Report (756) o Consfr u cfiorr Inspection L+ Related - Pests
a��so�1 7C`esting Inc. Geoteclrnical Consulting
RECEIVED
ZEPORT OF 1. ? CONCI�I l F . TEST SPECIMENS AUG 0 7 2000
P.O. Box 23814
A ' -'TM C.112/C1231/C39/ 3 ---- _.R�. Tigard, Oregon 97281
rest Methods: • BY -- -- -- • - - -._ ne (503) 684 -3460
FAX # 684 -0954
Date Molded: 06/30 20 0C) Job No. T0004403 ermit No: BUP2000-- 0)C.It' -� l FAX
Client: SI'ECH1 DEVELOPMENT INC - BOB BURNS
Project: TIGARD CORPORATE CENTER PARKING STRUCTURE
Address:
12125 SW 69TH TIGARD OR
Contractor: )C Sub Contractor:
Concrete Supplier: ROSS ISLAND SAND & GRAVEL Truck No. 93 T188131
Ticket No.
Cast By:
C . STASCH /T. KORNOWSK I Cu. Yds. 212 OF 270 Load N 20
SUNNY 73
Weather: Temp. High: Temp. Low:
POST TENSION SLAB POUR *2 BETWEEN 3.5 TO 9, A TO C AND D TO G
Location of Placement:
6.5 TO 9 L1NE. TEST AT D.5/5
11:25 84
Test Time: Concrete Temp:
5000 28 5 1/2" I
Strength Requirement: PSI @ days Slump Cement Type
5031B 3 / 4 "
Mix No- /No. Sacks Air Content Max. Aggregate
WATER REDUCER I'01- .YHEED
Admix. Amount: Brand: _ Admix. Amount: Brand:
Set Test@ Register Date Date Total A Unit Report Tested
Area No. Days Number Rec'd Test Load PSI No. By
5 FC 3 3188 07/01 07/03 96,580 28.25 3420 MS
28 3188 07/01 07/28 134,750 28.27 4770 MS
Remarks:
c:: r.: I_RS ARCIII FECTS
CITY Y 01= TIGARD .
VLi'1K
Reviewed by:
m c+ „,tru Inspection 6 Related Tests
1es i
Carlson n g, E�
I I RECF f Geotechnicat Consulting
AUG 0 7 2000
J,;<1 CONCRE I F:
- EPORT OF TEST SPECIMENS P.O. Box 23814
Ac,11f C1' 72/C1231/C39/C31/C. 3 BY' Tigard, Oregon 97281
fest Methods: Phone (503) 684 -3460
FAX # 684 -0954
Date Molded: 06/30 20 00 Job No. T0004403 Permit No: RUP2000•••000 ( 2
client: SI'F.CIIT DEVELOPMENT INC _. BOB BURNS
Project: 11GARU CORPORATE CENTER PARKING STRUCTURE
1212.5 SW 69TH TIGARD OR
Address:
Contractor: x Sub Contractor:
Concrete supplier: ROSS ISLAND SAND & GRAVEL Truck No. 216 6 T188145
Ticket No.
Cast By: C; • STASCH /1 KORNOWSKI Cu. Yds. 252 OF 270 Load N o 4
SUNNY 75
Weather: Temp. High: Temp. Low:
POST TENSION SLAB POUR #2 BETWEEN 3.5 TO 9, A TO C AND D TO G
Location of Placement:
6.5 TO 9 LINE COLUMN D /8, D/9 AND SHEAR WALL ON 7 LINE. TEST AT F /6.
12 :40 75
Test Time: Concrete Temp:
5000 28 5” 1
Strength Requirement: PSI @ days Slump Cement Type
5031B 3/4"
Mix No./No. Sacks Air Content Max. Aggregate
WATER REDUCER POLYHEED
Admix. Amount: Brand Admix. Amount: Brand:
Set Test@ Register Date Date Total A Unit Report Tested
Area No. Days Number Rec'd Test Load PSI No. By
C, t:C 3 3187 07/01 07/03 98,390 28.25 3480 MS
28 3187 07/01 07/28 133,420 28.27 4720 MS
•
Remarks:
•
cc : I RS ARCH FECTS ....
C:1 I Y OF TIGARD .. .
VLMK
•
Reviewed by: