Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 1002406 DEA: 09428804 EFIS: 0925000089
QA Service Level: 1
DIST-CO-RTE-PM: 09-INY-395-
Work Description: RTE 395 LITTLE LAKE PAVEMENT PRESERVATION (PM R8.4/R11.8): HMA (TYPE A) OVERLAY & DIGOUTS, HMA DIKE (TYPE E), SHOULDER BACKING, RUMBLE STRIP, FOG SEAL, COLD PLANE, THERMO STRIPING
Location Description:
Contractor Name: Bowman Asphalt Inc.
Contractor Address: 3351 Fairhaven Dr., Bakersfield, CA 93308
Resident Engineer: Hin Hartanto Structure Rep.: Unknown
DIME Sample ID: 2026-07-17-23
TL Number from the TL Form:
Sample Submitted By Organization: CT D09 - Bishop Field Laboratory
Sample Organization Contact: (760) 872-5211
Type of Sample: JMF Verification
Type of Material: Hot Mix Asphalt
Sample Taken Date: 07/17/2026
Date that the sample was received by the laboratory/organization performing the testing: 07/17/2026
The quantity of what the sample constitutes: 24 boxes
A brief description of the sample: 3/8 HMA type A
From where was the sample collected: Source
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Bowman Asphalt, Ridgecrest
DIME Test ID: 2026-07-17-23-1
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: 08/11/2026
Date Tested: 07/20/2026
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: JMF-01
Test Result Compliance: complies
Additional Comments When Verified:
|
What temperature unit is used?
|
Celsius
|
|
Test procedure used?
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Method A
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|
Mass of the specimen basket assembly
|
4255.8 g
|
|
Mass of the specimen and specimen basket assembly prior to ignition
|
5868.7 g
|
|
Mass of HMA Sample prior to ignition
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1612.9 g
|
|
Corrected Asphalt Binder Content
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5.49 %
|
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Mass Loss
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93 g
|
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Mass of aggregate remaining after ignition
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1519.9 g
|
|
Correction Factor (Percent by mass of HMA Specimen)
|
0.28 %
|
|
Moisture Content
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no data0 %
|
|
Temperature Compensation Factor
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no data0 %
|
|
Test Temperature
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538 C
|
DIME Test ID: 2026-07-17-23-2
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: 08/11/2026
Date Tested: 07/20/2026
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: JMF-01
Test Result Compliance: complies
Additional Comments When Verified:
|
Number of Samples
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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
|
1697.6 grams
|
|
Mass of container filled with the sample and water for Sample 1
|
8309.7 grams
|
|
Temperature of Water
|
77.3 °F
|
|
Specific Gravity for Sample 1
|
2.445
|
|
Theoretical maximum density at 25°C (77°F)
|
152.2 lb/ft^3
|
DIME Test ID: 2026-07-17-23-3
Test Method: AASHTO T269-14: Standard Method of Test for Percent Air Voids in Compacted Dense and Open Asphalt Mixtures (Air Void)
Verified Date: 08/11/2026
Date Tested: 07/20/2026
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: JMF-01
Test Result Compliance: complies
Additional Comments When Verified:
|
Percent Air Voids
|
2.7 %
|
|
Percent Air Voids 2
|
2.5 %
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|
Percent Air Voids 3
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2.7 %
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Average Percent Air Voids
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2.6 %
|
DIME Test ID: 2026-07-17-23-4
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: 08/11/2026
Date Tested: 07/20/2026
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: JMF-01
Test Result Compliance: complies
Additional Comments When Verified:
|
Bulk Specific Gravity
|
2.378
|
|
Bulk Specific Gravity 2
|
2.385
|
|
Bulk Specific Gravity 3
|
2.378
|
|
Average Bulk Specific Gravity
|
2.38
|
