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Sample Record for 2023-04-19-15

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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: 2023-04-19-15
TL Number from the TL Form:
Sample Submitted By Organization: CT D09 - Bishop Field Laboratory
Sample Organization Contact: (760) 872-5211
Type of Sample: Verification
Type of Material: Aggregate
Sample Taken Date: 04/19/2023
Date that the sample was received by the laboratory/organization performing the testing: 04/20/2023
The quantity of what the sample constitutes: 12 bags
A brief description of the sample: 3/4" RHMA-G Stockpile Samples
From where was the sample collected: Source
Laboratory sample identification: 2931
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Griffith Edmonston-Lebec

Material Information

Source Identification (SMARA, name of Pit or Job Site): 91-15-0068
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: Stockpiles in Pit
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): 5

Test Results

Test 1 of 5

DIME Test ID: 2023-04-19-15-1
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: 04/20/2023
Date Tested: 04/20/2023
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:
Test Result Compliance: complies
Additional Comments When Verified:
Sand Equivalent 83

Test 2 of 5

DIME Test ID: 2023-04-19-15-2
Test Method: AASHTO T27-14: Standard Method of Test for Sieve Analysis of Fine and Coarse Aggregates (Sieve Analysis)
Verified Date: 04/20/2023
Date Tested: 04/20/2023
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:
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 96 %
Cumulative percent passing the 1/2 in. sieve 83 %
Cumulative percent passing the 3/8 in. sieve 65 %
Cumulative percent passing the #4 sieve 31 %
Cumulative percent passing the #8 sieve 15 %
Cumulative percent passing the #16 sieve 10 %
Cumulative percent passing the #30 sieve 7 %
Cumulative percent passing the #50 sieve 5 %
Cumulative percent passing the #100 sieve 4 %
Cumulative percent passing the #200 sieve 2.5 %

Test 3 of 5

DIME Test ID: 2023-04-19-15-3
Test Method: AASHTO T304-11: Standard Method of Test for Uncompacted Void Content of Fine Aggregate (Fine of Crushed Particles)
Verified Date: 04/20/2023
Date Tested: 04/20/2023
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:
Test Result Compliance: complies
Additional Comments When Verified:
What test method is performed? Method A
Bulk dry specific gravity 2.662
Average uncompacted voids 45.6 %

Test 4 of 5

DIME Test ID: 2023-04-19-15-4
Test Method: AASHTO T96-02r10: Standard Method of Test for Resistance to Degradation of Small-Size Coarse Aggregate by Abrasion and Impact in the Los Angeles Machine (Los Angeles Rattler)
Verified Date: 04/20/2023
Date Tested: 04/20/2023
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:
Test Result Compliance: complies
Additional Comments When Verified:
Grading designation B
Mass of sample on No.12 sieve (after 500 revolutions) 3928 grams
Percent loss after 100 revolutions 6 %
Percent loss after 500 revolutions 22 %

Test 5 of 5

DIME Test ID: 2023-04-19-15-5
Test Method: AASHTO T335-09r13: Standard Method of Test for Determining the Percentage of Fracture in Coarse Aggregate (Percent of Crushed Particles)
Verified Date: 04/20/2023
Date Tested: 04/20/2023
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:
Test Result Compliance: complies
Additional Comments When Verified:
Method 2 - Individual Fracture Determination
Aggregate Size and Fracture Type Coarse 1 and 2 Faced
Weighted average percentage of fractured, coarse, 2 faced particles 98.6 %
Weighted average percentage of fractured, coarse, 1 faced particles 97.2 %