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Sample Record for 2013-10-22-5088

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

Project Information

Project ID: 10016 DEA: 06342524 EFIS: 0600000381 QA Service Level: 1
DIST-CO-RTE-PM: 06-FRE-180-R71.8/74.5
Work Description: NEW EXPRESS HIGHWAY
Location Description: FRESNO COUNTY ABOUT 6.3 MILES EAST OF FRESNO FROM 0.6 MILE WEST OF QUALITY AVENUE TO 0.2 MILE WEST OF SMITH AVENUE
Contractor Name: American Paving Co
Contractor Address: 315 North Thorne Avenue, Fresno, CA 93706
Resident Engineer: Mark Mengoni Structure Rep.: Mike Bloom

Sample Information

DIME Sample ID: 2013-10-22-5088
TL Number from the TL Form:
Sample Submitted By Organization: CT D06 - Fresno Field Laboratory
Sample Organization Contact: (559) 230-3109
Type of Sample: Verification
Type of Material: Concrete
Sample Taken Date: 10/22/2013
Date that the sample was received by the laboratory/organization performing the testing: 10/25/2013
The quantity of what the sample constitutes: 6 - 6x12 cylinders
A brief description of the sample: 7.18sk 1in max structural concrete
From where was the sample collected: Other
Laboratory sample identification: TL No. C786176 - CL132177 CL132178 CL132179
Structure unique identifier: Br. No. 42-0440L
Structure name: Lone Tree Canal Bridge (Left)
The fabricator/manufacturer/facility name: Field

Material Information

The concrete mix design number: ND22023
The truck number from where the sample was collected: 9381
The batch plant ticket number from where the sample was collected: 111106247
Concrete batch plant:
The fabricator/manufacturer designation for the sample: Builders Concrete Ready Mix Plant Sanger
A detailed description of where the material sample was collected: Dischard fron concrete truck into wheelbarrow.
Where the material sample would have been placed if not sampled: Abutment No. 1
From Lot No.:
Bag Lot No.:

Test Results

Test 1 of 3

DIME Test ID: 2013-10-22-5088-1
Test Method: ASTM C39-10: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Capped in accordance with ASTM C617/CTM521
Verified Date: 01/03/2014
Date Tested: 10/29/2013
Submitted By Organization: CT D06 - Fresno Field Laboratory
Organization Address: ,
Organization City:
Organization State:
Organization Zipcode:
Organization Email: doug.lambert@dot.ca.gov
Organization Phone:
General Comments for this Test: CL132177 - 7-day strength tested at METS Concrete Testing Lab Sacramento
Test Result Compliance:
Additional Comments When Verified:
Unit system used? US Units
Number of specimens 2
Test performed no data
Comment on any defect in either specimen or caps (Max 250 Characters) None

Test 2 of 3

DIME Test ID: 2013-10-22-5088-2
Test Method: ASTM C39-10: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Capped in accordance with ASTM C617/CTM521
Verified Date: 01/03/2014
Date Tested: 11/19/2013
Submitted By Organization: CT D06 - Fresno Field Laboratory
Organization Address: ,
Organization City:
Organization State:
Organization Zipcode:
Organization Email: doug.lambert@dot.ca.gov
Organization Phone:
General Comments for this Test: CL132178 - 28-day strength tested at METS Concrete Testing Lab Sacramento
Test Result Compliance: comply
Additional Comments When Verified:
Unit system used? US Units
Number of specimens 2
Test performed no data
Comment on any defect in either specimen or caps (Max 250 Characters) None

Test 3 of 3

DIME Test ID: 2013-10-22-5088-3
Test Method: ASTM C39-10: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Capped in accordance with ASTM C617/CTM521
Verified Date: 01/03/2014
Date Tested: 12/02/2013
Submitted By Organization: CT D06 - Fresno Field Laboratory
Organization Address: ,
Organization City:
Organization State:
Organization Zipcode:
Organization Email: doug.lambert@dot.ca.gov
Organization Phone:
General Comments for this Test: CL132179 - 42-day strength tested at METS Concrete Testing Lab Sacramento
Test Result Compliance: comply
Additional Comments When Verified:
Unit system used? US Units
Number of specimens 2
Test performed no data
Comment on any defect in either specimen or caps (Max 250 Characters) None