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: 2026-07-06-12
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: 07/06/2026
Date that the sample was received by the laboratory/organization performing the testing: 07/06/2026
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 - 35
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Grinding Rock - Independence
DIME Test ID: 2026-07-06-12-1
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: 07/08/2026
Date Tested: 07/07/2026
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-35
Test Result Compliance: complies
Additional Comments When Verified:
|
Number of tests
|
4
|
|
Bulk Specific Gravity 1
|
2.335
|
|
Bulk Specific Gravity 2
|
2.338
|
|
Bulk Specific Gravity 3
|
2.351
|
|
Bulk Specific Gravity 4
|
2.337
|
|
Percent of water absorbed by volume 1
|
0.33 %
|
|
Percent of water absorbed by volume 2
|
0.3 %
|
|
Percent of water absorbed by volume 3
|
0.32 %
|
|
Percent of water absorbed by volume 4
|
0.37 %
|
|
Average Bulk Specific Gravity
|
2.34
|
DIME Test ID: 2026-07-06-12-2
Test Method: AASHTO T209-25: Standard Method of Test for Theoretical Maximum Specific Gravity (Gmm) and Density of Asphalt Mixtures (Maximum Specific Gravity)
Verified Date: 07/08/2026
Date Tested: 07/07/2026
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-35
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
|
7306.4 grams
|
|
Mass of oven-dry sample in air for Sample 1
|
2107.6 grams
|
|
Mass of container filled with the sample and water for Sample 1
|
8572.5 grams
|
|
Temperature of Water
|
77.6 °F
|
|
Specific Gravity for Sample 1
|
2.505
|
|
Theoretical maximum density at 25°C (77°F)
|
155.9 lb/ft^3
|
DIME Test ID: 2026-07-06-12-3
Test Method: AASHTO T308-25: 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: 07/08/2026
Date Tested: 07/07/2026
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-35
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
|
4256.2 g
|
|
Mass of the specimen and specimen basket assembly prior to ignition
|
6375.2 g
|
|
Corrected Asphalt Binder Content
|
4.59 %
|
|
Mass of HMA Sample prior to ignition
|
2119 g
|
|
Mass Loss
|
106.5 g
|
|
Mass of aggregate remaining after ignition
|
2012.5 g
|
|
Correction Factor (Percent by mass of HMA Specimen)
|
0.44 %
|
|
Moisture Content
|
no data0 %
|
|
Temperature Compensation Factor
|
no data0 %
|
|
Test Temperature
|
538 C
|
DIME Test ID: 2026-07-06-12-4
Test Method: AASHTO T269-24E25: Standard Method of Test for Percent Air Voids in Compacted Dense and Open Asphalt Mixtures (Air Void)
Verified Date: 07/08/2026
Date Tested: 07/08/2026
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-35
Test Result Compliance: complies
Additional Comments When Verified:
|
Percent Air Voids
|
3.4 %
|
|
Percent Air Voids 2
|
3.4 %
|
|
Percent Air Voids 3
|
3.4 %
|
|
Average Percent Air Voids
|
3.4 %
|
DIME Test ID: 2026-07-06-12-5
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: 07/08/2026
Date Tested: 07/08/2026
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-35
Test Result Compliance: complies
Additional Comments When Verified:
|
Bulk Specific Gravity
|
2.419
|
|
Bulk Specific Gravity 2
|
2.42
|
|
Bulk Specific Gravity 3
|
2.419
|
|
Average Bulk Specific Gravity
|
2.419
|
DIME Test ID: 2026-07-06-12-6
Test Method: AASHTO T324-14: Standard Method of Test for Hamburg Wheel-Track Testing of Compacted Asphalt Mixtures (Hamburg Wheel Track)
Verified Date: 07/08/2026
Date Tested: 07/08/2026
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-35
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)
|
15000
|
|
Specified minimum number of passes at ½” rut depth, or number of passes at ½” rut depth if applicable (Wheel B)
|
15000
|
|
Impression at specified number of passes, or specified maximum impression if applicable (Wheel A)
|
4.06 mm
|
|
Impression at specified number of passes, or specified maximum impression if applicable (Wheel B)
|
3.84 mm
|
|
Stripping Inflection Point (Wheel A)
|
0
|
|
Stripping Inflection Point (Wheel B)
|
0
|
