Report (757) 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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May 22, 2000
T0004403. CTI
Permit No. BUP2000 -0 - RECF" I TED
INSPECTION REPORT MAY 2 4 2000
DATES COVERED: May 19, 2000 BY.
PROJECT: Tigard Corporate Center Parking Structure
ADDRESS: 12125 SW 69th — Tigard, OR
INSPECTOR: M. Larson, COP #625
05- 19 -00: Checked rebar cages for the parking garage in the following areas. Cages were not in place
at this time. C9, A8, B.5/9, C8, B8, A7, C6, G7, D8, A4, A5, A6, B5, C5 and boundary elements C7 and
E7. Rebar in these cages were to plans and specifications. Adequate rebar lap and clearances should
be checked again before pour. No concrete poured, no tests taken.
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.
-spectfully submitted,
RLSON STING, INC
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CHIEF EXECUTIVE OFFICER
Douglas W. Leach
Chief Executive Officer
ML:eam
cc: Specht Development, Inc. — Bob Burns
LRS Architects
City of Tigard
VLMK
Main Office Salem Office Bend Office
P.O. Box 23814 4060 Hudson Ave., NE P.O. Box 7918
Inc. Tigard, Oregon 97281 Salem, OR 97301 Bend, OR 97708
Carlson Testing c Phone (503) 684-3460
FAX (503) 684-0954 Phone (503) 589 -1252 Phone (541) 330 -9155
FAX (503) 589 1309 FAX (541) 330 -9163
May 44 0 3.0 TI RECFIVED
T000443.0
Permit No. BUP2000 -00012 MAY 2 4 2000
INSPECTION REPORT BY
DATES COVERED: May 17, 2000
PROJECT: Tigard Corporate Center Parking Structure
ADDRESS: 12125 SW 69th, Tigard, OR
INSPECTOR: J. Bryant COP#586, OBOA #137, WABO#BRY523915
05- 17 -00: Inspected rebar placed at Building A roof deck pad and curbs, parking structure
elevator shaft walls, footing pads line 2 @ B through F, footings, line G from 1 to 3, line lfrom A
to F and line A from 1 to 4. All rebar was placed, in compliance with approved plans.
Monitored the pouring of 20 cubic yards concrete, Ross Island mix 3510B at parking structure
roof deck pad and curbs and Building A elevator shaft walls. Monitored the pouring of 80 cubic
yards concrete, Ross Island mix 3010B at continuous footings listed above.
One set of test cylinders was molded for each mix poured.
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)
CARLSON TESTING, Li
P . - f
1. _,.,..,; 4 ,
CHIEF EXEC1!T!VE OFFICER
Douglas W. Leach
Chief Executive Officer
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cc: Specht Development, Inc. — Bob Burns
LRS Architects
City of Tigard
VLMK