Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 1001050 DEA: 09397304 EFIS: 0924000044
QA Service Level: 1
DIST-CO-RTE-PM: 09-KER-58-77.2/R138.9
Work Description: COLD PLANE AC PAVEMENT AND PLACE HMA (TYPE A).
Location Description: KERN COUNTY FROM 0.3 MILE WEST OF HART FLAT UNDERCROSSING TO 2.6 MILES WEST OF BORON OVERCROSSING
Contractor Name: GRANITE CONSTRUCTION COMPANY
Contractor Address: Unknown
Resident Engineer: Hin Hartanto Structure Rep.: Unknown
DIME Sample ID: 2025-08-19-19
TL Number from the TL Form:
Sample Submitted By Organization: CT D08 - Fontana Southern Regional Laboratory
Sample Organization Contact: 213-792-4794
Type of Sample: Production Start-Up
Type of Material: Hot Mix Asphalt
Sample Taken Date: 08/19/2025
Date that the sample was received by the laboratory/organization performing the testing: 08/19/2025
The quantity of what the sample constitutes: 161 tons from plant
A brief description of the sample: 3/4" HMA-SP SJR 64-16R25
From where was the sample collected: Source
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Granite Solari Plant
DIME Test ID: 2025-08-19-19-1
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: 08/29/2025
Date Tested: 08/20/2025
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: HMA-PSU 1
Test Result Compliance: complies
Additional Comments When Verified:
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Number of tests
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1
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What is the unit of measurement for theoretical density?
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US Units
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Mass Determination
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Air
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Method Performed
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Mechanical Agitation - Method A
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Mass of container filled with water
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7310.5 grams
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Mass of oven-dry sample in air for Sample 1
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2037.3 grams
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Mass of container filled with the sample and water for Sample 1
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8554.7 grams
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Temperature of Water
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77 °F
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Specific Gravity for Sample 1
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2.569
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Theoretical maximum density at 25°C (77°F)
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159.9 lb/ft^3
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DIME Test ID: 2025-08-19-19-2
Test Method: AASHTO T269-14: Standard Method of Test for Percent Air Voids in Compacted Dense and Open Asphalt Mixtures (Air Void)
Verified Date: 08/29/2025
Date Tested: 08/20/2025
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: HMA-PSU 1
Test Result Compliance: complies
Additional Comments When Verified:
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Percent Air Voids
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4.8 %
|
|
Percent Air Voids 2
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5 %
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Percent Air Voids 3
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4.8 %
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Average Percent Air Voids
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4.9 %
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DIME Test ID: 2025-08-19-19-4
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: 08/29/2025
Date Tested: 08/20/2025
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: HMA-PSU 1
Test Result Compliance: complies
Additional Comments When Verified:
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What temperature unit is used?
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Celsius
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Test procedure used?
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Method A
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Mass of the specimen basket assembly
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4254 g
|
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Mass of the specimen and specimen basket assembly prior to ignition
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6441.3 g
|
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Mass of HMA Sample prior to ignition
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2187.3 g
|
|
Corrected Asphalt Binder Content
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4.37 %
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Mass Loss
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103.7 g
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Mass of aggregate remaining after ignition
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2083.6 g
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Correction Factor (Percent by mass of HMA Specimen)
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0.37 %
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Moisture Content
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no data0 %
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Temperature Compensation Factor
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no data0 %
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Test Temperature
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538 C
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DIME Test ID: 2025-08-19-19-5
Test Method: AASHTO T324-14: Standard Method of Test for Hamburg Wheel-Track Testing of Compacted Asphalt Mixtures (Hamburg Wheel Track)
Verified Date: 08/29/2025
Date Tested: 08/22/2025
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: HMA-PSU 1
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)
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15000
|
|
Specified minimum number of passes at ½” rut depth, or number of passes at ½” rut depth if applicable (Wheel B)
|
15000
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Impression at specified number of passes, or specified maximum impression if applicable (Wheel A)
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4.35 mm
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Impression at specified number of passes, or specified maximum impression if applicable (Wheel B)
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4.77 mm
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Stripping Inflection Point (Wheel A)
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0
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Stripping Inflection Point (Wheel B)
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0
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