Report (750) • Construction Inspection & Related Tests
Carlson Testing, Inc. Geotechnical Consulting
FU X 1
REPORT OF' ('X 1 2 CONCRETE TEST SPECIMENS
JUN 0 7 2000 P.O. Box 23814
ASIM C172/C1231/C39/C31/C1064/C)43 Tigard, Oregon 97281
Test Methods: . FAX Phone (503) # 68 684 4 -095
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Date Molded: 05/26 20 00 Job No. 1 0004403 Permit o : t IU ecnr( )(.)41 2
Client:
Si'L.CHT DEVELOPMENT INC -- BOB 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. 215 T)85187
Ticket No.
K. THRALL.. 8 OF 8
1
Cast By: Cu. Yds. Load No.
CLOUDY 79
Weather: Temp. High: Temp. Low:
COLUMN 3F , 6E , 7E , 8I:::F AND 9EF
Location of Placement:
2 : 00 78
Test Time: Concrete Temp:
5000 28 4" 1
Strength Requirement: PSI @ days Slump Cement Type
503113
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
7 2187 05/31 06/02 115,870 28.26 4100 AF
28 2187 05/31 06/23
28 2187 05/31 06/23
HOLD 2187 05/31 ,
Remarks:
cc : I .RS ARCHITECTS �:!< , ',
C1TY OF TIGARD �. •
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Reviewed by:
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. Construction Inspection & Related Tests
Carlson Testing, Inc. 6 _ mil ,uCir,u1m7 Geotechnical Consulting
REPORT 0F 6XI 2 CONCISE IF.. TEST SPECIMENS JUN 0 7 200
P.O. Box 23814
A`•;TM B�'
C. Tigard, Oregon 97281
Test Methods: : Phone (503) 684 -3460
FAX # 684 -0954
115/25 20 00 Job No. T0004403 Permit No: BIJP2000- 00012
Date Molded:
Client:
SI'F.c:I-1I DEVELOPMENT INC -- BOB BURNS
Project: T I GARI) CORPORATE CENTER PARKING STRUCTURE
12125 SW 69TH TIGARD OR
Address:
Contractor: X Sub Contractor:
Concrete Supplier: ROSS ISLAND SAND & GRAVEL Truck No. 210 T18510
Ticket No.
T . KOR NOWSK I 22 OF 44
Cast By: Cu. Yds.
Load Nol
OVERCAST 67
Weather: Temp. High: Temp. Low:
FOOTINGS AT GRIDS E /6, 7, 8 AND 9, F/% ADN 8 AND F/3
Location of Placement:
3:01 7 8
Test Time: Concrete Temp:
3000 28 4
Strength Requirement: PSI ® days Slump Cement Type
30108
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
I 'I. 7 2122 05/26 06/01 65,160 28.27 2300 WR,
28 2122 05/26 06/22
28 2122 05/26 06/22
HOLD 2122 05/26
Remarks: `
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Reviewed by: — v A ' '' c- r F1
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Carlson Testing, Inc. Construction Inspection & Related Tests
Geotechnical Consulting
6:02 CONCRETE Er AT
R TED 1
REPORT OF
TEST SPECIMENS JUN 0 7 2000 I P.O. Box 23814
ASTM C172/C1231/C3 Tigard
9/C31/C1064/C143 , Oregon 97281
Test Methods: Phone (503) 684-3460
BY: FAX # 684-0954
Date Molded:
05/25 , 20 Job No.
00 T0004403 ------- illiel)001 '■!
Permit No:
Client: SVECHT DEVELOPMENT INC - BOB BURNS
Project: TIGARD CORPORATE CENTER PARKING STRUCTURE
12125 SW 69TH TIGARD OR
Address:
Contractor: Sub Contractor:
ROSS ISLAND SAND & GRAVEL 208 V185075
Concrete Supplier: Truck No. Ticket No.
C.STASCH 11
Load No.
Cast By: Cu. Yds.
OVERCAST
Weather: . Temp. High: Temp. Low:
COLUMNS D/8, D/9, F/8, F/9, G/8, G/9, 1/5, F/6, F/2, G/6, G/5,
Location of Placement:
G/7, G/2, G/3, E/1, E/2, D/1, 1)/2, C/1, 8/1 AND A/1,
1:16 73
Test Time: Concrete Temp:
5000 28 5" 1
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 Unit Report Tested
No. Days Number Recd Test Load Area PSI No. By
1 7 2126 05/26 06/01 147,080 28.25 5210 WR
. .
28 2126 05/26 06/22
28 2126 05/26 06/22
1101_0 2126 05/26
Remarks: --<'` ,-e-
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Reviewed by:
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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
June 5, 2000
T0004403.CTI R CT 'TVED
Permit No. BUP2000 -00012
JUN 0 7 2000
FIELD INSPECTION REPORT
BY:
DATES COVERED: June 2, 2000
PROJECT: Tigard Corporate Center Parking Structure
ADDRESS: 12125 SW 69th — Tigard, OR
INSPECTOR: S. Herigstad COP#745
06- 02 -00: CTI representative was onsite and observed the placement of (14) yards of Ross Island 5000
psi concrete mix #5031B for the columns at grid lines 2 /D -G, 1 /A -F, 3/F and 3/G (12) total and the first
10' of the elevator shaft. The concrete was placed by bucket and mechanically vibrated. One set of (4)
6x12 test cylinders was cast. The rebar was inspected by CTI prior to placing concrete.
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,
(e
' RLSON TESTING, IN
_ g ) ;:
D E EXECUTIVE OFFICER
Chief Executive Officer
SH /Ijm
cc: Specht Development, Inc. — Bob Burns
LRS Architects
City of Tigard
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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
June 5, 2000 RE(`FT \7FD
T0004403.CTI
Permit No. BUP2000 -00012 JUN 0 7 2000
INSPECTION REPORT BY:
DATES COVERED: May 31, 2000
PROJECT: Tigard Corporate Center Parking Structure
ADDRESS: 12125 SW 69th — Tigard, OR
INSPECTOR: S. Smith, COP #544
05- 31 -00: CTI visited the shop this date for inspection of two embeds. Visual exam performed
of (72 pc) MK1 -H. Visual exam disclosed work to conform to AWS D1.1 structural steel code
standard for weld quality and workmanship.
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.
C pectfully submitted,
RLSO TESTING, I
at4 c5c6441)
CHIEF EXECUTIVE OFFICER
Douglas W. Leach
Chief Executive Officer
SS:eam
cc: Specht Development, Inc. — Bob Burns
LRS Architects
City of Tigard
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