:_
KRAZAN PROJECT MANAGER:
FIELD REPORT 0730
CONTRACTOR: 6tl� e-C.r..nr
JURISDICTION:
PERMIT #:
INSPECTOR: ?- 2pP—
WEATHER: TEMP: S S
r2"
77—
QAZ S
Equipment/Asset Number(s):
To the best of my knowl�,ergt, the
v�
e-
rvA--S
WAS NOT performed in accordance with the approved plans, specifications, and regulatory requirements.
Superi enden esentative. Teee ician:
_may
This report indicates our inspector's observatio and testing results based on the site condiflon and contractor's activities. Thi ' formation s subject to review prior to final submittal. By signing this report, our
inspector does not accept responsibility for validity of the results. Some information on this report may have been provided by others on site. The information provided on this report is prepared for the exclusive use of
the client.This report may not be reproduced in any format without the written permission of the client and Krazan & Assoc.
�itfl!`p_C SSP_YVI/1PI the Wp_Ctp_m Ilnitpri RtatP_S
Page 1 of 1
�K
[ ;M&Associates, Inc.
Geotechnical Engineering e Environmental Engineering
Construction Testing and Inspection
Field
Report NO.: 09618279DFRI 0 192018DK
DATE: 10/19/2018 Set Count: CONTRACTOR: Wilcox
PROJECT #: 09618279 PERMIT #: BLD2017 1119
PROJECT: Dou 's Lynnwood Mazda INSPECTOR: Don Keller
LOCATION: JURISDICTION:
KA P.M.: WEATHER: TEMP:
Arrived on site @10:30 am. Inspected the placement of ASTM A615 GR60 reinforcing steel for continuous figs. and
spread ftgs. @ 5& A-D. Details A,B/S3. 1,S2. 1,GSN, S1.1 Revision 2 5/31/18.
Reinspection required: F5.0 spread ftgs were not 15" deep and did not have (6) #6 bars E.W. as per S2.1. Note:
Contractor requested that I return to site this afternoon for reinspection.
Returned to site @2:30. Performed reinspection on reinforcing steel for areas stated above. All discrepancies were
brought into compliance with approved plans and contract documents.
Performed inspection of ASTM A615 GR60 reinforcing steel for 8" C.I.P. wall @A&1-5 prior to form closure.A/S3.1,
A/S4.1, GSN, S 1.1 Revision 2 5/31/18. Note: Work in progress to place embeds, cmu wall dowels, 2 #5 U bars, and 2 #5
bent bars as per A/S4.1. Reinspection required prior to concrete placement.
011
Reviewed By:
ASTM Test #:
Asset Number(s):
To the best of wle ge, the above WAS performed in accordance with the approved plans, specifications and
regulatory requirements.
Superintendent/Representative:
Technician:
Offices Serving the Western United States
Lynnwood (425) 485-5519 • Poulsbo (360) 598-2126 • Tacoma (253) 939-2500
The information provided on this report is prepared for the exclusive use of the client. This report may not be reproduced in any format without the written permission of the client and Kaman & Associates. This report
indicates our inspectors observation and testing results based on site conditions and contractor activities. This information is subject to review prior to final submittal. By signing this report, our inspector dos not accept
rsponsibility for validity of results. The same information has been provided by others on site
A S S 0 C I A
GEOTECHNICAL ENGINEERING 9 ENVIRONMENTAL ENGINEERING
CONSTRUCTION TESTING & INSPECTION
November 2, 2018
Accounts Payable
ADZAM INC. DBA DOUG'S MAZDA
22130 Hwy 99
Edmonds, WA 98026
RE: CONSTRUCTION TESTING AND INSPECTION
Doug's Lynnwood Mazda
22130 Hwy 99
Edmonds, Washington
KA No. 096-18279
Permit: BLD2017-1119
In accordance with your request and authorization, our firm performed construction testing and inspection
for the above -referenced project. The sampling and testing was performed by our inspectors and reports
are included.
If you have any questions, or if we can be of further assistance, please do not hesitate to contact our
office.
Respectfully submitted,
KRAZAN & ASSOCIATES, INC.
CZett7W�Mercer
Project Manager/Lab Manager
Pacific Northwest Division
CWM/Ikj
CC: CITY OF EDMONDS (E-MAIL)
NED NELSON ARCHITECT (E-MAIL)
B&T ENGINEERING (E-MAIL)
WILCOX CONSTRUCTION (E-MAIL)
4303 1981h Street SW, Lynnwood, Washington 98036 • (425) 485-5519 • FAX (425) 485-6837
With Offices Serving the Western United States
09618279 DFR. doe
Page 1 of 1
^(� &Associates, Inc.
Geotechnical Engineering . Environmental Engineering
Construction Testing and Inspection
Field
Report NO.: 09618279DFRIO312018DK
DATE: 10/31/2018 Set Count: CONTRACTOR: Wilcox
PROJECT #: 09618279 PERMIT #: BLD2017-1119
PROJECT: Doug's Lynnwood Mazda INSPECTOR: Don Keller
LOCATION: 22214 HWY 99 JURISDICTION: Edmonds
KA P.M.: WEATHER: TEMP:
Arrived on site at 12:30 for scheduled reinforcing steel inspection. Upon my arrival the contractor cancelled the
inspection. Work was not complete at time of inspection. Contractor to reschedule once work is complete. No inspection
services provided on this date.
a
Reviewed By:
ASTM Test #:
I
I Asset Number(s):
To the best of 1 owled e, the above WAS performed in accordance with the approved plans, specifications and
regulatory requirements.
Superintendent/Representative:
Technician:
Offices Serving the Western United States
Lynnwood (425) 485-5519 • Poulsbo (360) 598-2126 • Tacoma (253) 939-2500
The information provided on this report is prepared for the exclusive use of the client. This report may not be reproduced in any format without the written permission of the client and Kr=n & Associates. This report
indicates our inspectors observation and testing results based on site conditions and contractor activities. This information is subject to review prior to final submittal. By signing this report, our inspector dos not accept
responsibility for validity of results. The same information has been provided by others on sits
��-�1,i=an& Assoc iate s,Inc.
Geotechnical Engineering . Environmental Engineering
Construction Testing and Inspection
DATE: 10/31 /2018
PROJECT #: 09618279
PROJECT: Doucs Mazda Lvnnwood
LOCATION: 6059 Guide -Meridian Rd. Bellinclham, WA.
KA P.M.: Jeff Mercer
STRUCTURAL STEEL
WELDING INSPECTION
REPORT NO.: 18279SSR103118-DL
CONTRACTOR: Blue Star Welding;
PERMIT #: TBD
INSPECTOR: David Lane
JURISDICTION: City of Lvnnwood
WEATHER: rain TEMP: 44 °
❑ FIELD 7 SHOP WELDING FIVISUAL ❑ MATERIAL ID
Periodic visual inspection of Beam Units;B84, B83x2, B82, B74x2, B65, B60, B53, B44, B42, B37, B31, B29, B26, B23, B21,
616, B15, 1313, 1312, B5, B52, 1311, and B53 as per the shop drawings.
Fabrication Facility
Welder qualification / certification verified for:
WABO qualifications verified for active BlueStar welders
Position:
0 FLAT
❑✓ VERTICAL
❑ OVERHEAD
❑ HORIZONTAL
❑ Filler Metal:
Process:
❑ SMAW
❑✓ FCAW
❑ SAW
❑ GMAW
❑ Other:
Weld Type:
❑✓ FILLET
❑ C.P.
❑ PLUG
❑ P.P.
❑ Other:
Weld Size:
❑✓ 3/16"
❑ 1/4"
❑ 3/8"
❑ 5/16"
❑ Other:
Codes:
❑✓ AWS
❑ AISC
❑ ASME
❑✓ IBC
❑ Other:
❑� NOTES
❑ DISCREPANCIES
100 % COMPLETE
lrrived onsite as per dispatch. Performed periodic visual inspection of Beam Units;B84, B83x2, B82, B74x2, B65, B60,
B53, B44, B42, B37, B31, B29, B26, B23, B21, B16, B15, B13, B12, B5, B52, B11, and B53 as per the shop drawings. The
ik% elds were sized and placed as -detailed on the pertaining drawing. No discrepancies were noted during the inspection. All
;inspected welds were visually acceptable as per AWS D1.1, Clause 6 criteria.
L3aM C u=
4$p C%sn i 5o"71
t]C1 EXP. 3IUM1
To the best of my knowledge, the above A performed in accordance with the approved plans, specifications and regulatory requirements.
Superintendent/Representative: Technician:
Offices Serving the Western United States
Lynnwood (425) 485-5519 • Poulsbo (360) 598-2126 • Puyallup (253) 939-2500
Structural S1ee1 Report Revision 2 Effective 0l/22/2013
The information p-ided on this repo,( is prepared In, the exclusive use ufthe client. This rugs n may not be reproduced in any f l witboul the written permission afthe client and Ksaran & Mandates. This repo indicates not inspectors observation and testing insults based on site conditions and
wnlmctor sclivities. This information is subject to review prior to final submittal. Hy signing this omorl, ow i apector does not acoW responsibility Ibr validity nfresults. The seine inf nastion has been p-ided by others on site.
& ASSOCIATES, INC.
GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING
CONSTRUCTION TESTING & INSPECTION
November 7, 2018
Accounts Payable
ADZAM INC. DBA DOUG'S MAZDA
22130 Hwy 99
Edmonds, WA 98026
RE: CONSTRUCTION TESTING AND INSPECTION
Doug's Lynnwood Mazda
22130 Hwy 99
Edmonds, Washington
KA No. 096-18279
Permit: BLD2017-1119
In accordance with your request and authorization, our firm performed construction testing and inspection
for the above -referenced project. The sampling and testing was performed by our inspectors and reports
are included.
If you have any questions, or if we can be of further assistance, please do not hesitate to contact our
office.
Respectfully submitted,
KWAN & ASSOCIATES, INC.
Cgr4ett Wy Mercer
Project Manager/Lab Manager
Pacific Northwest Division
C WM/1ki
CC: CITY OF EDMONDS (E-MAIL)
NED NELSON ARCHITECT (E-MAIL)
B&T ENGINEERING (E-MAIL)
WILCOX CONSTRUCTION (E-MAIL)
4303 19811 Street SW, Lynnwood, Washington 98036 • (425) 485-5519 • FAX (425) 485-6837
With Offices Serving the Western United States
09618279 DFR.doc
Page 1 of 1
Ir. W-M V*JmaZan & A S s o c i a t e s, I nC. Field
Geotechnical Engineering* Environmental Engineering Report NO.: 09618279DFRI 112018DK
Construction Testing and Inspection
DATE: 11/1/2018 Set Count: CONTRACTOR: Wilcox
PROJECT #: 09618279 PERMIT #: BLD2017-1119
PROJECT: Dou 's Lynnwood Mazda INSPECTOR: Don Keller
LOCATION: 22214 HWY 99 JURISDICTION: Edmonds
KA P.M.: WEATHER: TEMP:
Inspected the placement of ASTM A615 GR60 reinforcing steel and embeds for c.i.p. walls prior to form closure @A-
D&5-5.5 Lower Level. A/S3.1, A/S4.1, GSN, S1.1. 5/3/18.
Note: Work in progress to place embed plates (2) #5 U bars, (2) #5 bent bars, and cmu wall dowels @ t.o.w Main Level
elevation as per A/S4.1. Reinspection required prior to concrete placement.
91
Reviewed By:
ASTM Test #:
I
Asset Numbe s):
To the best of rrowled ;e, the above WAS performed in accordance with the approved plans, specifications and
regulatory requirements.
Superintendent/Representative:
Technician:
Offices Serving the Western United States
Lynnwood (425) 485-5519 • Poulsbo (360) 598-2126 • Tacoma (253) 939-2500
The information provided on this report is prepared for the exclusive use of the client. This report may not be reproduced in any format without the written permission of the client and Kraran & Associates. This report
indicates our insp.. observation and testing results based on site conditions and contractor activities. This information is subject to review prior to final submittal. By signing this report, our inspector does not accept
responsibility r; ility for validity of results. The same information has been provided by others on site.
& ASSOCIATES, INC.
GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING
CONSTRUCTION TESTING & INSPECTION
November 9, 2018
Accounts Payable
ADZAM INC. DBA DOUG'S MAZDA
22130 Hwy 99
Edmonds, WA 98026
RE: CONSTRUCTION TESTING AND INSPECTION
Doug's Lynnwood Mazda
22130 Hwy 99
Edmonds, Washington
KA No. 096-18279
Permit: BLD2017-1119
In accordance with your request and authorization, our firm performed construction testing and inspection
for the above -referenced project. The sampling and testing was performed by our inspectors and reports
are included.
If you have any questions, or if we can be of further assistance, please do not hesitate to contact our
office.
Respectfully submitted,
7AN & ASSOCIATES, INC.
orbett W. Mercer
Project Manager/Lab Manager
Pacific Northwest Division
CWM/]kj
CC: CITY OF EDMONDS (E-A9AIL)
NED NELSON ARCHITECT (E-MAIL)
B&T ENGINEERING (E-MAIL)
WILCOX CONSTRUCTION (E-MAIL)
4303 19811 Street SW, Lynnwood, Washington 98036 • (425) 485-5519 • FAX (425) 485-6837
With Offices Serving the Western United States
09618279 DFR.doc
Page 1 of 1
RKnyan&Asscciates,Inc.
Geotechnical Engineering . Environmental Engineering
Construction Testing and Inspection
Field
Report NO.: 09618279DFR1172018SS-1
DATE: 11/7/2018 Set Count: 1 CONTRACTOR: Wilcox Construction
PROJECT #: 09618279 PERMIT #: BLD20171119
PROJECT: Dou 's Lynnwood Mazda INSPECTOR: Susheel Sharma
LOCATION: 22214 Hwy 99 JURISDICTION: City of Edmonds
KA P.M.: Jeff Mercer WEATHER: Partly Cloud TEMP: 50 r
Krazan & Associates arrived on site per request for concrete inspection on time. Monitored load tickets, batch weights and
water allowances. Concrete started poured by 12:20 pm and completed by 5:00 pm. Contactor placed 140 yd3 of concrete
from plant of MILES Sand & Gravel. Contractor poured concrete from pump at the wall of the building Grid 1 to Grid 5
through Grid A to F3.
Set 1: Mix Code: 0255AC• Permit No: BLD20171119• Disp Ticket No:214782( wall on the buildin
One set of five cylinders (4X8) were made for compressive strength testing. Break scheduled for one in 11-14, three in 12-05
and one is kept for hold. Contractor used pump truck to transport the concrete and was mechanically consolidated. Designed
strength of this concrete is 3000 psi. See Cylinder report 09618279CRI 10718-SS-1 for break results.
Reviewed
bite rnoto 1: c:oncreting on wall of the
ASTM Test #:
building
Asset Nu
To the best of my k�lowledge, the above WAS performed in accordance with the approved plans, specifications and
regulatory requirements.
J Technician:
Offices Serving the Western United States
Lynnwood (425) 485-5519 - Poulsbo (360) 598-2126 - Tacoma (253) 939-2500
The information provided on this report is prepared for the exclusive use of the client. This report may not be reproduced in any format without the written permission of the client and Krazan & Associates. This report
indicates our inspectors observation and testing results based on site conditions and contractor activities. This information is subject to review prior to final submittal. By signing this report, our inspector does not accept
responsibility for validity of results. The same information has been provided by others on site.
Page 1 of 1
ICruzan & A s s o c i a t e s, I n c.
Geotechnical Engineering . Environmental Engineering
Construction Testing and Inspection
DATE: 11/6/2018
Field
Report NO.: 09618279DFR1162018DB
Set Count: CONTRACTOR: Wilcox
PROJECT #: 09618279 PERMIT #: BLD2017-1119
PROJECT: Do 's LLynnwood Mazda INSPECTOR: Dave Bale
LOCATION: 22214 Hwy 99 JURISDICTION: Edmonds
KA P.M.: JSM WEATHER: partly cloudy TEMP: 50
On site for reinforcing steel inspection
Inspected placement of embeds and trim reinforcing steel for main floor steel frame and hand rails at exterior walls
between grids A / F.3 — 1 / 5.5 and at interior shear wall on grid E — 3 to 4.
Reinforcing steel placement and embeds as per details A/S4.1 & B/S4.1.
Reviewed By:
ASTM Test #:
Asset Number(s):
To the best of my kri edge, the above WAS performed in accordance with the approved plans, specifications and
regulatory requirements.
Superintendent/Representative:
Technician:
Offices Serving the Western United States
Lynnwood (425) 485-5519 • Poulsbo (360) 598-2126 • Tacoma (253) 939-2500
The information provided on this report is prepared for the exclusive use of the client. This report may not be reproduced in any format without the written permission of the client and Krazan & Associates. This report
indicates our inspectors observation and testing results based on site conditions and contractor activities. This information is subject to review prior to final submittal. By signing this report, our inspector does not accept
responsbility for validity of results. The same information bas been provided by others on site.
'-?= =� Rf�all- & ASSOCIATES, INC.
GEOTECHNICAL ENGINEERING . ENVIRONMENTAL ENGINEERING
CONSTRUCTION TESTING & INSPECTION
November 16, 2018
Accounts Payable
ADZAM INC. DBA DOUG'S MAZDA
22130 Hwy 99
Edmonds, WA 98026
RE: CONSTRUCTION TESTING AND INSPECTION
Doug's Lynnwood Mazda
22130 Hwy 99
Edmonds, Washington
KA No. 096-18279
Permit: BLD2017-1119
In accordance with your request and authorization, our firm performed construction testing and inspection
for the above -referenced project. The sampling and testing was performed by our inspectors and reports
are included.
If you have any questions, or if we can be of further assistance, please do not hesitate to contact our
office.
Respectfully submitted,
KRAZAN & ASSOCIATES, INC.
qijj�� C,
Corbett W. Mercer
Project Manager/Lab Manager
Pacific Northwest Division
C WNVlkj
CC: CITY OF EDMONDS (E-MAIL)
NED NELSON ARCHITECT (E-MAIL)
B&T ENGINEERING (E-MAIL)
WILCOX CONSTRUCTION (E-MAIL)
4303 198t1 Street SW, Lynnwood, Washington 98036 • (425) 485-5519 • FAX (425) 485-6837
With Offices Serving the Western United States
09618279 DFR.doc
Page 1 of 1
Arm. ihom
,=Kra an&Associates, Inc.
Geotechnical Engineering • Environmental Engineering
Construction Testing and Inspection
Field
Report NO.: 09618279DFRI 1142018DS
DATE: 11/14/2018 Set Count: CONTRACTOR: Wilcox
PROJECT #: 09618279 PERMIT #:
PROJECT: Dou s Lynnwood Mazda INSPECTOR: Daniel Sleeman
LOCATION: 22214 Hwy 99 JURISDICTION: Lynnwood
KA P.M.: Corbett Mercer WEATHER: Cloudy TEMP: 51 ° F
Krazan & Associates representative arrived on site as requested by contractor to inspect concrete pour for stormwater vault
lid. Contractor had previously placed concrete lid panels on vault. Reinforcing steel was previously inspected by another
Krazan & Associates representative. Contractor placed approximately 43 cyds of concrete to secure lid to vault walls. The
mix used was 025506C. Concrete was conveyed by pump truck and mechanically consolidated. Representative tested
temperature and slump of concrete. Representative prepared seven 4"X8" concrete cylinders for laboratory testing. See
concrete report# 09618279CRI 11418DS for test results.
Reviewed By: I I ASTM Test #: Asset Number(s):
To the best of my knowledge, the above WAS performed in accordance with the approved plans, specifications and
regulatory requirements.
Superintendent/Representative: Technician:
Offices Serving the Western United States
Lynnwood (425) 485-5519 • Poulsbo (360) 598-2126 • Tacoma (253) 939-2500
The information provided on this report is prepared for the exclusive use of the client. This report may not be reproduced in any format without the written permission of the client and Kmzan & Associates. This report
indicates our inspectors observation and testing results based on site conditions and contractor activities. This information is subject to review prior to final submittal. By signing this report, our inspector does not accept
responsibility for validity of results. The same information has been provided by others on site.
�K�aZan_ & ASSOCIATES, INC.
GEOTECHNICAL ENGINEERING . ENVIRONMENTAL ENGINEERING
CONSTRUCTION TESTING & INSPECTION
November 20, 2018
Accounts Payable
ADZAM INC. DBA DOUG'S MAZDA
22130 Hwy 99
Edmonds, WA 98026
RE: CONSTRUCTION TESTING AND INSPECTION
Doug's Lynnwood Mazda
22130 Hwy 99
Edmonds, Washington
KA No. 096-18279
Permit: BLD2017-1119
In accordance with your request and authorization, our firm performed construction testing and inspection
for the above -referenced project. The sampling and testing was performed by our inspectors and reports
are included.
If you have any questions, or if we can be of further assistance, please do not hesitate to contact our
office.
Respectfully submitted,
KRAZAN & ASSOCIATES, INC.
Corbett W. Mercer
Project Manager/Lab Manager
Pacific Northwest Division
CWM/lkj
CC: CITY OF EDMONDS (E-MAIL)
NED NELSON ARCHITECT (E-MAIL)
B&T ENGINEERING (E-MAIL)
WILCOX CONSTRUCTION (E-MAIL)
4303 19811 Street SW, Lynnwood, Washington 98036 • (425) 485-5519 • FAX (425) 485-6837
With Offices Serving the Western United States
09618279 DFR.doc
Page 1 of 2
-2w-mj<jWajj &Associates,Inc.
Geotechnical Engineering . Environmental Engineering
Construction Testing and Inspection
Field
Report NO.: 09618279DFRI 1142018EL
DATE: 11/14/2018 Set Count: CONTRACTOR: Wilcox
PROJECT #: 09618279 PERMIT #:
PROJECT: Dou 's Lynnwood Mazda INSPECTOR: Edan Lewis
LOCATION: 22214 Rwy 99 JURISDICTION: Edmonds'
KA P.M.: Corbett WEATHER: Cloudv TEMP: 45' F
Krazan Representative arrived on site as requested for reinforcing steel inspection. Upon arrival, it was found that the
contractor completed the reinforcing steel placement for the new storm vault top slab. Reinforcing steel placed today
covered the entire storm vault top slab. Reinforcing inspected today appeared to conform to plans on structural pages: S6.1,
S6.2, S6.3 and all details on S6.4 for the storm vault.
�v y
r
- r
}
St
Offices Serving the Western United States
Lynnwood (425) 485-5519 • Poulsbo (360) 598-2126 • Tacoma (253) 939-2500
The information provided on this report is prepared for the exclusive use of the client. This report may not be reproduced in any format without the written permission of the client and Ytr & Associates. This report
indicates our inspectors observation and testing results based on site conditions and contractor activities. This information is subject to review prior to final submittal By signing this report, our inspector does not accept
responsibility for validity of results. The same information has been provided by others on site.
Page 2 of 2
&Associates,lnc.
Geotechnical Engineering • Environmental Engineering
Construction Testing and Inspection
ASTM Test M
Field
Report NO.: 09618279DFR11142018EL
Asset
To the best of my knowledge, the above WAS performed in accordance with the approved plans, specifications and
regulatory requirements.
Technician:
Offices Serving the Western United States
Lynnwood (425) 485-5519 • Poulsbo (360) 598-2126 • Tacoma (253) 939-2500
The information provided on this report is prepared for the exclusive use of the client This report may not be reproduced in any format without the written permission of the client and ]Crown & Associates. This report
indicates ow inspectors observation and testing results based on site conditions and contractor activities. This information is subject to review prior to final submittal. By signing this report, our inspector dos not accept
responsibility for validity of results. The same information has been provided by others on site.
�... a.,�AM
J_ & ASSOCIATES
INC.
GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING
CONSTRUCTION TESTING & INSPECTION
November 27, 2018
Accounts Payable
ADZAM INC. DBA DOUG'S MAZDA
22130 Hwy 99
Edmonds, WA 98026
RE: CONSTRUCTION TESTING AND INSPECTION
Doug's Lynnwood Mazda
22130 Hwy 99
Edmonds, Washington
KA No. 096-18279
Permit: BLD2017-1119
In accordance with your request and authorization, our firm performed construction testing and inspection
for the above -referenced project. The sampling and testing was performed by our inspectors and reports
are included.
If you have any questions, or if we can be of further assistance, please do not hesitate to contact our
office.
Respectfully submitted,
ZAN & ASSOCIATES, INC.
ett . Mercer
Project Manager/Lab Manager
Pacific Northwest Division
CWM/lkj
CC: CITY OF EDMONDS (E-MAIL)
NED NELSON ARCHITECT (E-MAIL)
B&T ENGINEERING (E-MAIL)
WILCOX CONSTRUCTION (E-MAIL)
4303 198'h Street SW, Lynnwood, Washington 98036 • (425) 485-5519 • FAX (425) 485-6837
With Offices Serving the Western United States
09618279 DFR.doc
■<Xazan&Ass ociate s, Inc.
Geotechnical Engineering • Environmental Engineering
Construction Testing and Inspection
DATE: 11 /21 /2018
PROJECT #: 09618279
PROJECT: Dou 's Lynnwood Mazda
LOCATION:
KA P.M.: Corbett Mercer
STRUCTURAL STEEL
WELDING INSPECTION
REPORT NO.: 09618279SSR112118-IV
CONTRACTOR: Blue Star Welding
PERMIT #: BLD2017-1119
INSPECTOR: Itia' Vahora
JURISDICTION: Edmonds
WEATHER: Lt Rain TEMP: 44 °
❑ FIELD M SHOP WELDING r7i VISUAL ❑MATERIAL ID
Items Inspected:
Beams-1330, B10, B63, B74, B82, B43, B5, B12, B37, B15, B44, B31, B84, B42, B52, B65, B23, B26, B28; Columns-Cl, C2(2),
C3, C4, C5, C6, C7, C8(2), C9, C10, C11, C13(2), C15(2), C16; Canopy frame-FR1; Ladder- MLD1
Location:
6059 Guide Meridian, Bellingham WA
Welder qualification / certification verified for:
on file
Position:
❑
FLAT
❑
VERTICAL
❑
OVERHEAD
❑✓
HORIZONTAL
❑
Filler Metal:
Process:
❑
SMAW
❑✓
FCAW
❑
SAW
❑
GMAW
❑
Other:
Weld Type:
❑✓
FILLET
❑
C.P.
❑
PLUG
❑
P.P.
❑
Other:
Weld Size:
❑✓
3/16"
❑✓
1/4"
❑
3/8"
❑
15/16"
❑
Other:
Codes:
❑✓
AWS
❑
AISC
❑
ASME
❑
IBC
❑
Other:
NOTES
❑
DISCREPANCIES
100 % COMPLETE
site per request for post weld visual inspection of bear
contractor drawings details and AWS D1.1, section 6.
quantity inspected- beam (19), Column (18), Ladder (1), Canopy Frame (1)
size and location
To the best of my knowledge, the abov WA) performed in accordance with the approved plans, specifications and regulatory requirements.
Superintendent/Representative: Technician:
Offices Serving the Western United States
Lynnwood (425) 485-5519 - Poulsbo (360) 598-2126 - Tacoma (253) 939-2500
Structural Steel Report Effective 10/3/2017
Theinfammti®providedon this report is prepsred f the emiusiveuse ofthedient. Thisreport may not be reproduced in my,brmatwithout the written ye<nissiw of the clieotand Krssn&Assorates. Thisrm"tt indiratesminspemtobsavation and testing malts basedw site=ditioosand
contmdm activities. This infmnstion is subject to review prim to final submittal. By signing Us repot, mn inspedor does not accept responsibility for vslidity ofmults. The same information has be® provided by others on site.
LT & ASSOCIATES, INC.
GEOTECHNICAL ENGINEERING . ENVIRONMENTAL ENGINEERING
CONSTRUCTION TESTING & INSPECTION
November 21, 2019
Accounts Payable
ADZAM INC. DBA DOUG'S MAZDA
22130 Hwy 99
Edmonds, WA 98026
RE: CONSTRUCTION TESTING AND INSPECTION
Doug's Lynnwood Mazda
22130 Hwy 99
Edmonds, Washington
KA No. 096-18279
Permit: BLD2017-1119
In accordance with your request and authorization, our firm performed construction testing and inspection
for the above -referenced project. The sampling and testing was performed by our inspectors and reports
are included.
If you have any questions, or if we can be of further assistance, please do not hesitate to contact our
office.
Respectfully
a"
Corbett Wla
Project Manager
Pacific oDivision
CWNUIkj
CC: CITY OF EDMONDS (E-MAIL)
NED NELSON ARCHITECT (E-MAIL)
B&T ENGINEERING (E-MAIL)
WILCOX CONSTRUCTION (E-MAIL)
4303 198" Street SW, Lynnwood, Washington 98036 • (425) 485-5519 • FAX (425) 485-6837
With Offices Serving the Western United States
09618279 DFR.doc
Associates, Inc.
Geotechnical Engineering . Environmental Engineering
Construction Testing and Inspection
DATE: 11 /20/2019
PROJECT #: 09618279
PROJECT: Dougs Mazda
LOCATION: 22214 Hwy 99
KA P.M.: JSM
STRUCTURAL STEEL
WELDING INSPECTION
REPORT NO.: 18279SSR112019-DB
CONTRACTOR: Wilcox
PERMIT #: BLD2017-1119
INSPECTOR: Dave Bale
JURISDICTION: Edmonds
WEATHER: sunny TEMP: 45 °
MFIELD ❑ SHOP WELDING M VISUAL ❑ MATERIALID
Item(s) Inspected:
1/4" fillet welds for connecting three new 12 x 14 beams to existing main level frame at car lift as per SK14
Location:
Welder qualification / certification verified for:
Position:
❑
FLAT
❑'�
VERTICAL
❑
OVERHEAD
❑
HORIZONTAL
Process:
❑
SMAW
❑
FCAW
❑
SAW
❑
GMAW
Weld Type:
❑`�
FILLET
❑
C.P.
❑
PLUG
❑
P.P.
Weld Size:
❑
3/16"
❑`�
1/4"
❑
3/8"
❑
5/16"
Codes:
❑`�
AWS
❑
AISC
❑
ASME
❑
IBC
NOTES ❑ DISCREPANCIES
Is visually acceptable per AWS D1.
❑ Filler Metal:
❑ Other:
❑ Other:
❑ Other:
❑ Other:
100 % COMPLETE
all plies infirm contact.
To the best of my knowledge, the above WAS performed in accordance with the approved plans, specifications and regulatory
Superintendent/Representative:
Technician:
Offices Serving the Western United States
Lynnwood (425) 485-5519 • Poulsbo (360) 598-2126 as Puyallup (253) 939-2500
Sumaral Steel Report
The information provided on ft report is prepared for the m1asive°seofthe6w. This report may M be reproduced in my foametwkhew the wrdoeup—isaim oftheclimtaudKamn&Associatea. 7Li4rep. mdicatw ourmapatorsob--tioo mdtestibg asultabasedon site=dmona andconeodor
activities. This mformetim is mbj Tto review priorto finel mbovtW. By aignmgthis ropml,om mapatm doesnote¢ept teapwslbility for validity ofremlls. The a9meiMormefion has bamprovided by othasm see.
�- =
�.�.�.�
& ASSOCIATES
INC.
GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING
CONSTRUCTION TESTING & INSPECTION
December 4, 2018
Accounts Payable
ADZAM INC. DBA DOUG'S MAZDA
22130 Hwy 99
Edmonds, WA 98026
RE: CONSTRUCTION TESTING AND INSPECTION
Doug's Lynnwood Mazda
22130 Hwy 99
Edmonds, Washington
KA No. 096-18279
Permit: BLD2017-1119
In accordance with your request and authorization, our firm performed construction testing and inspection
for the above -referenced project. The sampling and testing was performed by our inspectors and reports
are included.
If you have any questions, or if we can be of further assistance, please do not hesitate to contact our
office.
Respectfully submitted,
ZAN & ASSOCIATES, INC.
ett W Mercer
Project Manager/Lab Manager
Pacific Northwest Division
CWM/Ikj
CC: CITY OF EDMONDS (E-MAIL)
NED NELSON ARCHITECT (E-MAIL)
B&T ENGINEERING (E-MAIL)
WILCOX CONSTRUCTION (E-MAIL)
4303 19811 Street SW, Lynnwood, Washington 98036 • (425) 485-5519 a FAX (425) 485-6837
With Offices Serving the Western United States
09618279 DFR.doc
Page 1 of 1
&Associates,Inc.
Geotechnical Engineering . Environmental Engineering
Construction Testing and Inspection
Field
Report NO.: 09618279DFRI 1302018EL
DATE: 11/30/2018 Set Count: CONTRACTOR: Wilcox
PROJECT #: 09618279 PERMIT #: Za
PROJECT: Dous;'s L nnwood Mazda INSPECTOR: Edan Lewis
LOCATION: 22214 Hwy 99 JURISDICTION: Edmonds'
KA P.M.: Corbett WEATHER: Cloudy TEMP: 41' F
Krazan Representative arrived on site as requested for reinforcing steel inspection. Upon arrival, it was found that the
contractor completed the reinforcing steel placement for the entire new slab on grade spanning on gridlines 1 to 5/A to F3
and footings on gridlines: 51C to D, 5/F2 to F3 and 1 to 2/E to F. Reinforcing inspected today appeared to conform to plans
on structural pages: S 1.1 for slab and details J to L/S3.1 for the footings.
Reviewed
To the best of my Mow]
regulatory requirements.
t ; i
ASTM Test #:
Asset
�7/ j2g�.7
the above WAS performed in accordance with the approved plans, specifications and
Technician:
Offices Serving the Western United States
Lynnwood (425) 485-5519 • Poulsbo (360) 598-2126 • Tacoma (253) 939-2500
The information provided on this report is prepared for the exclusive use of the client. This report may not be reproduced in any format without the written permission of the client and Krann & Associates. This report
indicates our inspectors observation and testing results based on site conditions and contractor activities. This information is subject to review prim to final submittal. By signing this report, our inspector does not accept
responsibility for validity of results. The same information has been provided by other, on site.
K OF
r-a a_ & ASSOCIATES, INC.
GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING
CONSTRUCTION TESTING & INSPECTION
December 5, 2018
Accounts Payable
ADZAM INC. DBA DOUG'S MAZDA
22130 Hwy 99
Edmonds, WA 98026
RE: CONSTRUCTION TESTING AND INSPECTION
Doug's Lynnwood Mazda
22130 Hwy 99
Edmonds, Washington
KA No. 096-18279
Permit: BLD2017-1119
In accordance with your request and authorization, our firm performed construction testing and inspection
for the above -referenced project. The sampling and testing was performed by our inspectors and reports
are included.
If you have any questions, or if we can be of further assistance, please do not hesitate to contact our
office.
Respectfully submitted,
KI AN & ASSOCIATES, INC.
ett .Mercer
Project Manager/Lab Manager
Pacific Northwest Division
CWM/lkj
CC: CITY OF EDMONDS (E-MAIL)
NED NELSON ARCHITECT (E-MAIL)
B&T ENGINEERING (E-MAIL)
WILCOX CONSTRUCTION (E-MAIL)
4303 198" Street SW, Lynnwood, Washington 98036 • (425) 485-5519 • FAX (425) 485-6837
With Offices Serving the Western United States
09618279 DFR.doc
Page 1 of 1
—=I aLan&Associates, Inc.
Geotechnical Engineering - Environmental Engineering
Construction Testing and Inspection
Field
Report NO.: 09618279DFR1242018JD-0
DATE: 12/4/2018 Set Count: 0 CONTRACTOR: Wilcox / Concrete Structures
PROJECT #: 09618279 PERMIT #:
PROJECT: Lynnwood Mazda INSPECTOR: Jeff Dewey
LOCATION: 22214 Hwy. 99, Edmonds JURISDICTION: City of Edmonds
KA P.M.: Jeff Mercer WEATHER: Clear and Sunny TEMP: 42
A representative of Krazan and Associates arrived on -site as scheduled to perform construction observation. While
on -site, we observed the placement of reinforcing steel by Concrete Structures for the wall along gridline 5.0 from
gridline C.0-D.O. The reinforcing placement was observed for size, grade, ties, splices, spacing, concrete coverage,
cleanliness, and general overall placement. The reinforcing steel was not placed in general compliance with the
project plans, specifications, and governing documents. Below are the listed discrepancy items.
Detail K/53.01 specifies that the vertical reinforcing extending from the footing be spaced at 8" on center. The in -
place reinforcing steel is currently extending from the footing at 12" on center. Krazan suggested that the contractor
contact the project structural engineer for an approved fix.
Additionally, Concrete Structures was scheduled to drill and epoxy the horizontal reinforcing from the previously
constructed wall section to lap the horizontals for the wall section stated above. It was observed by the Krazan
representative that the epoxy Concrete Structures intended to use was expired. Concrete Structures said that they
needed to get more epoxy and that they would re -schedule accordingly.
Scott, foreman with Wilcox, was notified of all observations prior to Krazan leaving the project site.
Gridline 5.0 from C.0-13.0
Reviewed By:
ASTM Test #:
Asset Number(s):
To the best of my knowledge, the above WAS performed for information purposes only.
Superintendent/Representative:
Technician:
Offices Serving the Western United States
Lynnwood (425) 485-5519 - Poulsbo (360) 598-2126 - Tacoma (253) 939-2500
The information provided on this report is prepared for the exclusive use of the client This report may not be reproduced in any format without the written permission of the client and Krazan & Associates. This report
indicates our inspectors observation and testing results based on site conditions and contractor activities. This information is subject to review prior to final submittal. By signing this report, our inspector does not accept
responsibility for validity of results. The same information has been provided by others on site.
Page 1 of 1
�K� &Associates,Inc.
Geotechnical Engineering . Environmental Engineering
Construction Testing and Inspection
Field
Report NO.: 09618279DFR1232018SS-1
DATE: 12/3/2018 Set Count: 1 CONTRACTOR: Wilcox Construction
PROJECT #: 09618279 PERMIT #: BLD20171119
PROJECT: Do 's Lynnwood Mazda INSPECTOR: Susheel Sharma
LOCATION: 22214 Hwy 99 JURISDICTION: Citv of Edmonds
KA P.M.: Jeff Mercer WEATHER: Partly Cloudy TEMP: 35
Krazan & Associates arrived on site per request for concrete inspection on time. Monitored load tickets, batch weights and
water allowances. Concrete started poured by 6:20 am and completed by 12:30 pm. Contactor placed 170 yd3 of concrete
from plant of MILES Sand & Gravel. Contractor poured concrete from pump at the foundation slab of the building at
Grid 1 to 5 through Grid A to F.3
Set 1: Mix Code : 18400F6 ; Permit No : BLD20171119: Diso Ticket No:215864 (u� Foundation Slab on the building
One set of five cylinders (4X8) were made for compressive strength testing. Break scheduled for one in 12-10, three in 12-31
and one is kept for hold. Contractor used pump truck to transport the concrete and was mechanically consolidated. Designed
strength of this concrete is 3000 psi. See Cylinder report 09618279CR120318-SS-1 for break results.
Set 2: Mix Code: 18400F6 : Permit No: BLD20171119• Din) Ticket No:215889 a Foundation Slab on the building
One set of five cylinders (4X8) were made for compressive strength testing. Break scheduled for one in 12-10, three in 12-31
and one is kept for hold. Contractor used pump truck to transport the concrete and was mechanically consolidated. Designed
strength of this concrete is 3000 psi. See Cylinder report 09618279CR120318-SS-2 for break results.
Site Photo 1: Concreting on foundation Slab of the building
Reviewed Bv: ASTM Test #: Asset Number(s):
To the best of my owledge, the above WAS performed in accordance with the approved plans, specifications and
regulatory requirements.
Technician:
Offices Serving the Western United States
Lynnwood (425) 485-5519 • Poulsbo (360) 598-2126 • Tacoma (253) 939-2500
The information provided on this report is prepared for the exclusive use of the client. This report may not be reproduced in my format without the written permission of the client and Kra= & Associates. This report
indicates our inspectors observation and testing results based on site conditions and contractor activities. This information is subject to review prior to final submittal. By signing this report, our inspector does not accept
responsibility for validity of results. The same information has been provided by others on site
7� & ASSOCIATES, INC.
GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING
CONSTRUCTION TESTING & INSPECTION
December 10, 2018
Accounts Payable
ADZAM INC. DBA DOUG'S MAZDA
22130 Hwy 99
Edmonds, WA 98026
RE: CONSTRUCTION TESTING AND INSPECTION
Doug's Lynnwood Mazda
22130 Hwy 99
Edmonds, Washington
KA No. 096-18279
Permit: BLD2017-1119
In accordance with your request and authorization, our firm performed construction testing and inspection
for the above -referenced project. The sampling and testing was performed by our inspectors and reports
are included.
If you have any questions, or if we can be of further assistance, please do not hesitate to contact our
office.
Respectfully submitted,
7ZAN & ASSOCIATES, INC.
orbett .Mercer
Project Manager/Lab Manager
Pacific Northwest Division
CWNV]kj
CC: CITY OF EDMONDS (E-MAIL)
NED NELSON ARCHITECT (E-MAIL)
B&T ENGINEERING (E-MAIL)
WILCOX CONSTRUCTION (E-MAIL)
4303 198" Street SW, Lynnwood, Washington 98036 • (425) 485-5519 • FAX (425) 485-6837
With Offices Serving the Western United States
09618279 DFR.doc
Page 1 of 1
�'az1&Associates,Inc.
Geotechnical Engineering • Environmental Engineering
Construction Testing and Inspection
Field
Report NO.: 09618279DFR1262018YA
DATE: 12/6/2018 Set Count: CONTRACTOR: Wilcox
PROJECT #: 09618279 PERMIT #: BLD2017 1119
PROJECT: Dou 's Lynnwood Mazda INSPECTOR: Yosief Abraha
LOCATION: 22214 Hwy 99, Edmonds JURISDICTION: city of Edmonds
KA P.M.: Corbett Mercer WEATHER: cloudy TEMP: 38
Krazan representatives arrived at the site to conduct concrete inspection and testing.
Wall [main level (& grid 5/C-D) and Footing [main level at grid D/5.5-6]
Observed the contractor placing concrete approximately 10 cubic yards with mix No.18400176 from MILES. The contractor
placed the concrete using a pump truck and mechanical vibrator was used for consolidation. Also checked batch tickets,
water added and performed slump and temperature tests. One set of (5: 1-7days 3-28days, 1-Hold) 4X8 cylinders were
made. Please refer to concrete report No. 9618279CR1262018YA-1 for detailed mix -design, location of placement and
compressive strength results.
i
Reviewed By: ASTM Test #: L I Asset Number(s):
To the best of my knowledge, the above WAS performed in accordance with the approved plans, specifications and
regulatory reouirements_
Technician:
Offices Serving the Western United States
Lynnwood (425) 485-5519 • Poulsbo (360) 598-2126 • Tacoma (253) 939-2500
The information provided on this report is prepared for the exclusive use of the client. This report may not be reproduced in any fmmat without the written permission of the client and Kraran & Associates. This report
indicates ouri�pedors observation and testing results based on site conditions and contractor activities. This information is subject to review prim to final submittal. By signing this report, our inspector does not accept
responsibility for validity of results. The same information bas been provided by others on site.
Page 1 of 1
MEFEL Aim
=== '6�an&Ass ociate s, Inc.
Geotechnical Engineering - Environmental Engineering
Construction Testing and Inspection
Field
Report NO.: 09618279DFR1252018ZZ
DATE: 12/5/2018 Set Count: CONTRACTOR: WILCOX
PROJECT #: 09618279 PERMIT #: BLD2017-1119
PROJECT: Doug's Lynnwood Mazda INSPECTOR: Zelalem Zerihun _
LOCATION: 22214 HWY 99, Edmonds, WA JURISDICTION: City of Edmonds
KA P.M.: Corbett Mercer WEATHER: P. Sunny TEMP: 36' F
Krazan & Associates, Inc. (KAI) representative visited the above -named project as
per contractor's request and performed reinforcing steel and adhesive inspections.
Reinforcin Steel:
+ Typical continuous footing @ D/5 — 6 as per S 1.2 plan view was reinforced and
acceptable as per G/S3.1.
• Basement wall located south side of the electrical room @ 5/C — D was
reinforced as per plan. For #5@12"OC spacing discrepancy, contractor has
provided a preliminary EOR's approval (an email correspondence print out) in
regarding the spacing. Contractor will need to prepare RFI based on the email and
get EOR's approval for the record.
Adhesive anchors:
• Horizontal dowels #5 installed into existing basement wall @ 5/C & 5/D as per
S 1.1 plan view. Also, continuous footing bars at D/5 & D/6 were tied to existing
footing including dowels for the wall using epoxy.
• Dowels #5@12"OC, Drill bit size — 3/4", embedment — 5"
• Adhesive type used — SET-XP.
• Product expiration date — 8/4/2020.
• Adhesive was applied as per manufacturer's installation instructions.
W
Reviewed By:
ASTM Test #:
Asset Number(s):
To the best of my knowledge, the above WAS performed in accordance with the approved plans, specifications and
regulatory requirements.
Superintendent/Representative:
Technician:
Offices Serving the Western United States
Lynnwood (425) 485-5519 - Poulsbo (360) 598-2126 - Tacoma (253) 939-2500
The information provided on this report is prepared for the exclusive use ofthe client. This report may not be reproduced in any format without the written permission of the client and Krnzaa & Associates. This report
indicates our inspectors observation and testing results based on site conditions and contractor activities. This information is subject to review prior to final submittal. By signing this report, our inspector does not accept
responsibility for validity of results. The same information has been provided by others on site.
& ASSOCIATES
INC.
GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING
CONSTRUCTION TESTING & INSPECTION
December 11, 2018
Accounts Payable
ADZAM INC. DBA DOUG'S MAZDA
22130 Hwy 99
Edmonds, WA 98026
RE: CONSTRUCTION TESTING AND INSPECTION
Doug's Lynnwood Mazda
22130 Hwy 99
Edmonds, Washington
KA No. 096-18279
Permit: BLD2017-1119
In accordance with your request and authorization, our firm performed construction testing and inspection
for the above -referenced project. The sampling and testing was performed by our inspectors and reports
are included.
If you have any questions, or if we can be of further assistance, please do not hesitate to contact our
office.
Respectfully submitted,
7KAN. & ASSOCIATES, INC.
Wercer
Project Manager/Lab Manager
Pacific Northwest Division
C WM/lkj
CC: CITY OF EDMONDS (E-MAIL)
NED NELSON ARCHITECT (E-MAIL)
B&T ENGINEERING (E-MAIL)
WILCOX CONSTRUCTION (E-MAIL)
4303 198'h Street SW, Lynnwood, Washington 98036 • (425) 485-5519 • FAX (425) 485-6837
With Offices Serving the Western United States
09618279 DFR.doc
Page 1 of 1
&Associates,Inc.
Geotechnical Engineering • Environmental Engineering
Field
Report NO.: 09618279DFRI272018DB
Construction Testing and Inspection
DATE: 12/7/2018 Set Count: CONTRACTOR: Wilcox
PROJECT #: 09618279
PERMIT #:
PROJECT: Doug's Lynnwood Mazda INSPECTOR: Dave Bale
LOCATION: 22130 Hw 99 JURISDICTION: Edmonds
KA P.M.: JSM WEATHER: sunny TEMP: 40
On site for adhesive dowel inspection.
Observed installation of #5 dowels into wall and slab on grade for 8" CMU walls at
elevator as per detail K/S5.1.
Verified 5" embedment into holes that were drilled and brushed clean. Used Simpson
Set XP22 N, # 100017393, expires 08/4/20.
Reviewed By: ASTM Test #: Asset Number(s):
To the best of my knowledge, the above WAS performed in accordance with the approved plans, specifications and
regulatory requirements.
Sui ) erintendent/Representative :
Technician:
Offices Serving the Western United States
Lynnwood (425) 485-5519 • Poulsbo (360) 598-2126 • Tacoma (253) 939-2500
The information provided on this report is prepared for the exclusive use of the client. This report may not be reproduced in any format without the written permission of the client and Ktaran & Associates. This report
indicates our inspectors observation and testing results based on site conditions and contractor activities. This information is subject to review prior to final submittal. By signing this report, our inspector does not accept
responsibility for validity of results. The same information has been provided by others on site.
KXaZan &ASSOCIATES, INC.
GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING
CONSTRUCTION TESTING & INSPECTION
December 12, 2018
Accounts Payable
ADZAM INC. DBA DOUG'S MAZDA
22130 Hwy 99
Edmonds, WA 98026
RE: CONSTRUCTION TESTING AND INSPECTION
Doug's Lynnwood Mazda
22130 Hwy 99
Edmonds, Washington
KA No. 096-18279
Permit: BLD2017-1119
In accordance with your request and authorization, our firm performed construction testing and inspection
for the above -referenced project. The sampling and testing was performed by our inspectors and reports
are included.
If you have any questions, or if we can be of further assistance, please do not hesitate to contact our
office.
Respectfully submitted,
ZAN & ASSOCIATES, INC.
ett W. Mercer
Project Manager/Lab Manager
Pacific Northwest Division
CWM/lkj
CC: CITY OF EDMONDS (E-MAIL)
NED NELSON ARCHITECT (E-MAIL)
B&T ENGINEERING (E-MAIL)
WILCOX CONSTRUCTION (E-MAIL)
4303 1981h Street SW, Lynnwood, Washington 98036 • (425) 485-5519 • FAX (425) 485-6837
With Offices Serving the Western United States
09618279 DFR.doc
-Eqe!�
= aZan_ &ASSOCIATES
GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING
CONSTRUCTION TESTING & INSPECTION
FORENSIC INVESTIGATION
Date:
Project No.:
Project:
Project Location:
Krazan PM:
December 10, 2018
096-18279
Doug's Lynnwood Mazda
22130 Hwy 99
JM
FIELD REPORT
Report No.:
09618279DFR121018-NG
Contractor:
Wilcox
Permit No.:
BLD20171119
Inspector:
Niccolo Guiao
Jurisdiction:
City of Edmonds
Weather:
Cloudy Temp: 40's F
A Krazan representative visited the project site today for a reinforcing steel placement inspection.
Upon our arrival today, the concrete subcontractor was still working on the planned continuous
footings for the 8-in CMU wall at grids `B-A/5-6. During our visit, we verified size, grade, count,
spacing, lap splice, corner bars and clearances of the footing reinforcements. The footing
reinforcements were adequately secured and supported to prevent significant movement during
concrete placement.
In our opinion, the footing reinforcements conform to the approved structural plans by B&T
Design&Engineering, Inc. titled, "Dougs Lynnwood Mazda" dated 5/31/18 per details F/S2.3 and
G/S3.1.
Site Pictures
It should be noted that another Krazan representative, Mr. Susheel Sharma was at the site to perform
concrete placement inspection.
To the best of my knowledge, the above WAS performed in general accordance to the approved plans and project specifications.
Superintend en presentative: Technician: Niccolo Guiao
4303 —198t1 Street SW • Lynnwood, Washington 98036 • (425) 485-5519 • FAX (425) 485-6837
With Offices Serving the Western United States
Page 1 of 1
-w=='aza1&Ass ociate s, Inc.
Geotechnical Engineering e Environmental Engineering
Construction Testing and Inspection
Field
Report NO.: 09618279DFRI2102018SS-1
DATE: 12/10/2018 Set Count: 1 CONTRACTOR: Wilcox Construction
PROJECT #: 09618279 PERMIT #: BLD20171119
PROJECT: Dou 's Lynnwood Mazda INSPECTOR: Susheel Sharma
LOCATION: 22214 Hwy 99 JURISDICTION: City of Edmonds
KA P.M.: Jeff Mercer WEATHER: Partly Cloudy TEMP: 35
Krazan & Associates arrived on site per request for concrete inspection on time. Monitored load tickets, batch weights and
water allowances. Concrete started poured by 8:30 am and completed by 9:30 pm. Contactor placed 8 yd3 of concrete from
plant of MILES Sand & Gravel. Contractor poured concrete from pump at the foundation slab of the building at Grid 5 to
G through'B to A.
Set 1: Mix Code : 0255AC . Permit No : BLD20171119, Disp Ticket No-216179 (a? Footing on the building
One set of five cylinders (4X8) were made for compressive strength testing. Break scheduled for one in 12-17-18, three in
1-7-19 and one is kept for hold. Contractor used pump truck to transport the concrete and was mechanically consolidated.
Designed strength of this concrete is 3000 psi. See Cylinder report 09618279CRI21018-SS-1 for break results.
/-I Site Photo 1: Concreting on footing of the building
Reviewed By:
ASTM Test #:
Asset Number(s):
To the best of my knowledge, the above WAS performed in accordance with the approved plans, specifications and
regulatory requirements.
Superintendent/Representative:
Technician:
Offices Serving the Western United States
Lynnwood (425) 485-5519 • Poulsbo (360) 598-2126 • Tacoma (253) 939-2500
The information provided on this report is prepared for the exclusive use of the client. This report may not be reproduced in any format without the written permission of the client and Krazan & Associates. This report
indicates our inspectors observation and testing results based on site conditions and contractor activities. This information is subject to review prior to final submittal. By signing this report, our inspector does not accept
responsibility for validity of results. The same information has been provided by others on site.
-�-"-8 a & ASSOCIATES, INC.
o
GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING
CONSTRUCTION TESTING & INSPECTION
December 14, 2018
Accounts Payable
ADZAM INC. DBA DOUG'S MAZDA
22130 Hwy 99
Edmonds, WA 98026
RE: CONSTRUCTION TESTING AND INSPECTION
Doug's Lynnwood Mazda
22130 Hwy 99
Edmonds, Washington
KA No. 096-18279
Permit: BLD2017-1119
In accordance with your request and authorization, our firm performed construction testing and inspection
for the above -referenced project. The sampling and testing was performed by our inspectors and reports
are included.
If you have any questions, or if we can be of further assistance, please do not hesitate to contact our
office.
Respectfully submitted,
ICRA N & ASSOCIATES, INC.
rb W. ercer
Project Manager/Lab Manager
Pacific Northwest Division
C WM/lkj
CC: CITY OF EDMONDS (E-MAIL)
NED NELSON ARCHITECT (E-MAIL)
B&T ENGINEERING (E-MAIL)
WILCOX CONSTRUCTION (E-MAIL)
4303 198" Street SW, Lynnwood, Washington 98036 • (425) 485-5519 • FAX (425) 485-6837
With Offices Serving the Western United States
09618279 DFR.doc
Page 1 of 1
—1<j:aZa1&Associates, Inc. Field
Geotechnical Engineering . Environmental Engineering Report NO.: 09618279DFR12122018DK
Construction Testing and Inspection
DATE: 12/12/2018 Set Count: CONTRACTOR: Wilcox
PROJECT #: 09618279 PERMIT #: BLD20171119
PROJECT: Do 's Lynnwood Mazda INSPECTOR: Don Keller
LOCATION: 22214 Hwy 99 JURISDICTION: Edmonds
KA P.M.: WEATHER: TEMP:
Inspected the placement of ASTM A615 GR60 reinforcing steel for stem walls @'A-`b&5-7 AND
@7& "A-C. G/S3.1,GSN, S1.2.
Reviewed
ASTM Test #:
Asset
To the best of m,�kacswledire, the above WAS performed in accordance with the approved plans, specifications and
regulatory requirements.
Superintendent/Rep resentative: Technician:
Offices Serving the Western United States
Lynnwood (425) 485-5519 • Poulsbo (360) 598-2126 • Tacoma (253) 939-2500
The information provided on this report is prepared for the exclusive use of the client. This report may not be reproduced in any format without the written percussion of the client and Kra can & Associates. This report
indicates our inspectors observation and testing results based on site conditions and contractor activities. This information is subject to review prior to final submittal. By signing this report, our inspector does not accept
rsponsbility for validity of results. The same information has been provided by others on site.
Page 1 of 1
-= &Associates,Inc.
Geotechnical Engineering* Environmental Engineering
Construction Testing and Inspection
Field
Report NO.: 09618279DFR12122018SS-1
DATE: 12/12/2018 Set Count: 1 CONTRACTOR: Wilcox Construction
PROJECT #: 09618279 PERMIT #: BLD20171119
PROJECT: Do 's Lynnwood Mazda INSPECTOR: Susheel Sharma
LOCATION: 22214 Hwy 99 JURISDICTION: City of Edmonds
KA P.M.: Jeff Mercer WEATHER: Cloudy TEMP: 46' F
Krazan & Associates arrived on site per request for concrete inspection on time. Monitored load tickets, batch weights and
water allowances. Concrete started poured by 1:30 pm and completed by 4:00 pm. Contactor placed 15 yd3 of concrete from
plant of MILES Sand & Gravel. Contractor poured concrete from pump at the wall of the building at
(1) Grid 5 to 7 through Grid `B
(2) Grid A to Grid C through Grid 7
(3) Grid 6 through Grid C to D
(4) Grid D through Grid 5 to Grid 6
Set 1: AM Code : 0255AC • Permit No : BLD20171119• DisR Ticket No:216286 & Foundation Slab on the building
One set of five cylinders (4X8) were made for compressive strength testing. Break scheduled for one in 12-19-18, three in
1-9-19 and one is kept for hold. Contractor used pump truck to transport the concrete and was mechanically consolidated.
Designed strength of this concrete is 3000 psi. See Cylinder report 09618279CR121218-SS-1 for break results.
tions and
Offices Serving the Western United States
Lynnwood (425) 485-5519 • Poulsbo (360) 598-2126 • Tacoma (253) 939-2500
The information provided on this report is prepared for the Mclusivc use of the client. This report may not be reproduced in any format without the written permission of the client and Kra & Associates. This report
indicates our inspectors observation and testing results based on site conditions and contractor activities. This information is subject to review prior to final submittal. By signing this report, our inspector does not accept
responsibility for validity of results. The same information bas been provided by others on site.
& ASSOCIATES, INC.
GEOTECHNICAL ENGINEERING . ENVIRONMENTAL ENGINEERING
CONSTRUCTION TESTING & INSPECTION
December 18, 2018
Accounts Payable
ADZAM INC. DBA DOUG'S MAZDA
22130 Hwy 99
Edmonds, WA 98026
RE: CONSTRUCTION TESTING AND INSPECTION
Doug's Lynnwood Mazda
22130 Hwy 99
Edmonds, Washington
KA No. 096-18279
Permit: BLD2017-1119
In accordance with your request and authorization, our firm performed construction testing and inspection
for the above -referenced project. The sampling and testing was performed by our inspectors and reports
are included.
If you have any questions, or if we can be of further assistance, please do not hesitate to contact our
office.
Respectfully submitted,
7AN
& ASSOCIATES, INC.
Jr
cer
Project Manager/Lab Manager
Pacific Northwest Division
CWNVlkj
CC: CITY OF EDMONDS (E-MAIL)
NED NELSON ARCHITECT (E-MAIL)
B&T ENGINEERING (E-MAIL)
WILCOX CONSTRUCTION (E-MAIL)
4303 198' Street SW, Lynnwood, Washington 98036 • (425) 485-5519 • FAX (425) 485-6837
With Offices Serving the Western United States
09618279 DFR.doc
Page 1 of 1
^aZ&Associates, Inc.
iaV*
Field
Geotechnical Engineering . Environmental Engineering
Construction Testing and Inspection
Report NO.: 09618279DFRI2142018JT-1
DATE: 12/14/2018 Set Count: 1 CONTRACTOR: Wilcox
PROJECT #: 09618279 PERMIT #: BLD 2017 1119
PROJECT: Dough's LL3tnnwood Mazda INSPECTOR: Joseph Taylor
LOCATION: 22214 Hwy 99 JURISDICTION: Lynnwood
KA P•M•: WEATHER: Cloudy TENT: 450 F
A Krazan & Associates, Inc. representative was onsite to inspect the placement of reinforcing steel for
the CMU walls at the elev. Mech. Room at 1-2/D-E (-9' 11") and the sprinkler room at F.3-F/4-5 (-9'
4"). At these locations, reinforcing steel appeared in general accordance with the project plans and
specifications. Plans used were those prepared by B&T design and engineering dated 8/16/2017.
The representative then observed and inspected the subsequent placing of grout at the locations
previously mentioned. Truck arrived and the pour began at 9:10. Mix used was 35MG708. One set of 4
grout prisms were cast from the pour for compressive strength testing; please see grout masonry report
for testing results. The pour concluded with a total of 8 cubic yards being placed.
Offices Serving the Western United States
Lynnwood (425) 485-5519 • Poulsbo (360) 598-2126 • Tacoma (253) 939-2500
The information provided on this report is prepared for the exclusive use of the client. This report may not be reproduced in any feamat without the written permission of the client and Kra & Associates. This report
indicates our inspectors observation and testing results based on site conditions and contractor activities. This information is subject to review prior to final submittal. By signing this report, our inspector does not accept
responsibility for validity of results. The same information has been provided by others on site
' bra &ASSOCIATES
, INC.
GEOTECHNICAL ENGINEERING . ENVIRONMENTAL ENGINEERING
CONSTRUCTION TESTING & INSPECTION
December 19, 2018
Accounts Payable
ADZAM INC. DBA DOUG'S MAZDA
22130 Hwy 99
Edmonds, WA 98026
RE: CONSTRUCTION TESTING AND INSPECTION
Doug's Lynnwood Mazda
22130 Hwy 99
Edmonds, Washington
KA No. 096-18279
Permit: BLD2017-1119
In accordance with your request and authorization, our firm performed construction testing and inspection
for the above -referenced project. The sampling and testing was performed by our inspectors and reports
are included.
If you have any questions, or if we can be of further assistance, please do not hesitate to contact our
office.
Respectfully submitted,
ZAN & ASSOCIATES, INC.
C',4ett %i Mercer
Project Manager/Lab Manager
Pacific Northwest Division
CWM/lkj
CC: CITY OF EDMONDS (E-MAIL)
NED NELSON ARCHITECT (E-MAIL)
B&T ENGINEERING (E-MAIL)
WILCOX CONSTRUCTION (E-MAIL)
4303 1981" Street SW, Lynnwood, Washington 98036 • (425) 485-5519 • FAX (425) 485-6837
With Offices Serving the Western United States
09618279 DFRdoc
Page 1 of 1
"= an&Associates,InC. Field
Geotechnical Engineering • Environmental Engineering Report NO.: 09618279DFRI2172018DS
Construction Testing and Inspection
DATE: 12/17/2018 Set Count: CONTRACTOR: Wilcox
PROJECT #: 09618279 PERMIT #: BLD20171119
PROJECT: Dougs Lynnwood Mazda INSPECTOR: Daniel Sleeman
LOCATION: 22214 Hwy 99� JURISDICTION: Lynnwood
KA P.M.: Corbett Mercer WEATHER: overcast TEMP: 50' F
Krazan & Associates representative arrived on site as requested by contractor for
proprietary anchor inspection. Contractor informed me that they were not installing the
anchors today. Will re -schedule.
Reviewed
To the best of my'hsr-wl
regulatory requirements.
ASTM Test #:
Asset N
the above WAS performed in accordance with the approved plans, specifications and
Technician:
Offices Serving the Western United States
Lynnwood (425) 485-5519 • Poulsbo (360) 598-2126 • Tacoma (253) 939-2500
The information provided on this report is prepared for the exclusive use of the client. This report may not be reproduced in anv format without the written permission of the client and Krazan & Associates. This report
indicates our inspectors observation and testing results based on site conditions and contractor activities. This information is subject to review prior to final submittal. By signing this report, our inspector does not accept
responsibility for validity of results. The same infomtation has been provided by others on site.
ram. —
��
I i MWIN
& ASSOCIATES, INC.
GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING
CONSTRUCTION TESTING & INSPECTION
December 26, 2018
Accounts Payable
ADZAM INC. DBA DOUG'S MAZDA
22130 Hwy 99
Edmonds, WA 98026
RE: CONSTRUCTION TESTING AND INSPECTION
Doug's Lynnwood Mazda
22130 Hwy 99
Edmonds, Washington
KA No. 096-18279
Permit: BLD2017-1119
In accordance with your request and authorization, our firm performed construction testing and inspection
for the above -referenced project. The sampling and testing was performed by our inspectors and reports
are included.
If you have any questions, or if we can be of further assistance, please do not hesitate to contact our
office.
INC.
Corbetti r r
Pro ect a� r/Lab Manager
Pacific Noilhwest Division
CWNVlkj
CC: CITY OF EDMONDS (E-MAIL)
NED NELSON ARCHITECT (E-MAIL)
B&T ENGINEERING (E-MAIL)
WILCOX CONSTRUCTION (E-MAIL)
4303 198" Street SW, Lynnwood, Washington 98036 • (425) 485-5519 • FAX (425) 485-6837
With Offices Serving the Western United States
09618279 DFR.doc
LF
Page 1 of 2
1%W1(an&Associates, I nc.
Geotechnical Engineering . Environmental Engineering
Construction Testing and Inspection
Field
Report NO.: 09618279DFR12212018SS-1
DATE: 12/21/2018 Set Count: 1 CONTRACTOR: Wilcox Construction
PROJECT #: 09618279 PERMIT #: BLD20171119
PROJECT: Doug's Lynnwood Mazda INSPECTOR: Susheel Sharma
LOCATION: 22214 Hwy 99 JURISDICTION: City of Edmonds
KA P.M.: Jeff Mercer WEATHER: Mostly Cloud TEMP: 39
Krazan & Associates arrived on site per request for adhesive anchor inspection on time.
1 Adhesive Anchor Inspection:
Checked the location of the anchor, dimension of holes ,dimension of anchor bolts and expiration date of epoxy.
Upon our arrival today, the contractor drilled fifty nine (59) holes. Expire date of used epoxy was 10/2019.
Prior to the placement of the epoxy on walls, the drilled holes was verified for cleanliness embedment. The contractor
cleaned the holes using brush and air compressor.
Photo 1: Cleaning holes
# Location : Metal brace frames On Walls
(1) Grid F3 through Grid 1 to 5
(2) Grid 5 through Grid C to D
Contractor use HILTI epoxy tubes. Contractor used 3 epoxy tubes from HILTI where it has expiration date of 10/2019.
Offices Serving the Western United States
Lynnwood (425) 485-5519 • Poulsbo (360) 598-2126 • Tacoma (253) 939-2500
The information provided on this report is prepared for the exclusive use of the client. This report may not be reproduced in any format without the written permission of the client and Krazan & Associates. This report
indicates our inspectors observation and testing results based on site conditions and contractor activities. This information is subject to review prior to final submittal. By signing this report, our inspector does not accept
responsibility for validity of results. The same information has been provided by others on site.
Page 2 of 2
-=—Kmzan&Associates,Inc.
Geotechnical Engineering . Environmental Engineering
Construction Testing and Inspection
Photo 2: U
Contractor performed the installation
project's drawings .
Field
Report NO.: 09618279DFR12212018SS-1
= 0114
;d Epoxy from HILTI Photo 3 : Epoxy with expiration date
as per manufacture's instructions and as mentioned in general and plans notes
of this
# Location : Metal Brace Frame on Walls
59 holes has been drilled having 11/16 inches diameter and depth of hole 4 3/4 inches. Contractor use 5/8 inches dia
anchor bolts of having length 6'/z inches . Bolts were embedded 4 3/ inches into the wall. Contractor installed anchor bolts
horizontally towards wall. The spacing of between the holes are 24" C/C.
Offices Serving the Western United States
Lynnwood (425) 485-5519 • Poulsbo (360) 598-2126 • Tacoma (253) 939-2500
The information provided on this report is prepared for the exclusive use ofthe client. This report may not be reproduced in any format without the written permission of the client and Kraran & Associates. This report
indicates our inspectors observation and testing results based on site conditions and contractor activities. This information is subject to review prior to final submittal. By signing this report, our inspector does not accept
responsibility for validity of results. The same information has been provided by others on site,
rr '
AN
���KraFl &ASSOCIATES
GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING
CONSTRUCTION TESTING & INSPECTION
FORENSIC INVESTIGATION
Date:
Project No.:
Project:
Project Location:
Krazan PM:
December 19, 2018
096-18279
Doug's Lynnwood Mazda
22130 Hwy 99
JM
FIELD REPORT
Report No.:
09618279DFR121918-NG
Contractor:
Wilcox/ Blue Star Welding
Permit No.:
BLD20171119
Inspector:
Niccolo Guiao
Jurisdiction:
City of Edmonds
Weather:
Cloudy Temp: 40-50's F
A Krazan representative visited the project site today for an adhesive anchors inspection.
Upon our arrival today, the steel erector contractor had drilled seventy two (72) 3/-in diameter holes
along gridlines A-D/1 (count: 23), A-F.2/5 (count: 41) and E-F/lA (count: 8) except for near grids
B/1 and B/5 wherein anchors of the 2-ft long angle plates have not been drilled. It should be noted
that the angle plates vary in length and were temporarily erected using two (2) screw anchors, welds
and vise grip clamps. One (1) anchor was not epoxy-ed along gridline B-C/5 due to rebar congestion.
During our visit, we observed the steel erector contractor cleaned the drilled holes using wire brush
and compressed air. Prior to the placement of epoxy and the planned anchors, the drilled holes
cleanliness were verified with a min. embedment of 4 3/-in. We observed seventy two (72) 5/8-in
diameter, 6-in long threaded rod epoxy-ed using Hilti RE-500 V3 with lot no. 082916L3 and
expiration date of 10/2019.
In our opinion, the steel erector contractor performed the installation per manufacturer's instruction,
detail E/S4.1 of the approved structural plans provided by B&T titled, "Doug's Lynnwood Mazda"
dated 08/16/17 and e-mail acceptance notification about the anchor embedment on 12/19/18
(1:14pm). It should be noted RFI to follow about the anchor embedment.
To the best of my knowledge, the above WAS performed in general accordance to the approved plans and pro' ct specifications.
Superintendent/Representative: Technician: Niccolo Guiao
4303 —198�h Street SW • Lynnwood, Washington 98036 • (425) 485-5519 • FAX (425) 485-6837
With Offices Serving the Western United States
KRAZAN & ASSOCIATES, INC.
Site Pictures
Page No. 2
To the best of my knowledge, the above WAS performed in general accordance to the approved plans and project specifications.
Superintendent/Representative: Technician: Niccolo Guiao
Krazan & Associates, Inc.
Offices Serving The Western United States
Page 1 of 1
�iaZ 7&Associates, Inc. Field
Geotechnical Engineering . Environmental Engineering Report NO.: 09618279DFRI2182018JT
Construction Testing and Inspection
DATE: 12/18/2018 Set Count: CONTRACTOR: Wilcox
PROJECT #: 09618279 PERMIT #: BLD20171119
PROJECT: Doug's Lynnwood Mazda INSPECTOR: Joseph Taylor
LOCATION: 22214 Hwy 99 JURISDICTION: Edmonds
KA P•M•: WEATHER: Cloudy TEMP: 450 F
A Krazan & Associates, Inc. representative was onsite to inspect the installation of slab
dowels at gridlines 6-7/ `A-C (42 dowels) and 5-6/ `B-D (approx. 20 dowels before
stopping). Dowels were #4 rebar embedded 5" at 18" O.C. using Simpson Set-xp epoxy
according to plans by B&T design and engineering dated 8/16/2017. Holes were air
blown and wire brushed prior to installation.
Reviewed By:
To the best of my know]
regulatory requirements.
Asset I
, the above V AS 00t performed in accordance with the approved plans, specifications and
.cian:
Offices Serving the Western United States
Lynnwood (425) 485-5519 • Poulsbo (360) 598-2126 • Tacoma (253) 939-2500
The information provided on this report is prepared for the exclusive use of the client. This report may not be reproduced in any format without the written permission of the client and Krazan & Associates. This report
indicates our inspectors observation and testing results based on site conditions and contractor activities. This information is subject to review prior to final submittal. By signing this report, our inspector does not accept
responsibility for validity of results. The same information has been provided by others on site
-�I<ILOLZan & ASSOCIATES INC.
GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING
CONSTRUCTION TESTING & INSPECTION
January 31, 2019
Accounts Payable
ADZAM INC. DBA DOUG'S MAZDA
22130 Hwy 99
Edmonds, WA 98026
KA No. 096-18279
Permit: BLD2017-1119
RE: NON -CONFORMING CONSTRUCTION TESTING AND INSPECTION
Doug's Lynnwood Mazda
22130 Hwy 99
Edmonds, Washington
In accordance with your request and authorization, our firm performed construction testing and inspection
for the above -referenced project. The sampling and testing was performed by our inspectors and reports
are included.
If you have any questions, or if we can be of further assistance, please do not hesitate to contact our
office.
Respectfully submitted,
DeZAN & ASSOCIATES, INC.
W Mercer tt
Project Manager/Lab Manager
Pacific Northwest Division
CWM/Ikj
CC: CITY OF EDMONDS (E-MAIL)
NED NELSON ARCHITECT (E-MAIL)
BELT ENGINEERING (E-MAIL)
WILCOX CONSTRUCTION (E-MAIL)
4303 198t1i Street SW, Lynnwood, Washington 98036 • (425) 485-5519 • FAX (425) 485-6837
With Offices Serving the Western United States
09619279 DFR.doc
Pagel of 3
MIL&Associates,Inc.
10h
Geotechnical Engineering a Environmental Engineering
Construction Testing and Inspection
Field
Report NO.: 09618279DFRI292019JD-1
DATE: 1/29/2019 Set Count: 1 CONTRACTOR: Wilcox / Fairweather Masonry
PROJECT #: 09618279 PERMIT #: BLD2017-1119
PROJECT: Dou s Mazda INSPECTOR: Jeff Dewey
LOCATION: 22214 HWY. 99 JURISDICTION: City of Edmonds
KAP.M.: Jeff Mercer WEATHER: Clear TEMP:37
A representative of Krazan & Associates arrived on -site as scheduled to perform construction observations and materials
testing. While on -site, we observed Fairweather Masonry constructing CMU interior and exterior walls at the following
locations: Gridline A.0 from 1.0-5.0 (04'), 5.0 from `B.0-A.8 (04'), 1.0 from A.0-D.0 (0-4'), 1.5 from D.0-D.3 (0-4'), D.3
from 1.0-1.5 (0-4'), 7.0 from `A.0-C.0 (0-4'), C.0 from 6.0-7.0 (0-4'), and E.0 from 3.0-3.8 (0-4'). Constructed masonry
walls were observed for reinforcing steel size, grade, splices, spacing, alignment, grout coverage, and general overall
placement. Additionally, constructed CMU walls were observed for mortar joint thickness, mortar protrusions, bond beams,
cleanliness, and general overall block placement. The stated masonry walls were in compliance with the project plans,
specifications, and governing documents with the exception of the following items:
1. Missing (1) #5 vertical extending from the foundation at D.0/5.0. Project structural engineer gave verbal
acceptance of dropping a second vertical that will not be embedded in the foundation.
2. Missing (1) #5 vertical extending from the foundation at D.3/1.5. Project structural engineer gave verbal
acceptance of dropping a second vertical that will not be embedded in the foundation.
3. Missing (1) #5 vertical extending from the foundation at D.0/1.5. Project structural engineer gave verbal
acceptance of dropping a second vertical that will not be embedded in the foundation.
4. Bond beam at the 4' elevation at gridlines B.2/1.0 had a lap splice less than the specified minimum. Additional
reinforcing steel was added prior to grout placement.
5. Missing #5 vertical at B.9/7.0. Reinforcing was placed prior to grout placement.
6. Missing #5 vertical at C.0/6.1. Reinforcing was placed prior to grout placement.
7. Missing horizontal bond beam reinforcing at elevation 4' along 7.0 line from `A.0-A.5. Reinforcing was placed
prior to grout placement.
Additionally, we observed Fairweather Masonry place approximately 14.0 cubic yards of Cadman #35MG708 grout
pumped to the point of placement for the above stated masonry walls. The grout was consolidated with a mechanical
masonry vibrator and hand finished. An approximate '/2" keyway was left at the top of the grout lift. Slump and temperature
testing was performed and the results were as follows: Slump — 10.75", Temperature — 60 degrees F. (1) Set of (4)
compressive strength test specimens was cast for future compressive strength testing. Results will be forwarded upon
completion.
NOTE: Grout was scheduled for 9.30am but did not arrive until 10.15am.
Shane, superintendent with Wilcox, was notified of all observations and test results prior to Krazan's departure from the
project site.
Offices Serving the Western United States
Lynnwood (425) 485-5519 • Poulsbo (360) 598-2126 • Tacoma (253) 939-2500
The information provided on this report is prepared for the exclusive use of the client. This report may not be reproduced in any format without the written permission of the client and Kmaan & Associates. This report
indicates our inspectors observation and testing results based on site conditions and contractor activities. This information is subject to review prior to final submittal. By signing this report, our inspector does not accept
responsibility for validity of results. The same information has been provided by others on sites
y�� �7 Page 2 of 3
l\LA an&Associates, Inc.
Geotechnical Engineering . Environmental Engineering
Construction Testing and Inspection
Field
Report NO.: 09618279DFR1292019JD-1
South and West Sections of Grout Placement Area
North Section of Grout Placement Area
Offices Serving the Western United States
Lynnwood (425) 485-5519 • Poulsbo (360) 598-2126 • Tacoma (253) 939-2500
The information provided on this report is prepared for the exclusive use of the client. This report may not be reproduced in any format without the written permission of the client and Kr & Associates. This report
indicates our inspectors observation and testing results based on site conditions and contractor activities. This information is subject to review prior to final submittal. By signing this report, our inspector does not accept
responsibility for validity of results. The same information has been provided by others on site,
Page 3 of 3
r Kxazan&Associates,Inc. Field
Geotechnical Engineering* Environmental Engineering
Construction Testing and Inspection
Reviewed By:
r
To the best of my knowledge, I �bor WAS
and regulatory requirements.
Report NO.: 09618279DFR1292019JD-1
Structural Plan View
Asset Number(s):
in accordance with the approved plans, specifications
Technician:
Offices Serving the Western United States
Lynnwood (425) 485-5519 • Poulsbo (360) 598-2126 • Tacoma (253) 939-2500
The information provided on this report is prepared for the exclusive use of the client. This report may not be reproduced in any foruut without the written permission of the client end Kra�an & Associates. This report
indicates our inspectors observation and testing results based on site conditions and contractor activities. This information is subject to review prior to final submittal. By signing this report, our inspector does not accept
responsibility for validity ofresuls. The same information has been provided by others on site.
GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING
CONSTRUCTION TESTING & INSPECTION
May 3, 2019
Accounts Payable
ADZAM INC. DBA DOUG'S MAZDA
22130 Hwy 99
Edmonds, WA 98026
RE: COMPRESSIVE STRENGTH TEST RESULTS - REVISED
Doug's Lynnwood Mazda
22130 Hwy 99
Edmonds, Washington
KA No. 096-18279
Permit: BLD2017-1119
Enclosed are copies of the compressive strength test results for the above referenced project. If you have
any questions, or if we can be of further assistance, please do not hesitate to contact our office.
Respectfully submitted,
KRAZAN & ASSOCIATES, INC.
2
Corbett W. Mercer
Project Manager/Lab Manager
Pacific Northwest Division
CWM/lkj
CC: CITY OF EDMONDS (E-MAIL)
NED NELSON ARCHITECT (E-MAIL)
B&T ENGINEERING (E-MAIL)
WILCOX CONSTRUCTION (E-MAIL)
4303 198" Street SW, Lynnwood, Washington 98036 • (425) 485-5519 • FAX (425) 485-6837
With Offices Serving the Western United States
09618279 BRK
Krazan and Associates, Inc. Grout Report Form
4303 198th Street SW
Lynnwood, WA 98036
Project No: 096-18279 Grout Code: 66291
Weather: Sunny Jurisdiction: City of Edmonds
Project: Doug s Lynnwood Mazda
Location: 22130 Hwy 99
Client: Adzam Inc. dba Douq's Mazda
Field Data
Pour Date: 4/4/19
Report No: 12633
Permit No. BLD2017 1119
Engineer: B&T Engineering
Architect: Ned Nelson Architect
Contractor: Wilcox Construction
% Air (ASTM C-231) N/A Temp. (ASTM C-1064) 66
Slump (ASTM C-143) Flow Sampling (ASTM C-172) N/A
Making (ASTM C-31) X Unit Wt. (ASTM C-138) N/A
Other Consolidation Method
Inspector: T. Tran Mechanical: X
Manual:
Field Notes:
8" CMU from 8' to 12' @ A76-7, 7/A'-C, C/6-7, 6/C-D, D/5-6
Placement by line pump.
Please refer to Field Report No. 2072
Reported Batch Data
Batch Time:
10:57 AM
Sample Time:
12:00 PM
Truck #:
422
Ticket #:
618210
Design Wts. Actual Wts.
Mix No.
35MG708 35MG708
Cem. (Ibs)
658
657
F. Ash (Ibs)
N/A
N/A
Agg. 1 (Ibs)
830
816
Sand (Ibs)
1887
1883
Water (Ibs)
425
412
Air Ent. (oz)
N/A
N/A
Other(oz)
N/A
N/A
Water Added on Job (gal)
10
Supplier:
Cadman
Plant Number:
34
Site Mix:
Initial Curing Temps High -Low:
Ambient Air Temperature: 56
Load Size: 7 yds
Sample @ cy of cy
Field Test Results
Conforming X
Non -Conforming
Laboratory Data
Design Strength: 2,000 @ 28 days
Date Specimens Rec'd: 4/5/19
Laboratory Test Methods
ASTM C-617
ASTM C-780
ASTM C-39
ASTM C-1019
X
ASTM C-109
Other
Cyl. Code Test Date Age
Side 1
Side 2
Area Height % Plumb
Load (Ibs)
Strength (PSI) Set # Break
Tested By
66291-1 4/11119 7
3.40
3.42
11.63 5.79 0.0%
36,830
3,170 1 3
BAW
66291-2 5/2/19 28
3.42
3.46
11.83 6.41 0.0%
49,410
4,180 1 3
BAW
66291-3 5/2/19 28
3.40
3.43
11.66 6.22 0.0%
46,980
4,030 1 3
BAW
66291-4 5/2/19 28
3.40
3.41
11.59 6.18 0.0%
47,790
4,120 1 3
BAW
P.M. Review:
w-
I -
Date Reviewed:
-- 1 1 Lab Test Results
Conforming
X
Lab Data Reviewed By:
V
Date Reviewed:
Non -Conforming
This information provided on this report is prepared for the exclusive use of the client. This report may not be reproduced in any format without the written permission of the client and Krazan & Assoc.
Grout Report Effective Date: 4/08/2009
Page 1 of 1
18300 NE Union Hill Road, Suite 200
Redmond, WA USA 98052-3333
Tel: (425) 883-0777
Fax: (425) 882-5498
GOLDER
TO: Doug Ikegami - Doug's Lynnwood Mazda
22130 Highway 99
Edmonds, WA 98026
ONSITE: 0650 OFFSITE: 0715
SITE ACTIVITES
THE FOLLOWING WAS NOTED:
DATE:
JOB NO:
Thursday, Au ust 23, 2018
�1533298
PROJECT:
Lynnwood Mazda Dealer
LOCATION:
Edmonds, WA
CONTRACTOR:
OWNER:
Wilcox Construction
Doug Ike ami
WEATHER:
TEMP ff):
Overcast/Drizzle
50s
PRESENT AT SITE:
Golder — David Lam
Wilcox Construction - Shane
Golder used a'/2-inch diameter steel t-probe to check stormwater vault subgrade conditions. The vault pad was approximately 150
feet long by 30 feet wide. Contractor previously excavated for the vault subgrade. The vault subgrade generally consisted of
moist, dense, silty sand with gravel and was firm and unyielding to the t-probe. Based on the field observations, the subgrade is
considered suitable for supporting the anticipated vault.
COPIES TO: Wilcox Construction SIGNED:
File
Margaret Pryor for
David Lam — Field Technician
Page 1 of 2
18300 NE Union Hill Road, Suite 200
Redmond, WA USA 98052-3333
Tel: (425) 883-0777
Fax: (425) 882-5498
LDER
TO: Doug Ikegami - Doug's Lynnwood Mazda
22130 Highway 99
Edmonds, WA 98026
ONSITE:0745 OFFSITE:0815
SITE ACTIVITIES
THE FOLLOWING WAS NOTED:
DATE:
Monday, March 25, 2019
JOB NO:
1533298
PROJECT:
Lynnwood Mazda Showroom
LOCATION:
Lynnwood, WA
CONTRACTOR:
Wilcox Construction Inc.
OWNER:
Lynnwood Mazda
WEATHER:
Sunny
TEMP (°F):
65
PRESENT AT SITE:
Golder — Max Rossiter
FOUNDATION COMPACTION TESTING:
Golder was requested to assess condition of subgrade areas that were previously excavated. Golder representative, Max
Rossiter, used a'h-inch diameter steel T-probe to check footing subgrade conditions. Footing subgrade generally consisted of
moist, dense, silty sand with gravel and allowed less than 3" of penetration using the T-probe. The footing area on the Northwest
corner of the site had a leveling rock base coarse approximately 3" thick in the location of the strip footing. Based on the field
observations, the subgrade is considered suitable for supporting the anticipated footing.
Figure 1: Footing subgrade on east side of site looking north (left) and south (right).
Page 2 of 2
,n `�,� ;; 3. ° .,•, ;.,.� ._:,�','�''° vim;; �,:: '.; .,.".. , ; .: ,� �
.: .
Figure 2: Footing subgrade located on Northwest corner of site.
SIGNED: t�
Margaret Pryor — Project Manager
COPIES TO: Wilcox Construction
File
Page 1 of 2
18300 NE Union Hill Road, Suite 200
Redmond, WA USA 98052-3333
*> Tel: (425) 883-0777
Fax: (425) 882-5498
GOLDER
TO: Doug Ikegami - Doug's Lynnwood Mazda
22130 Highway 99
Edmonds, WA 98026
ONSITE:1315 OFFSITE:1345
SITE ACTIVITIES
THE FOLLOWING WAS NOTED:
DATE:
Wednesday, September 5th, 2018
JOB NO:
�1533298
PROJECT:
Lynnwood Mazda Dealership
LOCATION:
Lynnwood, WA
CONTRACTOR:
Wilcox Construction Inc.
OWNER:
Lynnwood Mazda
WEATHER:
Sunny w/ sparse clouds
TEMP (°F):
70
PRESENT AT SITE:
Golder — Christian Norris
Wilcox — Shane, and four 4
other workers
FOUNDATION COMPACTION TESTING:
Golder was requested onsite to assess condition of subgrade soils within a foundation trench in native gravelly sand. A'/z-inch
fiberglass T-Probe was used to check the subgrade in the area indicated in Figure 1. The native cut was approximately 1'/z feet
below adacent grade and approximately 3'/2 feet in width. A majority of the subgrade trench was generally firm and is suitable for
foundation support.
There were two areas with silt subgrade soils about 3 to 4 feet in length where the t-probe was inserted to a depths ranging from 5
to 14 inches. Shane, Wilcox's site supervisor, was informed that the material in these areas needed to removed and replaced with
properly placed structural fill. These areas are shown in Figure 1.
Figure 1: (Not to Scale. Approximate measurements.)
i
JT�Ell
. E I_
.n
0
LEGEND
0 Pa ssi ng [Yi eI ds 1/8" - 3"j
0 Failed [Yi0ds5"-S" j
Removal Reg4CI yLlke4
-- e
}
DOUG'S LYNNWOOD MAZDA
22130 HIGHWAY-99
ECI�,. L
"�`
FOU\UAI I{]fV D AIN PLAN
Page 2 of 2
SIGNED: C " / ! 4q�
Christian Norris — Field Technician
COPIES TO: Wilcox Construction
File
Page 1 of 2
18300 NE Union Hill Road, Suite 200
Redmond, WA USA 98052-3333
Tel: (425) 883-0777
Fax: (425) 882-5498
GOLDER
TO: Doug Ikegami - Doug's Lynnwood Mazda
22130 Highway 99
Edmonds, WA 98026
ONSITE:1230 OFFSITE:1250
SITE ACTIVITIES
THE FOLLOWING WAS NOTED:
DATE:
Friday, September 28, 2018
JOB NO:
�1533298
PROJECT:
Lynnwood Mazda Dealership
LOCATION:
Lynnwood, WA
CONTRACTOR:
Wilcox Construction Inc.
OWNER:
Lynnwood Mazda
WEATHER:
Sunny
TEMP (°F):
70
PRESENT AT SITE:
Golder — Margie Pryor
Wilcox — Shane, and four 4
other workers
FOUNDATION COMPACTION TESTING:
Golder was requested to assess condition of subgrade areas that were previously checked on 9-5-2018. Areas of soft/loose
subgrade soils were identified during the 9-5-18 site visit. The contractor removed the soft/loose soils and Golder checked the
overexcavated areas using a'/z-inch fiberglass T-Probe in the areas shown in blue and red in Figure 1. The exposed subgrade
soils in these areas were generally firm and were considered suitable for foundation support.
Figure 1: (Not to Scale. Approximate measurements.)
01
_ i-
1 I
-�
14.
i
{'
I
a 1 LEGEND
�"' I[.I � OPasling {Yields ]�S"-3"j
M Failed {Yields s"-a" I
` 0 Removal Req.l Clay like}
n
A
N
DOUG'S LYNNWOOD MAMA
22130 HIGHWAY-99
���a,MW
CECIL
$.js=Cl►a1L
FOUNDATION DRAIN PLAN
Page 2 of 2
SIGNED:
Margaret Pryor -Project Manager
COPIES TO: Wilcox Construction
File
Page 1 of 2
18300 NE Union Hill Road, Suite 200
Redmond, WA USA 98052-3333
Tel: (425) 883-0777
Fax: (425) 882-5498
GOLDER
TO: Doug Ikegami - Doug's Lynnwood Mazda
22130 Highway 99
Edmonds, WA 98026
ONSITE:1600 OFFSITE:1630
SITE ACTIVITIES
THE FOLLOWING WAS NOTED:
DATE:
Friday, September 12, 2018
JOB NO:
�1533298
PROJECT:
Lynnwood Mazda Dealership
LOCATION:
Lynnwood, WA
CONTRACTOR:
Wilcox Construction Inc.
OWNER:
Lynnwood Mazda
WEATHER:
Sunny
TEMP (°F):
65
PRESENT AT SITE:
Golder — Max Rossiter
FOUNDATION COMPACTION TESTING:
Golder was requested to assess condition of subgrade areas that were previously excavated. Golder used a '/2-inch diameter steel
T-probe to check footing subgrade conditions. Footing subgrade generally consisted of moist, dense, silty sand with gravel and
allowed less than 3" of penetration using the T-probe. Based on the field observations, the subgrade is considered suitable for
supporting the anticipated footing loads.
Page 2 of 2
SIGNED:
Ma Rossiter —Staff Engineer
COPIES TO: Wilcox Construction
File