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Sample Record for 2025-06-04-30

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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: 2025-06-04-30
TL Number from the TL Form: JMF-02
Sample Submitted By Organization: CT D09 - Bishop Field Laboratory
Sample Organization Contact: (760) 872-5211
Type of Sample: Verification
Type of Material: Hot Mix Asphalt
Sample Taken Date: 06/04/2025
Date that the sample was received by the laboratory/organization performing the testing: 06/04/2025
The quantity of what the sample constitutes: JMF Verification #2
A brief description of the sample: 3/4" HMA-A-SP PG58-34M R18
From where was the sample collected: Source
Laboratory sample identification: 4612
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:
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: 2025-06-04-30-1
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: 06/05/2025
Date Tested: 06/04/2025
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: JMF 02
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 2085.8 grams
Mass of container filled with the sample and water for Sample 1 8560 grams
Temperature of Water 77.3 °F
Specific Gravity for Sample 1 2.494
Theoretical maximum density at 25°C (77°F) 155.2 lb/ft^3

Test 2 of 5

DIME Test ID: 2025-06-04-30-2
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: 06/05/2025
Date Tested: 06/04/2025
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: JMF-02
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 4246 g
Mass of the specimen and specimen basket assembly prior to ignition 6507.9 g
Mass of HMA Sample prior to ignition 2261.9 g
Corrected Asphalt Binder Content 4.93 %
Mass Loss 120.5 g
Mass of aggregate remaining after ignition 2141.4 g
Correction Factor (Percent by mass of HMA Specimen) 0.4 %
Moisture Content no data0 %
Temperature Compensation Factor no data0 %
Test Temperature 538 C

Test 3 of 5

DIME Test ID: 2025-06-04-30-3
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: 06/05/2025
Date Tested: 06/04/2025
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: JMF-02
Test Result Compliance: complies
Additional Comments When Verified:
Bulk Specific Gravity 2.468
Bulk Specific Gravity 2 2.466
Bulk Specific Gravity 3 2.466
Average Bulk Specific Gravity 2.467

Test 4 of 5

DIME Test ID: 2025-06-04-30-4
Test Method: AASHTO T269-14: Standard Method of Test for Percent Air Voids in Compacted Dense and Open Asphalt Mixtures (Air Void)
Verified Date: 06/05/2025
Date Tested: 06/05/2025
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: JMF-02. Out of Specification. Range is 2.5-5.5
Test Result Compliance: does not comply
Additional Comments When Verified:
Percent Air Voids 1.1 %
Percent Air Voids 2 1.2 %
Percent Air Voids 3 1.2 %
Average Percent Air Voids 1.2 %

Test 5 of 5

DIME Test ID: 2025-06-04-30-5
Test Method: AASHTO T30-19: Standard Method of Test for Mechanical Analysis of Extracted Aggregate (Mechanical Analysis)
Verified Date: 06/05/2025
Date Tested: 06/05/2025
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: JMF-02. Gradation Fails on the #4, #8 and #200 Screens
Test Result Compliance: does not comply
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 90 %
Cumulative percent passing the 3/8 in. sieve 82 %
Cumulative percent passing the #4 sieve 57 %
Cumulative percent passing the #8 sieve 41 %
Cumulative percent passing the #16 sieve 30 %
Cumulative percent passing the #30 sieve 22 %
Cumulative percent passing the #50 sieve 16 %
Cumulative percent passing the #100 sieve 12 %
Cumulative percent passing the #200 sieve 8.7 %