Special Insp Report for Concrete.pdf0�
& ASSOCIATES, INC.
GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING
CONSTRUCTION TESTING & INSPECTION
February 6, 2018 KA No. 096-17054
RECEIVED Permit No. BLD20160506
Mr. Douglas Spee (E-Mail)
EDMONDS 2020, LLC
307 Bell Street
Edmonds, WA 98020
FEB 12 2018
09VELOPMENT SERVICES
COUNTER
RE: COMPRESSIVE STRENGTH TEST RESULTS
Post Office Phase 2
201 Main Street
Edmonds, Washington
Dear Mr. Spee,
iec,
r
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.
Q1_K At'C'
Jeffrey S. Mercer
Operations Manager
Pacific Northwest Division
JSWlkj
CC: CITY OF EDMONDS
4303 19811 Street SW, Lynnwood, Washington 98036 • (425) 485-5519 • FAX (425) 485-6837
With Offices Serving the Western United States
09617054 BRK doe
A<.CONCRETE
�7�&
GiL Associates, Inc. REPORT NO.: 09617054CRO12918-WB -1
Geotechnical Engineering • Environmental Engineering
Construction Testing and Inspection
DATE: 1/29/2018 CONTRACTOR: Edmonds 2020, LLC
PROJECT #: 09617054 PERMIT #: BLD20160506
PROJECT: Post Office INSPECTOR: William But
LOCATION: 201 Main St JURISDICTION: Edmonds
KA P.M.: Jeff Mercer WEATHER: Rainning TEMP: 49 °
Field Data
Concrete: I Other:
Supplier:1 Mlles Plant No. I Site Mix:
Slump Mix Air Unit
Time Truck # Ticket # % Air Inch Temp (F) Temp (F) Weight
8: 01 1 C138 1 202348 n/a 1 6 1 62 ° 49 °
Location:
PT deck level 1
Placement Area
Remarks:
Please Refer To Field Repot Number: 09617064DFRI2918-WB
Inspector: I William Bui
Reported
Cement Type
Mix No
Gem Lod
F Ash Ibs
C Agg Lbs
C Agg. Lbs
C Agg. Lbs
send Ibs
water
Admlxturo
Admixtufo
Admixturo
Air Ent
( Oz I cwt S
Water
Batch
Design
DATA
Actual
156000
600
594
100
99
1260
1250
600
595
1295
1285
300 gl
280
36 Oz
36
Added On Job
(Gals.)
Site
10 gl
Field Test
ASTM Method
C143 C138
C1064 C173
C31 Other
Laboratory Data Design Strength: 6000 @ 28 days Date Specimens Rec'd: 1/30/2018
Cyl.
Code
Test
Date
Field
Cure
Age
Dia.
Area
Wt
#
Max
Load
Comp.
Strength
Set
#
Tested
By
Brk
Typ
Test Method
ASTM C39
61644-1
2/2/18
4
4.00
12.57
-
67810
5390
1
CD
2
ASTM C109
61644-2
2/2/18
4
4.00
12.57
-
64270
5110
1
CD
2
ASTM C617
61644-3
2/2/18
4
4.00
12.57
--
66130
5260
1
CD
1
ASTM C1231
616444
2/5/18
7
4.00
12.57
94280
7500
1
CD
1
ASTM C1019
61644-5
2/26/18
28
1
OTHER
61644-6
2/26/18
28
1
61644-7
2/26/18
28
1
H
1
Test Results
Remarks:
Results Reviewed By:
Date:
—-_
Codes for Break Types:
NA fXI
V
1
;
2
I-
f
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 Information provk d m Wa report is prepared for the eWmive -e Oft client, and may not be reproduced in any lormat wilhotAfhe written permlasbn of the client and Kn an & Associates Thin mpod Intlkalm our lmpadoes obwm6m,W lealirg resuna b..d m ells rp b—
ark contred. activities This Infonnelion Is wbied io re prior to hrel wbmlttel By signing Ibis report, our Inspecfor,ieee not accept responsldlity for nikdy of reeube The eema Inlor—ficn hoe bean prwlded by olhem on ege
aZa 1&Associates,lnc.
Geotechnical Engineering • Environmental Engineering
Construction Testing and Inspection
DATE: 1 /29/2018
PROJECT #: 09617054
PROJECT: Post Office
LOCATION: 201 Main St
KA P.M.: Jeff Mercer
Field Data
Concrete: Other:
CONCRETE
REPORT NO.: 09617054CRO12918-WB -2
CONTRACTOR: Edmonds 2020, LLC
PERMIT #: BLD20160506
INSPECTOR: William Bui
JURISDICTION: Edmonds
WEATHER: Rainning TEMP: 51 °
Supplier: Miles Plant No. Site Mix:
Slump Mix Air Unit
Time Truck# Ticket# %Air Inch Temp (F) Temp (F) Weight
10: 15 1 C 146 1 202368 n/a 1 6 1 63 ° 51 °
Location:
PT deck level 1
Placement Area
Remarks:
Please Refer To Field depot Number: 09617054DFR12918-WB
Inspector: I William Bui
Reported
Cement
Mix No
cent Lbs
F Ash Ibs
C Agg Lbs
C Agg Lbs
C Agg Lbs
Sand It,,
water
Admixture
Admixture
Admixturo
Air Ent
(oz/uwt.)
Water
Batch
Type
Design
DATA
Actual
156000
600
595
100
100
1260
1251
600
595
1295
1285
300 gl
280
36 Oz
36
Added On Job
(Gals.)
Site
10 gl
Field Test
ASTM Method
C143 C138
C1064 C173
C31 Other
Laboratory Data Design Strength: 6000 @ 28 days Date Specimens Rec'd: 1/30/2018
Cyl,
Code
Test
Date
Field
Cure
Age
Dia.
Area
Wt.
#
Max
Load
Comp.
Strength
Set
#
Tested
By
Brk
Typ
Test Method
ASTM C39
61645-1
2/2/18
4
4.00
12.57
--
51190
4070
2
CD
1
ASTM C109
61645-2
2/2/18
4
4.00
12.57
--
53600
4260
2
CD
1
ASTM C617
61645-3
2/2/18
1 4
4.00
12.57
53840
4280
2
CD
1
ASTM C1231
61645A
2/5/18
7
4.00
12.57
85340
6790
2
CD
1
ASTM C1019
61645-5
2/26/18
28
2
OTHER
61645-6
2/26/18
28
1
2
61645-7
2/26/18
28
1
2
61645-81
H
I
1
2
Test Results
Remarks:
Results Reviewed By: �_
Date:
-2 --(
Codes for Break Types:
I �1 1
�
1
���,I I
L7F1
2
3
4
E
5
J
6
Offices Serving The Western United States
Concrete Report Effective 10/312017
Lynnwood (425) 485-5519 • Poulsbo (360) 598-2126 • Tacoma (253) 939-2500
In- Info,m.u. Finam°n thw I.Pn 1. wwredf. vaa°rub°u,nt,.ni may° na rep-i in.ny ftn wnno°tln.wna.n panml.xwn otm.dl.m xnd K— s A.+«.e., Tnb n:�rtlnaw,l�our lnov raw r�,m �.��.ro recap. o...a on.n. °°nanw.,o
end o°mr.a.r.dM tm This mfommlon Is w*mt to resew prior to Rmi submhml 9y algning this report, our InVector does nut —ept m.p—Mity for vaNty o/ mugs The mme In(wroU n has been pmnded by often m sXe
C.VJ;an&Ass ociate s, Inc.
Geotechnical Engineering . Environmental Engineering
Construction Testing and Inspection
DATE: 1 /29/2018
PROJECT #: 09617054
PROJECT: Post Office
LOCATION: 201 Main St
KA P.M.: Jeff Mercer
Field Data
Concrete: Other:
CONCRETE
REPORT NO.: 09617054CRO12918-WB -3
CONTRACTOR: Edmonds 2020. LLC
PERMIT #: BLD20160506
INSPECTOR: William Bui
JURISDICTION: Edmonds
WEATHER: Rainning
Supplier Mlles Plant No. I Site Mix:
Slump Mix Air Unit
Time Truck# Ticket# %Air Inch Temp(F) Temp(F) Weight
1112:01prnj C114 1 202386 1 n/a 1 6 1 63 ° 1 51 °
Location:
PT deck level 1
Placement Area
Remarks:
Please Refer To Field Repot Number: 09617064DFR12918-WB
Inspector: I William Bui
TEMP: 51 °
Reported
Cement
Mi. N.
Gem. Lbs
F. Ash Ibs
C. Agg Lbs
C. Agg Lbs
C. Agg Lbs
Send Ibs
Water
Admixture
Admixture
Admixture
Air Ent
( oz / rwt )
Water
Batch
Type
Design
DATA
Actual
156000
600
604
100
100
1260
1251
600
_
595
1295
1285
300 gl
280
36 Oz
36
Added On Job
(Gals.)
Site
10 gl
Field Test
ASTM Method
C143 C138
C1064 C173
C31 Other
Laboratory Data Design Strength: 6000 @ 28 days I Date Specimens Rec'd: 1 1/30/2018
Cyl.
Code
Test
Date
Field
Cure
Age
Dia.
Area
Wt.
#
Max
Load
Comp.
Strength
Set
#
Tested
By
Brk
Typ
Test Method
ASTM C39
61646-1
2/2/18
4
4.00
12.57
-
52610
4190
3
CD
2
ASTM C109
61646-2
212/18
4
4.00
12.57
50880
4050
3
CD
1
ASTM C617
61646-3
2/2/18
4
4.00
12.57
-
50140
3990
3
CD
1
ASTM C1231
61646-4
2/5/18
7
4.00
12.57
-
81070
6450
3
1 CD
2
ASTM C1019
61646-5
2/26/18
1 28
1
1
3
1
1 OTHER
61646-6
2/26/18
28
3
61646-7
2/26/18
28
3
61646-81
H
1 3
Test Results
Remarks:
Results Reviewed By:
Date:
2 -(o —
Codes for Break Types:
N
1
"N
2
3
4
L
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 infom-atlon pnovklet on this report Is prepared for ttro exclusive use of th dient. and may not be reproduced In any format WiDW eve vaiten permission of the dient end Kman 8 Assoeistes This repot In fie ee our 1-4pKWs m am and testing resub base f on she conditions
endcentredor sclivillas This Infor—lion is eubjW to racer prior to firs aubmmal By signing this reW, our Inspector ooee trot accept respmwlbIlily for validly of resute The acme Infom dm hoe been provided by ahem on site