Report (758) 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, a Phone (503) 684 -3460
FAX (503) 684 -0954 Phone (503) 589 -1252 Phone (541) 330-9155
FAX (503) 589 1309 FAX (541) 330 -9163
iii" 41
May 23, 2000 RECEIV
T0004403.CTI MAY 2 5 2000
Permit No. BUP2000 -@
INSPECTION REPORT BY'
DATES COVERED: May 22, 2000
PROJECT: Tigard Corporate Center Parking Structure
ADDRESS: 12125 SW 69th, Tigard, OR
INSPECTOR: PG Sanetra COP#686, OBOA #311
J. Black COP#708, WABO #BLA644018, OBOA #392
05 -22 -00 (PG Sanetra): Reviewed sheet S2.1 and schedules for reinforcing for columns Al,
B1, C1, B2, B3, D4, C2, A2, and A3. Inspected standing column rebar for columns A8 -A4, B8-
B4, C8, and C6. All reinforcing as per plans and schedules. No samples — rebar only.
05 -22 -00 (J. Black): Observed rebar to be in general conformance with approved drawings as
follows:
• Column spread footings grids B/3 and C/4 & 5.
Observed and tested (23) cubic yards of Ross Island mix #3000B (3000 psi f c) placed by chute
at the above mentioned area for a 3000 psi specification. Cast one set of (4) cylinders. Slump
2 ' /z" (specifications = 0" to 5" for footings) and concrete temperature was 77 °. Concrete was
mechanically vibrated.
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,
- C�RLSON TESTING, IN
i
1
dot
Douglas W.'teach`
Chief Executive Officer
PGS /JB /Ijm
cc: Specht Development, Inc. — Bob Burns
LRS Architects
City of Tigard
VLMK
P: \ WORD \REPORTS \FIELD \T0004403. d oc
Carlson Testing, Construction Inspection & Related Tests
ng, Inc. RECEIVED
Geotechnical Consultin3
IVED
REPORT OF 1 ' 2 CONCRETE TEST SPECIMENS MAY 2 5 2000
P.O. Box 23814
AS TM C172/C1231/C39/C31/C1064/C143 I HY: Tigard, Oregon 97281
Test Methods: Phone (503) 6843460
FAX # 684 -0954
Date Molded: 05/15 20 00 ,lob No. T0004403 Permit No: BUP2000 -00012
Client: SPECHT DEVELOPMENT INC - BOB BURNS
Project: TIGARD CORPORATE CENTER PARKING STRUCTURE
Address: 12.125 SW 69TH TIGARD OR
Contractor: X Rub Contractor.
Concrete Supplier: ROSS ISLAND SAND & GRAVEL Truck No. 93 Ticket No. V 183929
Cast By: D . V I CK C u. Yds. 75 OF 247 Load No
CLOUDY 55
Weather: Temp. High: Temp. Low:
CRANE FOOTING, SPREAD FOOTINGS 38, 48, 5F, 6F, CONT
Location of Placement: -
FOOTINGS D LINE 3 TO 7, 9 LINE F TO G, G LINE 5 10 9 AND STRAP BEAMS 5 -F TO G
6" -F TO G 10:50 69
Test Time: Concrete Temp:
3000 28 4 1
Strength Requirement: PSI @ days Slump + Cement Type
30008 Max. Aggregate
Mix NoJNo. Sacks Air Content
Admix. Amount: Brand: — Admix. Amount: Brand:
Set Test@ Register Date Date Total Area Unit Report Tested
r
No. Days Number Rec'd Test Load PSI No. By
1 1 1782 05/16 05/22 101,280 28.26 3580 WR
14 1782 05/16 05/29
28 1782 05/16 06/12
28 1782 05/16 06/12
Remit T AT 82 FOOTING BETWEEN 8.5 AND E.5 AT 3 LINE.
cc : LRS ARCHITECTS / � f�"
CITY OF TIGARD �'-
VI..MK ��
LA!?C?R4TORY MANAGER
Reviewed by:
withoi d odor authorization from this office.
Carlson Testing, Construction Inspection &Related Tests
ng, Inc. Geotechnical Consulting
REPORT OF 1 2 CONCRETE TEST SPECIMENS MAY 2 5 2000 P.O. Box 23814
ASTM C172/C1231/C39/C31/C1064/C1 Tigard, Oregon 97281
Y . Phone (503) 684 -3460
Test Methods: FAX # 684 -0954
Date Molded:
05/15 , 20 00 ,lob No. T0004403 Permit No: BUP2000 -00012
Client: SPECHT 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. 212 Ticket No. A184001.
Cast By: D D . V 1 CK Cu. Yds. 131 OF 247 Load No1
SUNNY 56
Weather: Temp. High: Temp. Low:
CRANE FOOTING, SPREAD FOOTINGS 3B, 4B, 5F, 6F, CONTINUOUS
Location of Placement:
FOOTINGS D 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 Test Time: 6
Concrete Temp:
3000 28 days Slump 1/4" Cement Type
& I I
PSI Strength Requirement: y um p
3000B
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
11 7 1781 05/16 05/22 86,100 28.26 3050 WR
14 1781 05/16 05/29
28 1781 05/16 06/12
28 1781 05/16 06/12
Rem csg,,'T A f TOWER CRANE FOOTING / i ' �
cc: LRS ARCHITECTS
CITY OF TIGARD ���
/ ,
VI .MK
L<` P ' TOPY MANAGER
Reviewed by: • . . . . .. -. -- • ___. ., • • .. ti , .nn. roil of in fsdl withnut nrinr aidhnri7ation from this office.
A
Carlson Testing, Inc. ��'ce Inspection &Related Tests
MAY 5 200n Geotechnical Consultin
REPORT OF
X 12 CONCRETE TEST SPECIMENS
BY : P.O. Box 23814
AS C172/C1231/C39/C31/C1064/C143 Tigard, Oregon 97281
Test Methods: Phone (503) 684 -3460
FAX # 684 -0954
Date Molded:
05/15 20 00 ,lob No. T0004403 Permit No: BUP2000- 00012
Client: SPECIIT 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. A184016
Cast By: O . V I C K Cu. Yds. 222 0, 247 Load No 2
SUNNY 63
Weather: Temp. High: Temp. Low:
CRANE FOOTING, SPREAD FOOTINGS 38, 46, 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 G. 1 00 � 6 9
Test lime: Concrete Temp:
3000 11 PSI @ 28 days Slump Cement Typ & I I
Strength Requirement:
30008
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
Ili 7 1783 05/16 05/22 90,840 28.26 3210 WR
14 1783 05/16 05/29
28 1 05/16 06/12
28 1783 05/16 06/12
•
Rem 1 Al SPREAD FOOTING 5F , �
cc: LRS ARCHITECTS �/ ,�j'
CITY OF TIGARD G'
VI .MK
L.A'?OPATOPY MANAGI!
Reviewed by:
_ • e_ . -, _ ... ._....--....:.............i.. d hnrni.. ie ..nr rn ha ranrroinrarr avrant in fill withnid nrinr authorization from thls office.