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Sample Record for 2025-06-17-16

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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: 2025-06-17-16
TL Number from the TL Form:
Sample Submitted By Organization: CT D09 - Bishop Field Laboratory
Sample Organization Contact: (760) 872-5211
Type of Sample: Production Start-Up
Type of Material: Hot Mix Asphalt
Sample Taken Date: 06/17/2025
Date that the sample was received by the laboratory/organization performing the testing: 06/17/2025
The quantity of what the sample constitutes: 6 boxes HMA
A brief description of the sample: 3/4" HMA-A R18 SP PG58-34M
From where was the sample collected: Source
Laboratory sample identification: PSU-01
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Road and Highway Builders

Material Information

HMA Type: Type A HMA
HMA Grading: 3/4 inch
Lot number:
Sublot number:
HMA Mix Number:
Binder content (%):
Virgin binder PG:
Design binder PG:
Binder Supplier:
RAP content (%):
WMA Additives:
Antistrip type:
Test results on following page(s): 5

Test Results

Test 1 of 5

DIME Test ID: 2025-06-17-16-1
Test Method: AASHTO T209-22: Standard Method of Test for Theoretical Maximum Specific Gravity (Gmm) and Density of Asphalt Mixtures (Maximum Specific Gravity)
Verified Date: 06/20/2025
Date Tested: 06/19/2025
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: PSU-01
Test Result Compliance: complies
Additional Comments When Verified:
Number of Samples 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 1 7310.5 grams
Mass of oven-dry sample in air for Sample 1 2360.3 grams
Mass of container filled with the sample and water for Sample 1 8725.5 grams
Temperature of Water 77.2 °F
Specific Gravity for Sample 1 2.497
Theoretical maximum density at 25°C (77°F) 155.4 lb/ft^3

Test 2 of 5

DIME Test ID: 2025-06-17-16-2
Test Method: AASHTO T269-14: Standard Method of Test for Percent Air Voids in Compacted Dense and Open Asphalt Mixtures (Air Void)
Verified Date: 06/20/2025
Date Tested: 06/19/2025
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: PSU-01
Test Result Compliance: complies
Additional Comments When Verified:
Percent Air Voids 2.7 %
Percent Air Voids 2 2.7 %
Percent Air Voids 3 2.7 %
Average Percent Air Voids 2.7 %

Test 3 of 5

DIME Test ID: 2025-06-17-16-3
Test Method: AASHTO T275-07r12: Standard Method of Test for Bulk Specific Gravity (Gmb) of Compacted Asphalt Mixtures Using Paraffin-Coated Specimens (Bulk Specific Gravity)
Verified Date: 06/20/2025
Date Tested: 06/19/2025
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: PSU-01
Test Result Compliance: complies
Additional Comments When Verified:
Bulk Specific Gravity 2.43
Bulk Specific Gravity 2 2.429
Bulk Specific Gravity 3 2.429
Average Bulk Specific Gravity 2.429

Test 4 of 5

DIME Test ID: 2025-06-17-16-4
Test Method: AASHTO T30-19: Standard Method of Test for Mechanical Analysis of Extracted Aggregate (Mechanical Analysis)
Verified Date: 06/20/2025
Date Tested: 06/20/2025
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: PSU-01 PP Gradation
Test Result Compliance: complies
Additional Comments When Verified:
Is an aggregate correction factor used? No
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 89 %
Cumulative percent passing the 3/8 in. sieve 81 %
Cumulative percent passing the #4 sieve 53 %
Cumulative percent passing the #8 sieve 38 %
Cumulative percent passing the #16 sieve 27 %
Cumulative percent passing the #30 sieve 20 %
Cumulative percent passing the #50 sieve 14 %
Cumulative percent passing the #100 sieve 10 %
Cumulative percent passing the #200 sieve 6.8 %

Test 5 of 5

DIME Test ID: 2025-06-17-16-5
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: 06/20/2025
Date Tested: 06/19/2025
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: PSU-01
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 4274.2 g
Mass of the specimen and specimen basket assembly prior to ignition 6547.4 g
Mass of HMA Sample prior to ignition 2273.2 g
Corrected Asphalt Binder Content 4.63 %
Mass Loss 117.8 g
Mass of aggregate remaining after ignition 2155.4 g
Correction Factor (Percent by mass of HMA Specimen) 0.55 %
Moisture Content no data0 %
Temperature Compensation Factor no data0 %
Test Temperature 538 C