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Sample Record for 2024-09-11-7

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Project Information

Project ID: 1000165 DEA: 09392504 EFIS: 0923000029 QA Service Level: 1
DIST-CO-RTE-PM: 09-INY-395-R17.2/25.8
Work Description: HOT MIX ASPHALT (TYPE A), SHOULDER BACKING, & STRIPING.
Location Description: INYO COUNTY ABOUT 9 MILES SOUTH OF OLANCHA FROM 0.8 MILE SOUTH OF SYKES ROAD TO 0.3 MILE NORTH OF HAIWEE CANYON ROAD
Contractor Name: GRANITE CONSTRUCTION COMPANY
Contractor Address: 8999 Capacity Street, Arvin, CA 93203
Resident Engineer: Garret Rottner Structure Rep.: Unknown

Sample Information

DIME Sample ID: 2024-09-11-7
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: 09/11/2024
Date that the sample was received by the laboratory/organization performing the testing: 09/11/2024
The quantity of what the sample constitutes: 12-16K Air Void, 10-20K Hammy
A brief description of the sample: HMA 19
From where was the sample collected: Job Site
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Granite Construction Arvin Plant

Material Information

HMA Type: Type A HMA
HMA Grading: 1/2 inch
Lot number:
Sublot number: 1
HMA Mix Number: 19
Test results on following page(s): 6

Test Results

Test 1 of 6

DIME Test ID: 2024-09-11-7-1
Test Method: AASHTO T166-16: Standard Method of Test for Bulk Specific Gravity (Gmb) of Compacted Asphalt Mixtures Using Saturated Surface-Dry Specimens (Method A)
Verified Date: 09/18/2024
Date Tested: 09/13/2024
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-19
Test Result Compliance: complies
Additional Comments When Verified:
Number of tests 4
Bulk Specific Gravity 1 2.349
Bulk Specific Gravity 2 2.350
Bulk Specific Gravity 3 2.348
Bulk Specific Gravity 4 2.348
Percent of water absorbed by volume 1 0.63 %
Percent of water absorbed by volume 2 0.61 %
Percent of water absorbed by volume 3 0.74 %
Percent of water absorbed by volume 4 0.46 %
Average Bulk Specific Gravity 2.349

Test 2 of 6

DIME Test ID: 2024-09-11-7-2
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: 09/18/2024
Date Tested: 09/13/2024
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-19
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 1764.6 grams
Mass of container filled with the sample and water for Sample 1 8375.7 grams
Temperature of Water 76 °F
Specific Gravity for Sample 1 2.523
Theoretical maximum density at 25°C (77°F) 157.0 lb/ft^3

Test 3 of 6

DIME Test ID: 2024-09-11-7-3
Test Method: AASHTO T269-14: Standard Method of Test for Percent Air Voids in Compacted Dense and Open Asphalt Mixtures (Air Void)
Verified Date: 09/18/2024
Date Tested: 09/13/2024
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-19
Test Result Compliance: complies
Additional Comments When Verified:
Percent Air Voids 3.6 %
Percent Air Voids 2 3.5 %
Percent Air Voids 3 3.7 %
Average Percent Air Voids 3.6 %

Test 4 of 6

DIME Test ID: 2024-09-11-7-4
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: 09/18/2024
Date Tested: 09/13/2024
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-19
Test Result Compliance: complies
Additional Comments When Verified:
Bulk Specific Gravity 2.431
Bulk Specific Gravity 2 2.434
Bulk Specific Gravity 3 2.430
Average Bulk Specific Gravity 2.432

Test 5 of 6

DIME Test ID: 2024-09-11-7-5
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: 09/18/2024
Date Tested: 09/13/2024
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-19
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 4,246.2 g
Mass of the specimen and specimen basket assembly prior to ignition 5,920.8 g
Mass of HMA Sample prior to ignition 1,674.6 g
Corrected Asphalt Binder Content 4.91 %
Mass Loss 89.8 g
Mass of aggregate remaining after ignition 1,584.8 g
Correction Factor (Percent by mass of HMA Specimen) 0.45 %
Moisture Content 0.00 %
Temperature Compensation Factor 0.00 %
Test Temperature 538 C

Test 6 of 6

DIME Test ID: 2024-09-11-7-6
Test Method: AASHTO T324-14: Standard Method of Test for Hamburg Wheel-Track Testing of Compacted Asphalt Mixtures (Hamburg Wheel Track)
Verified Date: 09/18/2024
Date Tested: 09/13/2024
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-19
Test Result Compliance: complies
Additional Comments When Verified:
Specified minimum number of passes at ½” rut depth, or number of passes at ½” rut depth if applicable (Wheel A) 10000
Specified minimum number of passes at ½” rut depth, or number of passes at ½” rut depth if applicable (Wheel B) 10000
Impression at specified number of passes, or specified maximum impression if applicable (Wheel A) 3.15 mm
Impression at specified number of passes, or specified maximum impression if applicable (Wheel B) 3.02 mm
Stripping Inflection Point (Wheel A) 0
Stripping Inflection Point (Wheel B) 0