Report (748) 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
FAX (503) 684 -0954 Phone (503) 589 -1252 Phone (541) 330 -9155
FAX (503) 589 -1309 FAX (541) 330 -9163
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June 13, 2000
T0004403. CTI
Permit No. BUP2006
REC'ETVED
FIELD INSPECTION REPORT JUN 1 5 2000
DATES COVERED: June 12, 2000
BY:
PROJECT: Tigard Corporate Center Parking Structure
ADDRESS: 12125 SW 69th — Tigard, OR
INSPECTOR: D. Vick COP#722, OBOA#424
06- 12 -00: CTI representative was onsite and inspected rebar in wall at 9 /D -G and columns 4E, 4F, 4G, and
5E. A 5000 psi concrete mix #5031B was placed by bucket and consolidated by vibrator. Monitored
placement of (11) yards. Cast one set of (4) 6x12 samples. Rebar, placement and concrete were in
accordance with approved plan and specifications.
Inspected rebar in slab on grade between 9- 3 /A -D. Rebar per approved plans and specifications. Rebar will
be dobied prior to placement. Column block outs incomplete at this time.
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,
i.
Y' F ARLSO;9 ESTING, 1
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CHIEF EXECUTIVE OFFICER
Douglas W. Leach
Chief Executive Officer
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LRS Architects
City of Tigard
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. Construction Inspection & Related Tests
Carlson Testing, Inc. Geotechnical Consulting
REPORT OF 6X 12 C:ONCRF..1 E TEST SPECIMENS RECEIVED
P.O. Box 23814
ASTM 0172 /C12:31/C39/C31/C1064/C14 :3 JUN 1 5 2000 Tigard, Oregon 97281
Test Methods: Phone (503) 684 -3460
FAX # 684 -0954
2'.15/15 20 00 Job No. T000440'3 BY- � BU - 00012
Date Molded: .
Client: SI'ECl-17 DEVELOPMENT INC -• ROB BURNS
Project: TIGARD CORPORATE CENTER PARKING STRUCTURE
12125 SW 69TH TIGARD OR
Address:
Contractor: X Sub Contractor:
Concrete Supplier: ROSS ISLAND SAND & GRAVEL Truck No. 212 Ticket No. A184001
D. V.ICK 1:31 OF 247 13
Cast By: Cu. Yds. Load No.
SUNNY 56
Weather: Temp. High: Temp. Low:
CRANE FOOTING, SPREAD FOOTINGS 313, 413, 5F, 6F, CONTINUOUS
Location of Placement:
FOOTINGS D LINE 3 1T0 7, 9 LINE F TO G, G LINE 5 70 9 AND STRAP BEAMS 5-F TO G
G-I TO G. 11:30 69
Test Time: Concrete Temp:
3000 28 4 1/4" 1 & 11
Strength Requirement: PSI @ days Slump Cement Type
300013
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 Rec'd Test Load PSI No. By
II 7 1781 05/16 05/22 86,100 28.26 .3050 WR
• 14 1781 05/16 05/29 116,320 28.26 4120 WR
28 1781 05/16 06/12 139,740 28.26 4940 WR
28 1781 05/16 06/12 135,120 28.26 4780 WR
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• Construction Inspection & Related Tests
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REPORT OF f.,X 1 ! CONCRETE
F.. TEST SPECIMENS RECEIVED
P.O. Box 23814
Test Methods:
AS one 03
TM 0172 /C12331/C39/C31/C1064/c14 JUN 1 5 201U1 Pfo
FAX # 684 -0954
Date Molded: 115 15 , 20 00 Job No. T0004403 BY. . RUP200 ) - 0001
Client: SI'ECHI DEVELOPMENT INC -• BOB BURNS
Project: TIGARD CORPORATE CENTER PARKING STRUCTURE
12125 SW 69TH TIGARI) OR
Address:
Contractor: x Sub Contractor:
Concrete Supplier: ROSS ISLAND SAND & GRAVEL 93 No. 9 i Ticket No. V..183929
D. V.ICK 75 OF 247 7
Cast By: Cu. Yds. Load No.
CLOUDY 55
Weather: Temp. High: Temp. Low:
CRANE FOOTING, SPREAD FOOTINGS 311, 40, 5F, 6F, CONTINUOUS
Location of Placement:
FOOTINGS D LINE 3 TO 7, 9 LINE F TO G, G LINE 5 TO 9 AND STRAP REAMS 5 -F TO G
G -F TO G. 10:50 69
Test Time: Concrete Temp:
3000 28 4" I
Strength Requirement: PSI @ days Slump Cement Type
30001
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 Rec'd Test Load PSI No. By
1 7 1782 05/16 05/22 101,280 28.26 3580 WR
14 1782 05/16 05/29 130,260 28.27 4610 WR
28 1782 05/16 06/12 148,290 28.26 5250 WR
28 1782 05/16 • 06/12 149,700 28.26 5300 WR
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REPORT OF 6X 12 CONCRF..1 F' TEST SPECIMENS RECEIVED
P.O. Box 23814
ASTM C172/C1231/C39/C31/C1064/1143 JUN 1 5 2000 Tigard, Oregon 97281
Test Methods: Phone (503) 684 -3460
FAX # 684 -0954
Date Molded: 05/ 15 20 U0 Job No. TO0O4403By: : BUP2000 •0001
Client: SI'E.CHT DEVELOPMENT INC -• 00B BURNS
Project: TIGARD CORPORATE CENTER PARKING STRUCTURE
12125 SW 69TH TIGARD OR
Address:
Contractor: X Sub Contractor:
ROSS ISLAND SAND & GRAVEL 75 A184016
Concrete Supplier: Truck No. Ticket No.
D.VICK 222 OF 247 22
Cast By: Cu. Yds. . Load No.
SUNNY 63
Weather: Temp. High: Temp. Low:
CRANE FOOTING, SPREAD FOOTINGS 313, 413, 51, 6E, CONTINUOUS
Location of Placement:
FOOTINGS D 1..1NE 3 .1..0 7, 9 LINE F TO G, 0 LINE 5 TO 9 AND STRAP BEAMS 5—F TO 0
6 —F TO G. 1: 00 69
Test Time: Concrete Temp:
3000 28 4" 1 & I
Strength Requirement: PSI CO days Slump Cement Type
300013
Mix NoJNo. 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
III 7 1783 05/16 05/22 90,840 28.26 3210 WR
14 1783 05/16 05/29 121,920 28.26 4310 WR
28 1783 05/16 06/12 135,350 28.13 4810 WR
28 1783 05/16 06/12 137,910 28.13 4900 WR
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Reviewed by:
• Construction Inspection & Related Tests
Carlson Testing, Inc. Geotechnical Consulting
6 F.. 1 2 CONCR LE:
REPORT OF TEST SPECIMENS
JUN 1 5 2000 P.O. Box 23814
ASTM C172/C1 Tigard, Oregon 97281
Test Methods: Phone (503) 684 -3460
BY: FAX # 684 -0954
Date Molded: 06/05 20 00 Job No. T0004403 Permit No: B ut'l1t13 -00012
Client: SI'F.CH1 DE_.VEL01'MENT INC - BOB BURNS
Project: TIGARD CORPORATE CENTER PARKING STRUCTURE_.
1212.5 SW 69TH TIGARD OR
Address:
Contractor: X Sub Contractor:
Concrete Supplier: ROSS ISLAND SAND & GRAVEL Truck No. 2 1 2 T185703
Ticket No.
Cast By: D . V T C K Cu. Yds. 1 1 OF :i 5 Load No. 1
ET"_a'L: )Y
Weather:. Temp. High: Temp. Low:
BASEMENT WALL A LINE:.. 5 TO 9, 9 LINE A TO 0. TEST AI' BASEMENT
Location of Placement:
WALT.. BETWEEN 4 AND 5 A LINE .
1 :50 74
Test Time: Concrete Temp:
3500 28 4" 1
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 A Unit Report Tested
rea
No. Days Number Rec'd Test Load PSI No. By
7 2376 06/06 06/12 97,540 28.26 3450 WR
28 2376 06/06 07/03
28 2376 06/06 07/03
HOLD 2376 06/06
Remarks: 1
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