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Sample Record for 2023-06-20-8

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Project Information

Project ID: 994399 DEA: 09378704 EFIS: 0919000001 QA Service Level: 1
DIST-CO-RTE-PM: 09-MNO-395-55.5/58.2
Work Description: PARTIAL DEPTH RECYCLE AND HMA (TYPE A).
Location Description: MONO COUNTY NEAR LEE VINING FROM 0.2 MILE SOUTH OF CEMETERY ROAD TO ROUTE 167
Contractor Name: GRANITE CONSTRUCTION COMPANY
Contractor Address: Unknown
Resident Engineer: David Carruba Structure Rep.: Unknown

Sample Information

DIME Sample ID: 2023-06-20-8
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: 06/20/2023
Date that the sample was received by the laboratory/organization performing the testing: 06/21/2023
The quantity of what the sample constitutes: 3 Bags of Aggregate
A brief description of the sample: 3/4" Coldfeed & RAP
From where was the sample collected: Manufacturer
Laboratory sample identification: JMF 3
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Granite Lee Vining

Material Information

Source Identification (SMARA, name of Pit or Job Site): 91-26-0029
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: Sample Device at Hot 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): 6

Test Results

Test 1 of 6

DIME Test ID: 2023-06-20-8-1
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: 06/29/2023
Date Tested: 06/21/2023
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: JMF-03
Test Result Compliance: complies
Additional Comments When Verified:
Sand Equivalent 78

Test 2 of 6

DIME Test ID: 2023-06-20-8-2
Test Method: AASHTO T27-14: Standard Method of Test for Sieve Analysis of Fine and Coarse Aggregates (Sieve Analysis)
Verified Date: 06/29/2023
Date Tested: 06/21/2023
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: JMF-03
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 82 %
Cumulative percent passing the 3/8 in. sieve 74 %
Cumulative percent passing the #4 sieve 57 %
Cumulative percent passing the #8 sieve 36 %
Cumulative percent passing the #16 sieve 23 %
Cumulative percent passing the #30 sieve 15 %
Cumulative percent passing the #50 sieve 9 %
Cumulative percent passing the #100 sieve 5 %
Cumulative percent passing the #200 sieve 2.5 %

Test 3 of 6

DIME Test ID: 2023-06-20-8-3
Test Method: AASHTO T335-09r13: Standard Method of Test for Determining the Percentage of Fracture in Coarse Aggregate (Percent of Crushed Particles)
Verified Date: 06/29/2023
Date Tested: 06/21/2023
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: JMF-03
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 95.3 %
Weighted average percentage of fractured, coarse, 1 faced particles 96.5 %

Test 4 of 6

DIME Test ID: 2023-06-20-8-4
Test Method: AASHTO T304-11: Standard Method of Test for Uncompacted Void Content of Fine Aggregate (Fine of Crushed Particles)
Verified Date: 06/29/2023
Date Tested: 06/21/2023
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: JMF-03
Test Result Compliance: complies
Additional Comments When Verified:
What test method is performed? Method A
Bulk dry specific gravity 2.619
Average uncompacted voids 46 %

Test 5 of 6

DIME Test ID: 2023-06-20-8-5
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: 06/29/2023
Date Tested: 06/22/2023
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: JMF-03
Test Result Compliance: complies
Additional Comments When Verified:
Grading designation B
Percent loss after 100 revolutions 5.1 %
Percent loss after 500 revolutions 17.2 %

Test 6 of 6

DIME Test ID: 2023-06-20-8-6
Test Method: ASTM D4791-10: Standard Test Method for Flat Particles, Elongated Particles, or Flat and Elongated Particles in Coarse Aggregate (Withdrawn 2019) (Flat and Elongated Particles)
Verified Date: 06/29/2023
Date Tested: 06/22/2023
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: JMF-03
Test Result Compliance: complies
Additional Comments When Verified:
Method A
Determination By Mass
Dimensional ratio used 2:1
Weighted percentage of particles (by mass) that were flat 0.0 %
Weighted percentage of particles (by mass) that were elongated 0.0 %
Weighted percentage of particles (by mass) that were both flat and elongated 0.0 %
Weighted percentage of particles (by mass) that were neither flat nor elongated 0.0 %