Report (738) Carlson Testing, Construction Inspection & Related Tests
ng, Inc. Geotechnical Consulting
ttiX 1 J CONCRETE k �` CT
REPORT OF TEST SPECIMENS P.O. Box 23814
JU N' 2 0 2000 Tigard, Oregon 97281
Test Methods:
AS TM i"I C 172/G 1231 /C39/C31 /C 1064 /C 1 4:T i - hone (503) 684 - 3460
': _ — FAX # 684 -0954
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Date Molded: 06/08 00 - f000440a-- - - -- . 0 - (1001
20 Job No. Permit o:
Client:
SPUCHT DEVELOPMENT INC -. BOB BURNS
Project: TIGARD CORPORATE CENTER PARKING STRUCTURE
12125 SW 69TH TIGARD OR
Address:
Contractor: X Sub Contractor:
ROSS ISLAND SAND & GRAVEL 216 V186029
Concrete Supplier: Truck No. Ticket No.
Cast By: D . V J G K Cu. Yds. 11 OF •; 3 Load No 1
CLOUDY 6
Weather: Temp. High: Temp. Low:
WAI..LS 9 LINE D TO E, 1 LINE A TO F. TEST A f WALL FOUNDATION
Location of Placement:
BETWEEN 4 AND 5 A .LINE
2:20 71.
Test Time: Concrete Temp:
3500 28 4 1/2" I
Strength Requirement: PSI @ days Slump Cement Type
3510B
Mix NoJNo. Sacks Air Content Max. Aggregate
Admix. Amount Brand: _ Admix. Amount: Brand:
Set Test@ Register Date Date Total Area Unit Report Tested
rea
No. Days Number Recd Test Load PSI No. By
II - /' 2461 06/09 06/15 92,800 28.27 3280 AF
28 2461 06/09 07/06
28 2461 06/09 07/06
HOLD 2461 06/09 -
Remarks: '- -
cc: LRS ARCHITECTS
CITY OF TIGARD _ � %'''
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Reviewed by:
Main Office Salem Office Bend Office
P.O. Box 23814 4060 Hudson Ave., NE P.O. Box 7918
Tigard, Oregon 97281 Salem, OR 97301 Bend, OR 97708
Carlson Testing Inc • Phone (503) 684 -3460 Phone (503) 589 -1252
FAX (503) 589 -1309 Phone (541) 330 9155
FAX (503) 684 -0954 FAX (541) 330 -9163
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June 16, 2000 ED
T0004403.CTI I JUN 2 0 20Q
Permit No. BUP2000 -00012
BY:
FIELD INSPECTION REPORT
DATES COVERED: June 15, 2000
PROJECT: Tigard Corporate Center Parking Structure
ADDRESS: 12125 SW 69th — Tigard, OR
INSPECTOR: K. Thrall COP#657, WABO #THR545689, OBOA #347
06- 15 -00: CTI representative was onsite and inspected rebar in slab on grade at D -G/1 -9 first
floor and end shear wall first floor to second floor at 3 /C -E for compliance to City approved
plans. All grade, size, and placement met City approved plans. Observed placement and
vibration of (175) cubic yards of Ross Island mix #3510AVR 3500 psi concrete in slab, shear
wall not poured. Two sets of test cylinders were cast with slump of 5" and temperature of 77 °F.
Our reports pertain to the materials inspected /tested only. Information contained herein is not to
be reproduced, except in full, without prior authorization from this office.
If there are any further questions regarding this matter, please do not hesitate to contact this
office.
Respectfully submitted,
ARLSO:TESTING, I 4 .
' . Y . - r
CHIEF EXECUTIVE OFFICER
Douglas W. Leach
Chief Executive Officer
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cc: Specht Development, Inc. — Bob Bums
LRS Architects
City of Tigard
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