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Sample Record for 2025-09-08-5

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Project Information

Project ID: 1000682 DEA: 09379104 EFIS: 0919000005 QA Service Level: 1
DIST-CO-RTE-PM: 09-INY-395-91.6/100.8
Work Description: CONSTRUCT HMA, CURB RAMPS, AND ELECTRICAL SYSTEMS.
Location Description: INYO COUNTY AT AND NEAR BIG PINE FROM 0.1 MILE SOUTH OF ELNA ROAD TO SOUTH JUNCTION ROUTE 168
Contractor Name: ROAD AND HIGHWAY BUILDERS, LLC.
Contractor Address: P.O. Box 70846, Reno, N V, 89570
Resident Engineer: Adam Zumstein Structure Rep.: Unknown

Sample Information

DIME Sample ID: 2025-09-08-5
TL Number from the TL Form:
Sample Submitted By Organization: CT D09 - Bishop Field Laboratory
Sample Organization Contact: (760) 872-5211
Type of Sample: Quality Assurance
Type of Material: Hot Mix Asphalt
Sample Taken Date: 09/08/2025
Date that the sample was received by the laboratory/organization performing the testing: 09/08/2025
The quantity of what the sample constitutes: 60-64K AV
A brief description of the sample: HMA96
From where was the sample collected: Job Site
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: RHB Plant Independence

Material Information

HMA Type: Type A HMA
HMA Grading: 3/4 inch
Lot number: 1
Sublot number: 96
HMA Mix Number:
Binder content (%): 0.0
Virgin binder PG:
Design binder PG:
Binder Supplier:
RAP content (%):
WMA Additives:
Antistrip type:
Test results on following page(s): 4

Test Results

Test 1 of 4

DIME Test ID: 2025-09-08-5-2
Test Method: AASHTO T269-14: Standard Method of Test for Percent Air Voids in Compacted Dense and Open Asphalt Mixtures (Air Void)
Verified Date: 09/10/2025
Date Tested: 09/08/2025
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: HMA-96
Test Result Compliance: complies
Additional Comments When Verified:
Percent Air Voids 3.8 %
Percent Air Voids 2 3.8 %
Percent Air Voids 3 3.8 %
Average Percent Air Voids 3.8 %

Test 2 of 4

DIME Test ID: 2025-09-08-5-3
Test Method: AASHTO T209-12: Standard Method of Test for Theoretical Maximum Specific Gravity (Gmm) and Density of Asphalt Mixtures (Maximum Specific Gravity)
Verified Date: 09/10/2025
Date Tested: 09/08/2025
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: HMA-96
Test Result Compliance: complies
Additional Comments When Verified:
Number of tests 1
What is the unit of measurement for theoretical density? US Units
Mass Determination Air
Method Performed Mechanical Agitation - Method A
Mass of container filled with water 7310.5 grams
Mass of oven-dry sample in air for Sample 1 2236.8 grams
Mass of container filled with the sample and water for Sample 1 8648.2 grams
Temperature of Water 77 °F
Specific Gravity for Sample 1 2.488
Theoretical maximum density at 25°C (77°F) 154.9 lb/ft^3

Test 3 of 4

DIME Test ID: 2025-09-08-5-4
Test Method: AASHTO T30-19: Standard Method of Test for Mechanical Analysis of Extracted Aggregate (Mechanical Analysis)
Verified Date: 09/10/2025
Date Tested: 09/09/2025
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: HMA-96 PP Gradation
Test Result Compliance: complies
Additional Comments When Verified:
Is an aggregate correction factor used? Yes
Aggregate correction factor for the 2 in. sieve (% passing) no data0 %
Aggregate correction factor for the 1 1/2 in. sieve (% passing) no data0 %
Aggregate correction factor for the 1 in. sieve (% passing) no data0 %
Aggregate correction factor for the 3/4 in. sieve (% passing) 0.5 %
Aggregate correction factor for the 1/2 in. sieve (% passing) 1.8 %
Aggregate correction factor for the 3/8 in. sieve (% passing) 2.2 %
Aggregate correction factor for the #4 sieve (% passing) 2.2 %
Aggregate correction factor for the #8 sieve (% passing) 2.1 %
Aggregate correction factor for the #16 sieve (% passing) 1.6 %
Aggregate correction factor for the #30 sieve (% passing) 0.5 %
Aggregate correction factor for the #50 sieve (% passing) 0.3 %
Aggregate correction factor for the #100 sieve (% passing) 0.3 %
Aggregate correction factor for the #200 sieve (% passing) 1.1 %
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 98 %
Cumulative percent passing the 1/2 in. sieve 83 %
Cumulative percent passing the 3/8 in. sieve 74 %
Cumulative percent passing the #4 sieve 45 %
Cumulative percent passing the #8 sieve 33 %
Cumulative percent passing the #16 sieve 24 %
Cumulative percent passing the #30 sieve 16 %
Cumulative percent passing the #50 sieve 10 %
Cumulative percent passing the #100 sieve 6 %
Cumulative percent passing the #200 sieve 4.9 %

Test 4 of 4

DIME Test ID: 2025-09-08-5-5
Test Method: AASHTO T308-10: Standard Method of Test for Determining the Asphalt Binder Content of Hot Mix Asphalt (HMA) by the Ignition Method (Method A) (Asphalt Binder Content)
Verified Date: 09/10/2025
Date Tested: 09/08/2025
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: HMA-96
Test Result Compliance: complies
Additional Comments When Verified:
What temperature unit is used? Celsius
Test procedure used? Method A
Mass of the specimen basket assembly 4254.5 g
Mass of the specimen and specimen basket assembly prior to ignition 6569.2 g
Mass of HMA Sample prior to ignition 2314.7 g
Corrected Asphalt Binder Content 4.72 %
Mass Loss 118.1 g
Mass of aggregate remaining after ignition 2196.6 g
Correction Factor (Percent by mass of HMA Specimen) 0.38 %
Moisture Content no data0 %
Temperature Compensation Factor no data0 %
Test Temperature 538 C

Tests Assigned to this Sample

DIME Test IDTest MethodAssigned DateTest DateAssigned ByAssigned LabTest CommentsAssigned To
2025-09-08-5-1AASHTO T275-07r12: Standard Method of Test for Bulk Specific Gravity (Gmb) of Compacted Asphalt Mixtures Using Paraffin-Coated Specimens (Bulk Specific Gravity)09/08/2025Not scheduledJerid KupelianCT D09 - Bishop Field LaboratoryDerek Carrington