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REPORT OF 4 X 8 CONCRETE TEST SPECIMENS
Test Methods: ASTM C31/ C172 /C192/C39/C1064/C231/C143/C1231
Date Molded: 02/11/2009 Job Number: T0807926.A
Permit #: BUP2008 -00004
Client: PFAFFLE OFFICE LLC & PCCC LLC — ROGER STALICK
Project: PACIFIC CROSSROADS CORPORATE CENTER — BUILDING A
Address: 8020 SW PFAFFLE STREET TIGARD OR Jurisdiction: TIGARD
Contractor: COMMERCIAL CONTRACTORS INC — ERIC MONEY
Subcontractor: SHARP Cast By: J. BLACK
Concrete Supplier: GLACIER NORTHWEST
Truck #: 7355 Load #: 1 Ticket #: 208257
Weather: OVERCAST Test Time:. 11:05 Air Temp. at Sampling Time: 45
Cylinders were cast for the following locations:
SAME AS BELOW
Total Concrete Placement Location:
CURB AND GUTTER ON SOUTH SIDE OF PFAFFLE ST ADJECENT BUILDING A —B FROM 15' TO
150' WEST OF EAST END REPLACES PORTION OF CURB AND GUTTER PLACED ON 1/20/09
Strength Requirement: 3000 psi f c@ 28 Days Slump: 2.750" % Air: 5.80%
Mix Number: 08805 (3.3K) Conc. Temp: 56 Cement Type: I /II Max Agg: 3/4
Admix/Amt: 80 OZ /YD CALCIUM CHLORIDE 7.5
Cubic Yards:
Register Number: 0089678 Lab Location: TIGARD
Set Test @ Date Test Total Area Unit Type Of Cap Tested
No. Days Rec'd Date Load PSI Fracture Type By
I 7 02/12/2009 02/18/2009 46385 12.60 3680 2 PAD 60 BR
28 02/12/2009 03/11/2009 61180 12.62 4850 2 PAD 60 WR
28 02/12/2009 03/11/2009 60993 12.62 4830 3 PAD 60 WR
28 02/12/2009 03/11/2009 65264 12.62 5170 2 PAD 60 WR
❑ Distribute attachments. Average f @ 28 days - 4950
Please see reverse side for additional information.
Job Number: T0807926.A Register Number: 0 089678 Date Molded: 02/11/2009
Project: PACIFIC CROSSROADS CORPORATE CENTER — BUILDING A
< 1 in. [25 mm]
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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 1 in. [25 mm] of through caps, no well - defined well - formed cones
cracking through caps cone on other end
rr
Type 4 Type 5 Type 6
Diagonal fracture with Side fractures at top or Similar to Type 5 but
no cracking through bottom (occur commonly end of cylinder is pointed
ends; tap with hammer to with unbonded caps)
distinguish from Type 1
Asterisked ( *) average unit PSI test results did not meet listed acceptance criteria.
Remarks:
PFAFFLE OFFICE LLC & PCCC LLC - ROGER STALICK STALICKCO @COMCAST.NET
TO: CITY OF TIGARD BUILDING DIVISION
AFGHAN ASSOCIATES INC - CRAIG HARRIS CRAIGH @AAIENG.COM
MILDREN DESIGN GROUP - BETTY SHEPPARD BETTY @MDGPC.COM
COMMERCIAL CONTRACTORS INC - ERIC MONEY ERIC @CCIGC.COM
Project Manager: STEVEN W. LEACH
Reviewed By: Ty Toller On 03/13/2009
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