Report (729) • Construction Inspection & Related Tests
Carlson Testing, Inc. Geotechnical Consulting
REPORT OF (., X 1 2 CONCRETE TEST SPECIMENS `
R�C�'-�1 T P.O. Box 23814
ASI'M C172/C1231/C39/C31/C1064/C143 Tigard, Oregon 97281
Test Methods: •JUN_2 F) -2000" Phone (503) 684 -3460
' ••FAX # 684 -0954
Date Molded: 15/25 20 00 Job No. -10004403 P e BUP20C10 -OUP° 1 2
SI'[:'.C:III DEVELOPMENT INC - (106 BURNS � '" "---
Client:
Project: IIGARI) CORPORATE CENTER PARKING STRUCTURE
12125 SW 69TI1 TIGARD OR
Address:
Contractor: X Sub Contractor:
Concrete Supplier: ROSS ISLAND SAND & GRAVEL Truck No. 208 Ticket No. V 1 850 75
Cast By: C • STASCH Cu. Yds. 1 1 Load No
OVERCAST
Weather: Temp. High: Temp. Low:
COLUMNS 0/8, D /9, F /8, F /9, 6/8, G /9, F /5, F /6, F /2, G /6, 6/5,
Location of Placement:
G /7, G /2, G /3, E /1, E/2, D /1, D /2, C /1, 8/1 AND A /1.
1 : 1.6 73
Test Time: Concrete Temp:
5000 28 5 0 - I
Strength Requirement: PSI @ days Slump Cement Type
50318 3/4"
Mix No/No. Sacks Air Content Max. Aggregate
Admix. Amount: Brand: _ Admix. Amount: Brand:
Set Test@ Register Date Date Total A Unit Report Tested
rea
No. Days Number Rec'd Test Load PSI No. By
I 7 ' 2126 05/26 06/01 147,080 28.25 5210 WR
28 2126 05/26 06/22 174,920 28.26 6190 AF
28 2126 05/26 06/22 175,710 28.26 6220 AF
28 2126 05/26 06/22 178,900 28.26 6330 AF
RemeIMP 4 " t. ..1
cc: L..RS ARCHITECTS --
CITY OF TIGARD
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Reviewed by: r -
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Carlson Testing, Inc. Construction Inspection & Related Tests
Geotechnical Consulting
•
REPORT OF 1 . l CONCRETE TEST SPECIMENS RECEIVED ED P.O. Box 23814
AS TM Tigard, Oregon 97281
Test Methods: JUD► 2 6 2000 Phone (503) 684 -3460
FAX # 684 -0954
Date Molded: 05/25 , 20 •
00 Job No. 10004403 - permit No: BUP200 - 00012
Client:
SPLtIIT DEVELOPMENT INC HOB BURNS
I
Project: 1(iARI) CORPORATE CENTER PARK 1 NG STRUCTURE
Address: 12125 SW 69TH TIGARD OR
Contractor: X Sub Contractor:
Concrete Supplier: ROSS ISLAND SAND & GRAVEL Truck No. 21 0 T 18510
Ticket No.
Cast By: I' . KORNOWSK I Cu. Yds. 22 OF 44 Load No
OVERCAST 67
Weather: Temp. High: Temp. Low:
FOOTINGS AT GRIDS E /6, 7, 8 AND 9, F/7 AND 8 AND I/3
Location of Placement:
3 : 07 78
Test Time: Concrete Temp:
3000 28 4"
Strength Requirement: PSI @ days Slump Cement Type
301013
Mix NoJNo. Sacks Air Content . Max. Aggregate
Admix. Amount: Brand: — Admix. Amount: Brand:
Set Test@ Register Date Date Total Area Unit Report Tested
No. Days Number Rec'd Test Load PSI No. By
11 7 2122 05/26 06/01 65,160 28.27 2300 WR
28 2122 05/26 06/22 90,660 28.26 3210 AF
28 2122 05/26 06/22 91,680 28.26 3240 AF
28 2122 05/26 06/22 90,250 28.26 3190 AF
Remarks:
cc : 1 RS ARCHITECTS ..
(;11Y OF TIGARD _/ -
VLMK % / ' � -- ___
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Reviewed bye
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