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Sample Record for 2024-08-19-25

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Project Information

Project ID: 1000165 DEA: 09392504 EFIS: 0923000029 QA Service Level: 1
DIST-CO-RTE-PM: 09-INY-395-R17.2/25.8
Work Description: HOT MIX ASPHALT (TYPE A), SHOULDER BACKING, & STRIPING.
Location Description: INYO COUNTY ABOUT 9 MILES SOUTH OF OLANCHA FROM 0.8 MILE SOUTH OF SYKES ROAD TO 0.3 MILE NORTH OF HAIWEE CANYON ROAD
Contractor Name: GRANITE CONSTRUCTION COMPANY
Contractor Address: 8999 Capacity Street, Arvin, CA 93203
Resident Engineer: Garret Rottner Structure Rep.: Unknown

Sample Information

DIME Sample ID: 2024-08-19-25
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: 08/19/2024
Date that the sample was received by the laboratory/organization performing the testing: 08/20/2024
The quantity of what the sample constitutes: 2 bags
A brief description of the sample: 1/2" agg
From where was the sample collected: Source
Laboratory sample identification: PSU1
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Solari plant Granite Arvin

Material Information

Source Identification (SMARA, name of Pit or Job Site): granite arvin
The fabricator's/manufacturer's product name for the sample: 1/2" cold feed
The fabricator/manufacturer designation for the sample:
The plant number:
A detailed description of where the material sample was collected: Belt device at plant
Where the material sample would have been placed if not sampled:
Primary Aggregate Nominal Size: 1/2 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: 2024-08-19-25-1
Test Method: AASHTO T27-14: Standard Method of Test for Sieve Analysis of Fine and Coarse Aggregates (Sieve Analysis)
Verified Date: 08/22/2024
Date Tested: 08/21/2024
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: PSE-01
Test Result Compliance: complies
Additional Comments When Verified:
What type of gradation is being tested? HMA Gradation
Cumulative percent passing the 2 in. sieve no data
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 96 %
Cumulative percent passing the 3/8 in. sieve 84 %
Cumulative percent passing the #4 sieve 57 %
Cumulative percent passing the #8 sieve 46 %
Cumulative percent passing the #16 sieve 35 %
Cumulative percent passing the #30 sieve 24 %
Cumulative percent passing the #50 sieve 14 %
Cumulative percent passing the #100 sieve 8 %
Cumulative percent passing the #200 sieve 4.5 %

Test 2 of 5

DIME Test ID: 2024-08-19-25-2
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: 08/22/2024
Date Tested: 08/21/2024
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: PSE-01
Test Result Compliance: complies
Additional Comments When Verified:
Sand Equivalent 91

Test 3 of 5

DIME Test ID: 2024-08-19-25-3
Test Method: AASHTO T304-11: Standard Method of Test for Uncompacted Void Content of Fine Aggregate (Fine of Crushed Particles)
Verified Date: 08/22/2024
Date Tested: 08/21/2024
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: PSE-01 1/2"
Test Result Compliance: complies
Additional Comments When Verified:
What test method is performed? Method A
Bulk dry specific gravity 2.702
Average uncompacted voids 47.5 %

Test 4 of 5

DIME Test ID: 2024-08-19-25-4
Test Method: AASHTO T335-09r13: Standard Method of Test for Determining the Percentage of Fracture in Coarse Aggregate (Percent of Crushed Particles)
Verified Date: 08/22/2024
Date Tested: 08/21/2024
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: PSE-01
Test Result Compliance: complies
Additional Comments When Verified:
Method 1 - Combined Fracture Determination
Aggregate Size and Fracture Type Coarse 1 and 2 Faced
Percentage of fractured, coarse, 2 faced particles tested 98.3 %
Percentage of fractured, coarse, 1 faced particles tested 99 %

Test 5 of 5

DIME Test ID: 2024-08-19-25-5
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: 08/22/2024
Date Tested: 08/21/2024
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: PSE-01
Test Result Compliance: complies
Additional Comments When Verified:
Grading designation C
Percent loss after 100 revolutions 6.8 %
Percent loss after 500 revolutions 30.3 %