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Sample Record for 2023-06-26-31

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

Project Information

Project ID: 994400 DEA: 09378904 EFIS: 0919000003 QA Service Level: 1
DIST-CO-RTE-PM: 09-KER-14-46.2/52.8
Work Description: RHMA PLACED OVER PARTIAL DEPTH RECYCLING.
Location Description: KERN COUNTY NEAR ARMISTEAD FROM 1.1 MILES NORTH OF REDROCK CANYON ROAD TO 3.5 MILES SOUTH OF FREEMAN GULCH BRIDGE
Contractor Name: STATEWIDE TRAFFIC SIGN AND SAFETY
Contractor Address: 4400 State Road, Bakersfield, CA 93308
Resident Engineer: Damon Cherenzia Structure Rep.: Unknown

Sample Information

DIME Sample ID: 2023-06-26-31
TL Number from the TL Form:
Sample Submitted By Organization: CT D09 - Bishop Field Laboratory
Sample Organization Contact: (760) 872-5211
Type of Sample: Department Acceptance
Type of Material: Aggregate
Sample Taken Date: 06/26/2023
Date that the sample was received by the laboratory/organization performing the testing: 06/29/2023
The quantity of what the sample constitutes: 1 bag
A brief description of the sample: Coldfeed
From where was the sample collected: Source
Laboratory sample identification: CF-23
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Griffith Edmonston-Lebec

Material Information

Source Identification (SMARA, name of Pit or Job Site): 99-99-9991
The fabricator's/manufacturer's product name for the sample:
The fabricator/manufacturer designation for the sample:
The plant number:
A detailed description of where the material sample was collected: Sampling device at plant
Where the material sample would have been placed if not sampled:
Primary Aggregate Nominal Size: 3/4 inch
The concrete mix design number:
Lot number:
Sublot number:
Aggregate Mix Number:
Test results on following page(s): 2

Test Results

Test 1 of 2

DIME Test ID: 2023-06-26-31-1
Test Method: AASHTO T176-08: Standard Method of Test for Plastic Fines in Graded Aggregates and Soils by Use of the Sand Equivalent Test (Sand Equivalent)
Verified Date: 07/13/2023
Date Tested: 07/12/2023
Submitted By Organization: CT D09 - Bishop Field Laboratory
Organization Address: 500 South Main Street,
Organization City: Bishop
Organization State: CA
Organization Zipcode: 93514
Organization Email: chris.talbot@dot.ca.gov
Organization Phone: (760) 872-0794
General Comments for this Test: CF-23
Test Result Compliance: complies
Additional Comments When Verified:
Sand Equivalent 78

Test 2 of 2

DIME Test ID: 2023-06-26-31-2
Test Method: AASHTO T27-14: Standard Method of Test for Sieve Analysis of Fine and Coarse Aggregates (Sieve Analysis)
Verified Date: 07/13/2023
Date Tested: 07/12/2023
Submitted By Organization: CT D09 - Bishop Field Laboratory
Organization Address: 500 South Main Street,
Organization City: Bishop
Organization State: CA
Organization Zipcode: 93514
Organization Email: chris.talbot@dot.ca.gov
Organization Phone: (760) 872-0794
General Comments for this Test: CF-23
Test Result Compliance: complies
Additional Comments When Verified:
What type of gradation is being tested? Combined Gradation
Cumulative percent passing the 2 in. sieve 100 %
Cumulative percent passing the 1 1/2 in. sieve 100 %
Cumulative percent passing the 1 in. sieve 100 %
Cumulative percent passing the 3/4 in. sieve 100 %
Cumulative percent passing the 1/2 in. sieve 82 %
Cumulative percent passing the 3/8 in. sieve 68 %
Cumulative percent passing the #4 sieve 35 %
Cumulative percent passing the #8 sieve 19 %
Cumulative percent passing the #16 sieve 13 %
Cumulative percent passing the #30 sieve 10 %
Cumulative percent passing the #50 sieve 7 %
Cumulative percent passing the #100 sieve 5 %
Cumulative percent passing the #200 sieve 3.1 %