Report (742) Carlson Testing, Construction Inspection & Related Tests
ng, Inc. Geotechnical Consulting
i" ;c._ r.;11 VED
FiX12 CONCRETE i
REPORT OF TEST SPECIMENS ; JUN 1 2000 P.O. Box 23814
A` TM C1 72/C1231/C39/C31/C.1064/C14:3 1 Tigard, _ Oregon 97281
Test Methods:
- --P -1 ne 503 684 -3460
- ���"` -� -- r.�, �
i ;Y Y : �y FAX # 684 -0954
Date Molded: 06/02 20 00 Job No. T0004403 Perm' No: F31JP20C)O UI)(� �'!
Client: SI'F:CHT 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. 211 V185592
Ticket No.
Cast By: S • HER IGSTAD Cu. Yds. 11 Load No. OF 2
CLEAR 72
Weather: Temp. High: Temp. Low:
COLUMNS 1 (A -F), 2 (D -G), 3 (F -3G) AND 1ST 10' OF THE ELEVATOR
Location of Placement:
SHAFT AT GRID LINE A9.
1:37 75
Test Time: Concrete Temp:
5000 28 5 1/2"
Strength Requirement: PSI @ days Slump Cement Type
5031E
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 2328 06/03 06/09 160,070 28.25 5670 WR
28 2328 06/03 06/30
28 2328 06/03 06/30
HOLD 2328 06/03
Remarks:
cc: LRS ARCHITECTS ,�' .r
CITY OF TIGARD ` i
VLMK '
Reviewedby: LABORATORY MANAGER
. .. . . .. . .. .. _ ___._ ..__r _..___• •..11 ...:•• n..• . n..•l n �n•in. f.nm lh, nEfil H.
C arlson Testing, Construction Inspection & Related Tats ng, Inc. Geotechnical Consulting
TZ._.A. : 1- :1 V V
EiX t 2 CONCRETE_. J UN 1 4
REPORT OF TEST SPECIMENS 200 � P.O. Box 23814
AS'TM C172/C1231/C39/C31/C.1064/C14:3 I Tigard, Oregon 97281
Test Methods: ; Phone (503) 684 -3460
BY: I FAX # 684 -0954
Date Molded: 11J/ 1 1 20 00 Job No. T0004403 Permit No: BI�P200Ci• •00017.
Client: SI'E.C:H1 DEVELOPMENT INC - BOB BURNS
Project: T GARI) CORPORATE CENTER PARKING STRUCTURE
Address
12125 SW 69TH T.IGARD OR
Contractor: X Sub Contractor:
Concrete Supplier: ROSS ISLAND SAND & GRAVEL. Truck No. 207 V183727
Ticket No.
Cast By:
C . S1 ASCFI Cu. Yds.
11 OF '.,5 Load No.
OVERCAST
Weather:. Temp. High: Temp. Low:
FOOTINGS BETWEEN 6 TO 9 AND A TO D LINE
Location of Placement:
10 :30 59
Test Time: Concrete Temp:
3000 28 4 1/2" I
Strength Requirement: PSI @ days Slump Cement Type
300013 3/4"
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 1663 05/12 05/18 92,000 28.25 3260 AF
28 1663 05/12 06/08 141,930 28.27 5020 WR
28 1663 05/12 06/08 140,130 28.27 4960 WR
,
28 1663 05/12 06/08 143,740 28.27 5080 WR
Remarks:
cc : LRS ARCHITECTS / '�
CITY OF TIGARD /7-.'''
r , �� '
VI..MK
Reviewed by: 1.ARORATORV MANAGER
. . . . .. . . .. , .... .:_ ... ...:.. ... ,,•ti • .. �..., •► ..K�o
Carlson Testing, Construction Inspection & Related Tests
ng, Inc. Geotechnical Consulting
r CE
REPORT O FIIX 1 r CONCRETE TEST SPECIMENS JUN 14 2000
P.O. Box 23814
ASTM C172/C1231/C39/C31/C1064/C14:31 Tigard, Oregon 97281
Test Methods: I L1F: Phone (503) 684 -3460
FAX # 684 -0954
Date Molded:
05/11 1 20 00 Job No. Permit Permit No: BUP2000 -- 0(1012
Client:
SP['C11T DEVELOPMENT INC - BOB BURNS
Project: TIGARD CORPORATE CENTER PARKING STRUCTURE
1.21 SW 69TH TIGARD OR
Address:
Contractor: ),' Sub Contractor:
Concrete Supplier: ROSS ISLAND SAND & GRAVEL Truck No. 208 Ticket No. V 1831'4 7
Cast By: C . STASCH Cu. Yds. 11 OF 115 Load No.
OVERCAST
Weather: Temp. High: Temp. Low:
FOOTINGS BETWEEN 6 TO 9 AND A TO D LINE
Location of Placement:
11 : 3 3 63
Test Time: Concrete Temp:
3000 28 1
Strength Requirement: PSI @ days Slump4 It Cement Type
3000B 3/4"
Mix No/No. 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
I1 7 1662 05/12 05/18 88,790 28.25 3140 AF
28 1662 05/12 06/08 147,800 28.27 5230 WR
28 1662 05/12 06/08 147,030 28.27 5200 WR
28 1662 05/12 06/08 146,980 28.27 5200 WR
Remarks:
cc: L..RS ARCHITECTS /
C 1TY OF TIGARD � ,t---
VLMK (.'
LAPC)r'nTORY MANAGER
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
FAX (503) 684 -0954 Phone (503) 589 -1252 Phone (541) 330 -9155
FAX (503) 589 1309 FAX (541) 330 -9163
June 12, 2000 RE�''FI'�TFD
T0004403.CTI
Permit No. BUP2000 -00012 JUN 1 4 2 000
FIELD INSPECTION REPORT BY:
DATES COVERED: June 8, 2000
PROJECT: Tigard Corporate Center Parking Structure
ADDRESS: 12125 SW 69th, Tigard, OR
INSPECTOR: D. Vick COP#722, OBOA#424
06- 08 -00: CTI representative was onsite to test and sample concrete placed in foundation walls
at these locations: A/4 -5, 1 /A -F, and 9 /D -E. A 3500 psi concrete mix #3510B was placed by
pump and consolidated by vibrator. Monitored placement of (33) yards. Cast one set of (4)
6x12 samples. Placement and concrete were in compliance with approved plans and
specifications. Inspected rebar in wall at D/3 -7, from first to second level. Rebar appeared per
approved plans and specifications.
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.
ii)
Respectfully submitted,
CARLS 04 TESTING, I i . .
! p
CHIEF EXECUTIVE OFFICER
Douglas W. Leach
Chief Executive Officer
DV /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
June 12, 2000
T0004403.CTI RECEIVED -
Permit No. BUP2000 -00012
JUN 14 2000
FIELD INSPECTION REPORT
BY:
DATES COVERED: June 9, 2000
PROJECT: Tigard Corporate Center Parking Structure
ADDRESS: 12125 SW 69th — Tigard, OR
INSPECTOR: PG Sanetra COP#686, OBOA #311
06- 09 -00: CTI representative was onsite and observed placement of (75) yards of Ross Island concrete
mix #3510B. Reviewed sheet S1 details and schedules. All reinforcing as per drawings. Inspected
reinforcing for wall G/1 -3, footing F /4, and continuous wall G/3 -5. Placed concrete for wall D/3 -7, wall
N1-3, wall G/1 -3, footing F /4, and continuous footing for wall G/3 -5. One set of (4) cylinders was cast
with air temperature of 55 °, concrete temperature of 55 °, and slump of 4 ".
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 CARLSO TESTING, I
CHIEF EXECUTIVE OFFICER
Douglas W. Leach
Chief Executive Officer
PGS/Ijm
cc: Specht Development, Inc. — Bob Bums
LRS Architects
City of Tigard
VLMK