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Sample Record for 2023-10-12-31

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Project Information

Project ID: 214135 DEA: 09213404 EFIS: 0900000030 QA Service Level: 1
DIST-CO-RTE-PM: 09-INY-395-29.9/41.8
Work Description: ROADWAY EXCAVATION, PLACE HMA (TYPE A), AND ALTERNATIVE PIPE CULVERT.
Location Description: INYO COUNTY NEAR OLANCHA AND CARTAGO FROM 1.4 MILES SOUTH OF LOS ANGELES AQUEDUCT BRIDGE TO 0.2 MILE SOUTH OF ASH CREEK BRIDGE
Contractor Name: FISHER SAND & GRAVEL CO.
Contractor Address: 1302 W DRIVERS WAY, TEPE, AZ. 85284
Resident Engineer: Kris Raber Structure Rep.: Alex Naime-Falcon

Sample Information

DIME Sample ID: 2023-10-12-31
TL Number from the TL Form:
Sample Submitted By Organization: CT D09 - Bishop Field Laboratory
Sample Organization Contact: (760) 872-5211
Type of Sample: Department Acceptance
Type of Material: Hot Mix Asphalt
Sample Taken Date: 10/12/2023
Date that the sample was received by the laboratory/organization performing the testing: 10/16/2023
The quantity of what the sample constitutes: 1 Box of HMA
A brief description of the sample: 3/4" HMA WMA R25
From where was the sample collected: Job Site
Laboratory sample identification: HMA-R48
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Fisher Sand and Gravel

Material Information

HMA Type: Type A HMA
HMA Grading: 3/4 inch
Lot number:
Sublot number:
HMA Mix Number:
Test results on following page(s): 4

Test Results

Test 1 of 4

DIME Test ID: 2023-10-12-31-1
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: 10/17/2023
Date Tested: 10/16/2023
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: HMA-R48A
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 2691.3 grams
Mass of container filled with the sample and water for Sample 1 8915.6 grams
Temperature of Water 77.1 °F
Specific Gravity for Sample 1 2.478
Theoretical maximum density at 25°C (77°F) 154.2 lb/ft^3

Test 2 of 4

DIME Test ID: 2023-10-12-31-2
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: 10/17/2023
Date Tested: 10/16/2023
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: HMA-R48A
Test Result Compliance: does not comply
Additional Comments When Verified:
What temperature unit is used? Celsius
Test procedure used? Method A
Mass of the specimen basket assembly 4243.9 g
Mass of the specimen and specimen basket assembly prior to ignition 6644.4 g
Mass of HMA Sample prior to ignition 2400.5 g
Corrected Asphalt Binder Content 5.24 %
Mass Loss 129.9 g
Mass of aggregate remaining after ignition 2270.6 g
Correction Factor (Percent by mass of HMA Specimen) 0.17 %
Moisture Content 0.00 %
Temperature Compensation Factor 0.00 %
Test Temperature 538 C

Test 3 of 4

DIME Test ID: 2023-10-12-31-3
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: 10/17/2023
Date Tested: 10/17/2023
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: HMA-R48B
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 2550.7 grams
Mass of container filled with the sample and water for Sample 1 8831.8 grams
Temperature of Water 77 °F
Specific Gravity for Sample 1 2.478
Theoretical maximum density at 25°C (77°F) 154.2 lb/ft^3

Test 4 of 4

DIME Test ID: 2023-10-12-31-4
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: 10/17/2023
Date Tested: 10/17/2023
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: HMA-R48B
Test Result Compliance: does not comply
Additional Comments When Verified:
What temperature unit is used? Celsius
Test procedure used? Method A
Mass of the specimen basket assembly 4244.1 g
Mass of the specimen and specimen basket assembly prior to ignition 6468.0 g
Mass of HMA Sample prior to ignition 2223.9 g
Corrected Asphalt Binder Content 5.15 %
Mass Loss 118.3 g
Mass of aggregate remaining after ignition 2105.6 g
Correction Factor (Percent by mass of HMA Specimen) 0.17 %
Moisture Content 0.00 %
Temperature Compensation Factor 0.00 %
Test Temperature 538 C