Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 1001669 DEA: 09379004 EFIS: 0919000004
QA Service Level: 1
DIST-CO-RTE-PM: 09-INY-395-R65.0/76.0
Work Description: FULL DEPTH RECYCLING, COLD PLANE, HMA AND CURB RAMPS.
Location Description: INYO COUNTY AT AND NEAR INDEPENDENCE FROM 3 MILES SOUTH OF MANZANAR REWARD ROAD TO 0.3 MILE NORTH OF SHABBELL LANE
Contractor Name: ROAD AND HIGHWAY BUILDERS LLC
Contractor Address: 950 E MUSTANG RD, SPARKS NV 89434
Resident Engineer: Garrett Rottner Structure Rep.: Unknown
DIME Sample ID: 2026-06-12-5
TL Number from the TL Form:
Sample Submitted By Organization: CT D09 - Bishop Field Laboratory
Sample Organization Contact: (760) 872-5211
Type of Sample: Acceptance
Type of Material: Hot Mix Asphalt
Sample Taken Date: 06/12/2026
Date that the sample was received by the laboratory/organization performing the testing: 06/12/2026
The quantity of what the sample constitutes: 16 boxes of 3/4" Type A HMA with RAP
A brief description of the sample: 0 - 750 tons for today
From where was the sample collected: Job Site
Laboratory sample identification: HMA - 5
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Grinding Rock - Independence
DIME Test ID: 2026-06-12-5-1
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: 06/16/2026
Date Tested: 06/15/2026
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-5
Test Result Compliance: complies
Additional Comments When Verified:
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Number of Samples
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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
|
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 1
|
7310.5 grams
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Mass of oven-dry sample in air for Sample 1
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2122 grams
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Mass of container filled with the sample and water for Sample 1
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8578.6 grams
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Temperature of Water
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77.1 °F
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Specific Gravity for Sample 1
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2.485
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Theoretical maximum density at 25°C (77°F)
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154.7 lb/ft^3
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DIME Test ID: 2026-06-12-5-2
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: 06/16/2026
Date Tested: 06/15/2026
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-5
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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4282.6 g
|
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Mass of the specimen and specimen basket assembly prior to ignition
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6511.8 g
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Mass of HMA Sample prior to ignition
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2229.2 g
|
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Corrected Asphalt Binder Content
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4.58 %
|
|
Mass Loss
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111.8 g
|
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Mass of aggregate remaining after ignition
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2117.4 g
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Correction Factor (Percent by mass of HMA Specimen)
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0.44 %
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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: 2026-06-12-5-4
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: 06/16/2026
Date Tested: 06/16/2026
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-5
Test Result Compliance: complies
Additional Comments When Verified:
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Bulk Specific Gravity
|
2.408
|
|
Bulk Specific Gravity 2
|
2.404
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Bulk Specific Gravity 3
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2.404
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Average Bulk Specific Gravity
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2.405
|
DIME Test ID: 2026-06-12-5-5
Test Method: AASHTO T166-25: Standard Method of Test for Bulk Specific Gravity (Gmb) of Compacted Asphalt Mixtures Using Saturated Surface-Dry Specimens (Method A)
Verified Date: 06/16/2026
Date Tested: 06/16/2026
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-5
Test Result Compliance: complies
Additional Comments When Verified:
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Number of tests
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4
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Bulk Specific Gravity 1
|
2.305
|
|
Bulk Specific Gravity 2
|
2.307
|
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Bulk Specific Gravity 3
|
2.308
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Bulk Specific Gravity 4
|
2.308
|
|
Percent of water absorbed by volume 1
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0.53 %
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|
Percent of water absorbed by volume 2
|
0.51 %
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|
Percent of water absorbed by volume 3
|
0.51 %
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Percent of water absorbed by volume 4
|
0.53 %
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Average Bulk Specific Gravity
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2.307
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DIME Test ID: 2026-06-12-5-6
Test Method: AASHTO T324-14: Standard Method of Test for Hamburg Wheel-Track Testing of Compacted Asphalt Mixtures (Hamburg Wheel Track)
Verified Date: 06/16/2026
Date Tested: 06/16/2026
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-5
Test Result Compliance: complies
Additional Comments When Verified:
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Specified minimum number of passes at ½” rut depth, or number of passes at ½” rut depth if applicable (Wheel A)
|
15000
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Specified minimum number of passes at ½” rut depth, or number of passes at ½” rut depth if applicable (Wheel B)
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15000
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Impression at specified number of passes, or specified maximum impression if applicable (Wheel A)
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4.11 mm
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Impression at specified number of passes, or specified maximum impression if applicable (Wheel B)
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3.93 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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DIME Test ID: 2026-06-12-5-7
Test Method: AASHTO T30-25: Standard Method of Test for Mechanical Analysis of Extracted Aggregate (Mechanical Analysis)
Verified Date: 06/16/2026
Date Tested: 06/15/2026
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-5 PP Gradation
Test Result Compliance: complies
Additional Comments When Verified:
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Is an aggregate correction factor used?
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Yes
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DIME Test ID: 2026-06-12-5-8
Test Method: AASHTO T269-14: Standard Method of Test for Percent Air Voids in Compacted Dense and Open Asphalt Mixtures (Air Void)
Verified Date: 06/16/2026
Date Tested: 06/16/2026
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-5
Test Result Compliance: complies
Additional Comments When Verified:
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Percent Air Voids
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3.1 %
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Percent Air Voids 2
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3.3 %
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Percent Air Voids 3
|
3.2 %
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Average Percent Air Voids
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3.2 %
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