Report (732) Carlson Testing, Construction Inspection & Related Tests
ng, Inc. Geotechnical Consultin3
KEG IT,TVED tti Oc x> - ci ° L
REPORT OF1I X 12 CONCRETE TEST SPECIMENS
MAY `4 j 2000 P.O. Box 23814
ASTM C 172/C 1231 /C39/C31 /C 10641 C 143 Tigard, Oregon 97281
Test Methods: Phone (503) 684 -3460
BY _ _ FAX # 684 -0954
Date Molded:
05/11 20 00 Job No. TCUU44U i Permit No: BUI'2000
Client: St'ECH F 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. 207 Ticket No. V 1 83727
Cast By: C . STASCH Cu. Yds. 11 OF 55 Load No
OVERCAST
Weather: Temp. High: Temp. Low:
EOOTINGS 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
3000B 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
i 7 1663 05/12 05/18 92,000 28.25 3260 AF
28 1663 05/12 06/08
28 1663 05/12 06/08
HOLD 1663 05/12
Remarks:
cc: LRS ARCHITECTS A7
C 1 TY OF TIGARD yi,;:z `�� /!�
Reviewed by:'
t_glit,Ki.T)RY MANAGER
. . .. . .. _. _ .. _ _... -.: -.. .--....:....A 1,......;., ;....r..., tir. evil .rorl ovront in fotll withnut nrinr authorization from thls office.
Carlson Testing, Construction Inspection & Related Tests
ng, Inc. Geotechnical Consulting
E;X1l_ CONCRETE RE' CF.TVED
REPORT OF TEST SPECIMENS
MAY 2 3 2000 P.O. Box 23814
Tigard, Oregon 97281
Test Methods: ASTM C172/C123.1/C39/C31/C1064/C143 Phone(503)684 - 3460
B Y FAX # 684 -0954
Date Molded: 05/11 20 00 ,lob No. T0004403 •
Permit N o: - UUO I
Client: SF'ECHT 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. 208 V183747
Ticket No.
Cast By: C . STASCH Cu. Yds. 11 OF 115 Load Not I
OVERCAST
Weather: Temp. High: Temp. Low:
FOOTINGS BETWEEN 6 TO 9 AND A TO D LINE
Location of Placement:
11 :33 63
Test Time: Concrete Temp:
3000 28 I
Strength Requirement: PSI @ days Slump4.. Cement Type
3000B 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 1.. - 7 1662 05/12 05/18 88,790 28.25 3140 AF
28 1662 05/12 06/08
28 1662 05/12 06/08
HOLD 1662 05/12
Remarks: 11
cc: LRS ARCHITECTS �j�
CITY OF TIGARD /'/.. i""
VI .MK
/ '
LABORATORY MANAGER
Reviewed by:
. . . _ -... .- •- - -.: -_ _ _• . _.• •. • • • • hn ....n•l . nn f in fhdl withnsa nrinr authorization from this office.
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) 89 -130 Phone (541) 330 -9155
FAX (503) 684-0954 FAX (503) 589 1309 FAX (541) 330 -9163
May 18, 2000 RED''T'T \
T0004403.CTI MAY 2 a ?000
Permit No. BUP2000 -00012
INSPECTION REPORT BY: _ - - - --
DATES COVERED: May 16, 2000
PROJECT: Tigard Corporate Center Parking Structure
ADDRESS: 12125 SW 69th, Tigard, OR
INSPECTOR: C.M. Yuckert COP#416, WABO #YUC485919, OBOA #387
05- 16 -00: As requested by Fred of Baugh Construction, this CTI representative visited the job
site to observe and document epoxying as follows:
1. Grid line 1/A -B.4 at footing, #5 rebar at 24" on center, 4" embedment into 5/8" diameter
clean holes.
2. Grid line 1/B.4 and 2/B at footing, level 3, #6 rebar with 8" embedment into 7/8" diameter
clean holes.
3. Grid line 1/B at footing, level 6, #7 rebar with 12" embedment into 1" diameter clean holes.
Hilti Hy -150 epoxy was utilized per ICBO #E5193.
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,
CARLS• TESTING, C . 19
= T. , J „,,...,...
”; - EF EXECUTIVE OFPCFP
Douglas W. Leach
Chief Executive Officer
CMY /sab
cc: Specht Development, Inc. — Bob Burns
LRS Architects
City of Tigard
VLMK