Report (730) 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 Phone (541) 330 -9155
FAX (503) 684 -0954 FAX (503) 589 -1309 FAX (541) 330 -9163
c peLw— Z___
May 30, 2000 RECD IVED
T0004403.CTI
Permit No. BUP2000 JUN 0 2 2000
FIELD INSPECTION REPORT BY. .
DATES COVERED: May 25 and 26, 2000
PROJECT: Tigard Corporate Center Parking Structure
ADDRESS: 12125 SW 69th — Tigard, OR
INSPECTOR: C. Stasch COP#485, WABO#STA7637001, OBOA #331
K. Thrall COP #657, WABO #THR545689, OBOA #347
05 -25 -00 (C. Stasch): A 5000 psi concrete mix 5031B form Ross Island Sand and Gravel was placed in
columns D/8, 119, F /8, - F /9, G /8, G /9, F /5, F /6 FY2 — G /6, G /5, G17, G /2, G /3, E /1, E /2, D /1, D /2, C /1, B/1,
and A/1. All reinforcing was inspected prior to placement of concrete and it conformed to plans. All
concrete was pumped and vibrated. One set of (4) concrete test cylinders was cast.
05 -26 -00 (K. Thrall): At the request of Fred with Baugh Construction, inspected rebar in columns 3 /F,
6 /E, 7 /F, 8/E & F, 9/E & F, and wall at D/3 -7 basement —first floor first 12' lift. All rebar met City approved
plans for placement grade and size. Observed the placement of and vibration of (8) cubic yards of Ross
Island mix #5031 B, 5000 psi concrete to columns and second lift to columns 2 /A, B, & C and 3/A & B. One
Set of test cylinders was cast with slump of 4" and temperature of 78 °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,
7 '.
RLSON STING, IN
,1/4, ,4
,... ECt -`-1\1!:- FR,C R
Douglas W. Leach
Chief Executive Officer
CS /KT /Ijm
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
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
RECEIVED
May 31, 2000
T0004403.CTI JUN 0 2 2000
Permit No. BUP2000 -00012
BY:
INSPECTION REPORT
DATES COVERED: May 23 and 24, 2000
PROJECT: Tigard Corporate Center Parking Structure
ADDRESS: 12125 SW 69th — Tigard, OR
INSPECTOR: J. Black, OBOA #392 /P.G. Sanetra COP#686, OBOA #311
J. Black
05- 23 -00: Rebar for today's work checked prior to today. Observed and tested 16 cubic yards of Ross Island
mix #5031B (5000 psi fc) pumped into following location for a 5000 psi specification. Made one set of (4)
cylinders. Columns (first level) grid A at 2, 3, 4, 5, 6, 7, 8, grid B.5/9, grid B at 2, 3, 4, 5, 6, 7, 8 and 9 and grid
C at 2, 4, 5, 6, 8 and 9. Slump 3 3 /4" (specification 2" to 4 ") mix contains high range water reducer. Concrete
temperature 76 °F, concrete mechanically vibrated.
P.G. Sanetra
05- 24 -00: Checked sheet S2.1 and schedules for reinforcing for columns 1 -A, 1 -D, 1 -E, 1 -F, 2 -D, 2 -E, 2 -F, 2-
G, 3 -G, 5 -F, 5 -G, 6 -F, 6 -G, 7 -G, 8 -G, 9 -F and 9 -G. All reinforcing as per drawings and schedules, all first level.
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,
' RLSON: ESTING, INS
•
CHIEI- EXECUTIVE OFFICER
Douglas W. Leach
Chief Executive Officer
JB /PGS:eam
cc: Specht Development, Inc. — Bob Burns
LRS Architects
City of Tigard
VLMK
P:\ WORD \REPORTS\FI ELD \T0004403.doc
• Crmstzuction Inspection & Related Tests
Carlson Testing Inc. C WED Geotechnical Consulting
JUN 0 2 2000
REPORT OF fiX'12 CONCRETE TEST SPECIMENS
P.O. Box 23814
ASTM C172/C123.1/C39/C31/C1064/C143
BY: Tigard,Oregon97281
Test Methods: Phone (503) 684 - 3460
FAX # 684 -0954
Date Molded: t 15 , 20 00 Job No. T0004403 Permit No: BUP2000- -0()0
Client: SI'EC1I1 DEVELOPMENT INC - BOB BURNS
Project: TIGARD CORPORATE CENTER PARKING STRUCTURE
Address: 12125 SW 69TH TIGARD OR
Contractor: X Sub Contractor:
Concrete supplier: ROSS ISLAND SAND & GRAVEL T ruck No. 93 Ticket No. V 18392.9 •
D.V1CK
Cast By: Cu . Yds. 7 -' OF 247 4 7 Load No.
CLOUDY 55
Weather: Temp. High: Temp. Low:
CRANE FOOTING, SPREAD FOOTINGS 313, 4B, 5F, 6F, CONTINUOUS
Location of Placement:
FOOTINGS D LINE 3 TO 7, 9 LINE F TO G, G I..INE 5 [0 9 AND STRAP BEAMS 5 -F TO G
6-F TO G 10:50 Test Time: 6 9
Concrete Temp:
3000 PSI @ 28 days Slum 4" „ Cement Type
Strength Requirement: y p yp
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
1 7 1782 05/16 05/22 101,280 28.26 3580 WR
14 1782 05/16 05/29 130,260 2.8.2.7 4610 WR
28 1782 05/16 06/12
28 1782 05/16 06/12
i
Rem ` . T Al ' #2 FOOTING BETWEEN B . 5 AND E. 5 AT 3 LINE ' /::"
cc: I...RS ARCHITECTS ,.
CITY OF TIGARD �
VLMK Ge'
L_^ ^nr>PTpr:Y MANAGER
Reviewed by: • . _ ...... . _ _....,, ti., .. --- +...... + o' 111 u.ithn. 4 nrinr o. .thnri,atinn from thls office.
coon Inspection & Related Tests
Carlson Testing, Inc. �=�� ' Geotechnical Consulting
j U N U 2000
REPORT OF f:�X l /.. CONCRETE
F_. TEST SPECIMENS
113Y P.O. Box 23814
A `.iTM C172 /C12.31/C39/C31/C1064/C:14 Tigard, Oregon 97281
Test Methods: Phone (503) 684 -3460
FAX # 684 -0954
Date Molded: 05/15 , 20 00 Job No. T0004403 permit No: BUP2000 000 1 2.
Client: SPECFIT DEVELOPMENT INC - BOB BURNS
Project: TIGARD CORPORATE CENTER PARKING STRUCTURE
Address: 12125 SW 69TH TIGARD OR
Contractor: Sub Contractor.
Concrete Supplier: ROSS ISLAND SAND & GRAVEL Truck No. 212 Ticket No. A184001
D. V I CK 131 OF 247
Cast By: Cu. Yds. Load No . 3
SUNNY 56
Weather: Temp. High: Temp. Low:
CRANE FOOTING, SPREAD FOOTINGS 313, 4f3, 5F, 6F, CONTINUOUS
Location of Placement:
FOOTINGS U LINE 3 TO 7, 9 LINE F TO G, G LINE 5 .1..0 9 AND STRAP BEAMS 5 -F TO G
6 -F TO G 11 :30 69
Test Time: Concrete Temp:
3 0 0 0 P S I ® 28 days Slump Cement 1/4" Cement Typ & I I
Strength Requirement:
30006 Max. Aggregate
Mix NoJNo. Sacks Air Content
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
I.I 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
28 178.1 05/16 06/12
Rern fPiT AT TOWER CRANE FOOTING . , . ,--.
OOT I NG -�_
cc :
LRS ARCHITECTS f�
n r
cm I�Y OF TIGARD • .,/ ! "'
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Reviewed by: • . . • •. . ,. . __ ___._ .. . : • . • h .. ..n.1 ..4 1 in (nil wirhn,rt nrinr authorization from this office.
Construction Inspection & Related Tests
Carlson Testing, Inc. "~�'' Geotechnical Consulting
JUN 0 2 2000
REPORT OF TEST 12 CONCRETE TEST SPECIMENS P.O. Box 23814
Test Methods: ASTM 0172 /C12..31/C39/C31/C1064/C143 'L'1' Tigard, Oregon 97281
Phone (503) 684 -3460
FAX # 684 -0954
Date Molded:
05/15 20 00 Job No. T0004403 Permit No: BUP2000- •0001
Client: SE F CI DEVELOPMENT INC - BOB BURNS
Project: TIGARD CORPORATE CENTER PARKING STRUCTURE
Address: 12125 SW 69TH TIGARD OR
Contractor: X Sub Contractor:
Concrete supplier: ROSS ISLAND SAND & GRAVEL Truck No. 75 Ticket No. A 184016
D. V I C K 222 OF 247
Cast By: Cu. Yds. Load No? L
SUNNY 63
Weather: Temp. High: Temp. Low:
CRANE FOOTING, SPREAD FOOTINGS 313, 48, 5F, 6F, CONTINUOUS
Location of Placement:
FOOTINGS D LINE 3 TO 7, 9 LINE F TO G, G LINE 5 TO 9 AND STRAP BEAMS 5-F TO G
6-F TO Cr • 6 9
1 Test Time: i.li) Concrete Temp:
3000
Strength Requirement: PSI @ 28 4 days Slump Cement Typ & 1 I
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.I 7 1783 05/16 05/22 90,840 28.2.6 3210 WR
14 1783 05/16 05/29 121,920 28.2.6 4310 WR
28 1783 05/16 06/12
28 1783 05/16 06/12
Rern iV. 5. .T AT SPREAD FOOTING 5F "
cc : LRS ARCHITECTS '
CITY OF TIGARD / /'- ,/ . ---------_—
VLMK /
Reviewed by: +_. c. "., ^ T() M . N A G E R
_.. _ ._� _..__ _ • + • • hn .nn.n.inru.l tin fall wi�hrnd nri authorization from this office.