Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 210864 DEA: 041SS034 EFIS: 0400020869
QA Service Level: 1
DIST-CO-RTE-PM: 04-ALA-580-R4.9/R5.6
Work Description: CONSTRUCT SOLDIER PILE WALL, AND RECONSTRUCTION OF LANES & SOULDERS
Location Description: IN ALAMEDA COUNTY, ON WESTBOUND OF ROUTE 580. AT PM 5.0
Contractor Name: GHILOTTI CONSTRUCTION COMPANY
Contractor Address: 2600 KITTY HAWK ROAD, LIVERMORE, CA 94551
Resident Engineer: Eddie Dike Structure Rep.: KB Singh Sandhu
DIME Sample ID: 2016-06-04-2
TL Number from the TL Form: 155542
Sample Submitted By Organization: CT HQ - Sacramento Concrete Testing Laboratory
Sample Organization Contact: (916) 594-1991
Type of Sample: Verification
Type of Material: Cementitious
Sample Taken Date: 06/04/2016
Date that the sample was received by the laboratory/organization performing the testing: 06/10/2016
The quantity of what the sample constitutes: 3 cubes
A brief description of the sample: 2x2 cubes
From where was the sample collected: Job Site
Laboratory sample identification: Unknown
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Unknown
DIME Test ID: 2016-06-04-2-1
Test Method: ASTM C109-11: Compressive Strength of Hydraulic Cement Mortars (Using 2-in. or [50mm] Cube Specimens)
Verified Date: 07/11/2016
Date Tested: 07/05/2016
Submitted By Organization: CT HQ - Sacramento Concrete Testing Laboratory
Organization Address: 5900 Folsom Boulevard,
Organization City: Sacramento
Organization State: CA
Organization Zipcode: 95819
Organization Email: spencer.adams@dot.ca.gov
Organization Phone: (916) 227-5716
General Comments for this Test:
Test Result Compliance:
Additional Comments When Verified:
Will control cubes be used per ASTM C311?
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no
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Compressive strength of 1st specimen (psi)
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4313 psi
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Compressive strength of 2nd specimen (psi)
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4071.75 psi
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Compressive strength of 3rd specimen (psi)
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4458.75 psi
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Average Compressive strength (to nearest 10 psi)
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4281 psi
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