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Sample Record for 2016-06-04-2

Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.

Project Information

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

Sample Information

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) 227-7283
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

Material Information

Brand: quikrete
Mill: unknown
Type of Cementitious Material: Type II/V Cement

Test Results

Test 1 of 1

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 Blvd,
Organization City: Sacramento
Organization State: CA
Organization Zipcode: 95819
Organization Email: larry.mccrum@dot.ca.gov
Organization Phone: (916) 227-7283
General Comments for this Test:
Test Result Compliance:
Additional Comments When Verified:
Will control cubes be used per ASTM C311? no
Compressive strength of 1st specimen (psi) 4313 psi
Compressive strength of 2nd specimen (psi) 4071.75 psi
Compressive strength of 3rd specimen (psi) 4458.75 psi
Average Compressive strength (to nearest 10 psi) 4281 psi

Tests Assigned to this Sample

DIME Test IDTest MethodAssigned DateTest DateAssigned ByAssigned LabTest CommentsAssigned To
No tests have been assigned to this sample.