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RECEIVED
GOOD / i e0 L`�(i 3 1 ZQ7O Bend Office (541)3 330-9155
/�✓ Inc. Geotechnical Office (503) 601-8250
Carlson Testing, ICITY i DIVISION
Eugene Office (541) 345-0289
• ^ 1'1 f N!r DIVISIOi�! Salem Office (541) 345-1289
Tigard Office (503) 684-3460
REPORT OF 4 X 8 CONCRETE CYLINDRICAL TEST SPECIMENS
Test Methods: ASTM C39/C172/C1064/C31/C143/C231/C12,31
Date Molded: 07/26/2017 Date Received: 07/27/2017 Job Number: T1702294.
Permit#: BUP2017-00054
Client: CARING CLOSET @ TIGARD HIGH SCHOOL - ROSE MONEY
Project: CARING CLOSET ADDITION @ TIGARD HIGH SCHOOL
Address:9000 SW DURHAM RD TIGARD OR Jurisdiction: TIGARD
Contractor: CATALYST PARTNERSHIPS - SHAWN MITCHELL
Subcontractor: Cast By: N. GORDON
Concrete Supplier: WILSONVILLE CONCRETE PRODUCTS
Truck#: 72 Load#: 1 Ticket#: W-198750
Weather: SUNNY Test Time: 12:40 Air Temp.at Sampling Time: 79
Cylinders were cast for the following locations:
FOOTING - PAD FOR NEW BATHROOM AND LAUNDRY
Total Concrete Placement Location:
FOOTING - PAD FOR NEW BATHROOM AND LAUNDRY
Strength Requirement: 3500 psi fc@ 28 Days Slump: 5.00" %Air: 1.5%
Mix Number: 406401W Concrete Temp: 83 Max Agg: 3/4
Admix/Amt: WRA Cubic Yards: 8/8
Register Number: 00136580 Lab Location: TIGARD
Curing: High **
Low **
Set Test @ Test Total Avg Area Unit Type Of Cap Tested
No. Days Date Load Diameter PSI Fracture Type By
I 7 08/02/2017 42830 4 .01 12.62 3390 2 PAD 60 MBO
28 08/23/2017 68560 4 . 00 12.56 5460 2 PAD 60 MBO
28 08/23/2017 69330 4 . 00 12.56 5520 5 PAD 60 MBO
28 08/23/2017 66610 4.00 12.56 5300 5 PAD 60 MBO
Distribute attachments. Average fc @ 28 days 5430
Please see reverse side for additional information.
r
Job Number: T1702294. Register Number: 00136580 Date Molded: 07/26/2017
Project: CARING CLOSET ADDITION @ TIGARD HIGH SCHOOL
<1 in.[25 mm]
)\\\ r4 iel
Type 1 Type 2 Type 3
Reasonable well-formed Well-Formed cone on one Columnar vertical cracking
cones on both ends,less end,vertical cracks running through both ends,no
than I in.[25 mm]of through caps,no well-defined well-formed cones
cracking through caps cone on other end
Li
7
Type 4 Type 5 Type 6
Diagonal fracture with Side fractures at top or Similar to Type 5 but
no crackingthrough bottom(occur commonly end of cylinder is pointed
ends;tap with hammer to with unbonded caps)
distinguish from Type I
** Not measured - Departure from ASTM C31 standard
Remarks:
CC:• CARING CLOSET @ TIGARD HIGH SCHOOL - ROSE MONEY RMONEY@TTSO.K12.OR.US
CITY OF TIGARD BUILDING DIVISION - WALTER 'CHIP' BARNETT FINAL/NCL ONLY
WDY INC - DALE DILORETO DALE@WDYI.COM
SCOTT/EDWARDS ARCHITECTURE LLP - SID SCOTT SID@SEAL LP.COM
CATALYST PARTNERSHIPS - SHAWN MITCHELL SHAWN@CATALYSTNW.ORG
TIGARD-TUALATIN SCHOOL DISTRICT #23J - PHIL WENTZ PWENTZ@Tr5D.K12.OR.US
Project Manager: Neil Shannon Reviewed By: Greg Leeper On 08/24/2017
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