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Sample Record for 2024-06-06-16

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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.: Sheila Reyes

Sample Information

DIME Sample ID: 2024-06-06-16
TL Number from the TL Form:
Sample Submitted By Organization: CT D09 - Bishop Field Laboratory
Sample Organization Contact: (760) 872-5211
Type of Sample: Quality Assurance
Type of Material: Hot Mix Asphalt
Sample Taken Date: 06/06/2024
Date that the sample was received by the laboratory/organization performing the testing: 06/07/2024
The quantity of what the sample constitutes: up to 4000 tons
A brief description of the sample: HMA-R105
From where was the sample collected: Job Site
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Fisher Sand & Gravel Olancha plant

Material Information

HMA Type: Type A HMA
HMA Grading: 3/4 inch
Lot number: 1
Sublot number: 105
HMA Mix Number:
Test results on following page(s): 4

Test Results

Test 1 of 4

DIME Test ID: 2024-06-06-16-1
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: 06/10/2024
Date Tested: 06/07/2024
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-R105
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 2227.6 grams
Mass of container filled with the sample and water for Sample 1 8648.0 grams
Temperature of Water 77 °F
Specific Gravity for Sample 1 2.503
Theoretical maximum density at 25°C (77°F) 155.8 lb/ft^3

Test 2 of 4

DIME Test ID: 2024-06-06-16-2
Test Method: AASHTO T269-14: Standard Method of Test for Percent Air Voids in Compacted Dense and Open Asphalt Mixtures (Air Void)
Verified Date: 06/10/2024
Date Tested: 06/07/2024
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-R105
Test Result Compliance: complies
Additional Comments When Verified:
Percent Air Voids 2.6 %
Percent Air Voids 2 2.5 %
Percent Air Voids 3 2.7 %
Percent Air Voids Average 2.6 %

Test 3 of 4

DIME Test ID: 2024-06-06-16-3
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: 06/10/2024
Date Tested: 06/07/2024
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-R105
Test Result Compliance: complies
Additional Comments When Verified:
Bulk Specific Gravity 2.437
Bulk Specific Gravity 2 2.440
Bulk Specific Gravity 3 2.435
Average Bulk Specific Gravity 2.437

Test 4 of 4

DIME Test ID: 2024-06-06-16-4
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: 06/10/2024
Date Tested: 06/07/2024
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-R105
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 4245.1 g
Mass of the specimen and specimen basket assembly prior to ignition 6541.4 g
Mass of HMA Sample prior to ignition 2296.3 g
Corrected Asphalt Binder Content 4.51 %
Mass Loss 109.4 g
Mass of aggregate remaining after ignition 2186.9 g
Correction Factor (Percent by mass of HMA Specimen) 0.25 %
Moisture Content 0.00 %
Temperature Compensation Factor 0.00 %
Test Temperature 538 C