HYUNDAI ENG COMPACTION REPORT"�l1 ASS0_CIAT_E_S�_INC.
GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING
CONSTRUCTION TESTING & INSPECTION
June 22, 2020 REr.Z7VE0 KA No. 096-19103
Permit: BLD2019-0120
JUL 0 8 2020
Mr. Doug Ikegami (Mail) ENGINEERING DIVISION
DOUG'S HYUNDAI
22130 Hwy 99
Edmonds, WA 98026
RE: COMPRESSIVE STRENGTH TEST RESULTS
Doug's Hyundai — Sales & Service
22130 Hwy 99
Edmonds, Washington
Dear Mr. Ikegami,
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.
KRA,ZAN& A,' iOOATES, INC.
,•• f oe
Project MaPacific l�ioivision
JSM/tkj
CC. CITY OF EDMONDS
3RK ARCHITECTURE
ARW ENGINEERS
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
09619103 BRKdo
.FG. _
&Associates Inc.
Geotechnical Engineering n Environmental Engineering
Construction Testing and Inspection
DATE: 5/22/2020
PROJECT #: 09619103
PROJECT: Doug's Hyundai _
LOCATION: 22130 Hwy 99
KA P.M.: — —
CONCRETE
REPORT NO.: 09619103CRO52220-DK
CONTRACTOR: Wilcox_
PERMIT #:
INSPECTOR: Don Keller
JURISDICTION: Edmonds
WEATHER: overcast
Field Data
Concrete: F P4C43464 Other: l
Supplier. Cadman Plant No. 32 Site Mix:
Slump Mix Air Unit
Time Truck# Ticket# %Air Inch Temp (F) Temp (F) Weight
2:15L 58 1037635 5.0 5 64 ' 56 °T
Placement Area
Location: spread ftg. @7&C
Remarks:
Please Refer To Field Repel Number -
Laboratory Data
Inspector: Don Keller
TEMP: 56 °
Reported Batch
Cement Type
Design
MIX No.
Cent Lea.
F. Ash It a.
C Agg, Lto
C: Agg. Lbs
C. Agg. IAS
Sand Ibs
water
Admodum Wra
Admuture
Aornlxt�rx
Air Ent. aea
tortCVVt,�
Water Added On Job
(Gals.)
DATA
Actual_
5650
940 -
17200
3200
14000
325.2
276.0
38.0
Site
10
Field Test
ASTM Method
C172
C143
C138
C1064
C231
C31
Other
Design Strength: 4000.@ 28 days Date Specimens Rec'd:
Agg Dia.
7 4.00
wt.
Area #
12.57 —
Max
Load
62270
Comp.
Strength
4950
Cyl.
Code
70517-1
Test
Date
5/29/20
Field
— Cure
70517-2
6/19/20
28
4.00
12.57
--
80070
6370
70517-3
6/19120
28
4.00
12.57
—
77950
6200
70517A
6/19/20
28
4.00
12.57
—
78420
6240
70517-5
6/19/20
28
4.00
12.57
-
77780
6190
Remarks:
Set Tested Brk
# By Typ
1 NG 2
1 BAW 2
1 BAW 2
1 BAW 2
1 BAW 2
Codes for Break Types: .� � �� 1L
1 2 3 L 4-1 5
Offices Serving The Western United States
Concrele Report
ASTM C39
ASTM C109
ASTM C617
ASTM C 1231
ASTM C1019
OTHER
5
Test Results
Conforming
Effective 05108a19
Lynnwood (425) 485-5519 • Poulsbo (360) 598-2126 e Tacoma (253) 939-2500
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I(AaZ &Associate s,Inc.
Geotechnical Engineering - Environmental Engineering
Construction Testing and Inspection
CONCRETE
REPORT NO.: 09619103CR061220JA -1
DATE: 6/12/2020 CONTRACTOR: Wilcox
PROJECT #: 09619103 PERMIT #: BLD2019-0120
PROJECT: Doug's Hyundai INSPECTOR: Joseph Arenas
LOCATION: 22130 Hi-waZ 99 JURISDICTION: City of Edmonds
KA P.M.: Jeff Mercer WEATHER: Cioudv` TEMP: 55 °
Field Data _
Concrete: P3C58414 Other:
Supplier: CADMAN Plant No. 34 Site MIX.
Slump Mix Air Unit
Time Truck # Ticket# %Air Inch Temp (F) Temp IF) Welghl
7:08_ 445 1044872 1 6 1 69 ° 55
Placement Area
Location: 1 Slab on grade grid line @ 7-6/A.8-C
Remarks: Place in a pump and Boom.Mechanically Consolidated.
Please Refer To Field Repaf Number
Laboratory Data
Cyl- Test Field
Code Date Cure
70815-1 6/19/20
70815-2 7/10/20
70815-3 7/10/20
708154 7/10120
70815-5
Remarks
Inspector :
Joseph Aranas
Design Strength: 3000 @ 28 days j
wt. Max Comp.
e Dia. Area # Load Strengtt
4.00 12.57 -- 41670 3320
Reported Batch DATA
Cement Type PLCD2L109
Des] n Actual
MIXNo- P3C58414 133C58414
corn it.,- _ 400 401
F. Ash rna. 70 69
C Agg LGs #571590 1580
C. Agg. Us #8 281 280
C Agg Ohs
Sand fbs 1414 1498
water 270 253
Adrr)Nh"
Ada1i><lurq
AdmNivra
Air Ent.
(Oz7 aw1.)
Water Added On Job Site
(Gals.) J
Field Test
ASTM Method
C172
C143 C138
C1064 C231
C31 Other
Date Specimens Rec'd: 1 w-611612020
Set
#
Tested
I
Brk
Typ
Test Metho
ASTM C39
ASTM C109
ASTM C617
ASTM C 1231
ASTM C1019
OTHER
1
BAW
2
1
1
1
1
Codes for Break Types: 11 I Li{ n I
— I I I
Ll i
1 1 2 3 L4J 5
Offices Serving The Western United States
Cancrale Reporl
6
Test Results
Effediva 0&OW019
Lynnwood (425) 485-5519 - Poulsbo (360) 598-2126 - Tacoma (253) 939-2500
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RYMe i;;q da�plegied
K- &Associates. Inc.
Geotechnical Engineering a Environmental Engineering
Construction Testing and Inspection
DATE: 6/12/2020
PROJECT* 09619103
PROJECT: Dou 's Hyundai
LOCATION: 22130 Hi-wav 99
KA P.M.: Jeff Mercer
CONCRETE
REPORT NO.: 09619103CR061220-1A -2
CONTRACTOR: Wilcox
PERMIT #: BLD2019-0120
INSPECTOR: Joseph Aranas _
JURISDICTION: City of Edmonds _
WEATHER: Cloudy TEMP: 55 °
Field Data
Concrete: P4C43464 Other.
Supplier: CADMAN Plant No. 34 Site Mix:
Slump Mix Air Unit
Time Truck# Ticket# %Air Inch Temp IF) Temp(F) Weight
9:34 t 368 1044989 4.81 6 65 ° 55 °
Placement Area
Location: Spread Footings grid line @ 2.5/B.5-C.8, 3.8/B, B.5, B.7, 4.5/B.2,
B.5, B.7, 6/B, B.5, B.7.
Remarks: Place in a pump and Boom & buggy.Mechanically Consolidated.
Admixture:POZZ 80,AEA 90
Please Refer To Field itepol Number:
Laboratory Data
Inspector.L Joseph Aranas j
Design Strength:L 4500 Q,0 28 days
Cyl.
Code
Test
Date
Field
Cure
Age
Dia.
Area
Wt.
#
Wa-x--7
Load
Comp.
Strengtt
70814-1
6/19/201
7
4.00
12.57
—
48770J
3880
70814-2
7/10/20
28
70814-3
7/10/20
28
70814A
7/10/20
28
Concrete Report
Reported Batch DATA
Cement Type I PLCD2L109
Des[ n
Actual
Mix No.
P4C43464
P4C43464
Cam Lbs.
515
511
F. Ash lbs.
85
78
C. A99. Lbs
#57 1569
1582
C. AW. I.ba
#8 283
282
C. Agg. Us
Send Ihs
1212
1278
wens,
260
239
Admoduee
25oz
25oz
Air Ent. 3oz 3oz
( Oz 1 cw1.1
Water Added On Job Site
(Gals.) 20
Field Test
ASTM Method
C172
C143 7 C138
C1084 C231
C31 7 Other
Date Specimens Rec'd: 1 6116/2020
Set
#
Tested
By
Brk
Typ
Test Metho
ASTM C39
ASTM C109
ASTM C617
ASTM C1231
ASTM C1019
OTHER
2
BAW
2
2
2
2
2
Remarks:
Results Reviewed By: Date: ,z".2, L, D
1--j :71 j?. V E
Codes for Break Types:
1 2 3 4 5 s
Offices Serving The Western United States
Test Results
Effective 051OW019
Lynnwood (425) 485-5519 a Poulsbo (360) 598-2126 • Tacoma (253) 939-2500
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