Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 995236 DEA: 060U2904 EFIS: 0616000001
QA Service Level: 1
DIST-CO-RTE-PM: 06-KER-184-1.1/8.3
Work Description: COLD PLANE & OVERLAY WITH HMA/RHMA, CONSTRUCT SIDEWALKS & CURB RAMPS.
Location Description: KERN COUNTY NEAR BAKERSFIELD FROM WHARTON AVENUE TO EDISON HIGHWAY
Contractor Name: GRIFFITH COMPANY
Contractor Address: 1128 Carrier Parkway Avenue, Bakersfield, ca 93308
Resident Engineer: Mandeep Chahal Structure Rep.: Vicente Sanchez
DIME Sample ID: 2026-04-09-16
TL Number from the TL Form:
Sample Submitted By Organization: CT D06 - Bakersfield Field Laboratory
Sample Organization Contact: 661-549-8281
Type of Sample: Acceptance
Type of Material: Hot Mix Asphalt
Sample Taken Date: 04/09/2026
Date that the sample was received by the laboratory/organization performing the testing: 04/10/2026
The quantity of what the sample constitutes: HMA - 750 Tonne L1SL9
A brief description of the sample: 3/4" HMA- A with 15% Rap
From where was the sample collected: Source
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Griffith Edmonston
DIME Test ID: 2026-04-09-16-1
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: 04/10/2026
Date Tested: 04/10/2026
Submitted By Organization: CT D06 - Bakersfield Field Laboratory
Organization Address: 1824 Norris Road,
Organization City: Bakersfield
Organization State: CA
Organization Zipcode: 93308
Organization Email: kulwinder.rai@dot.ca.gov
Organization Phone: (661) 549-8281
General Comments for this Test:
Test Result Compliance: complies
Additional Comments When Verified:
|
What temperature unit is used?
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Fahrenheit
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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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4365.7 g
|
|
Mass of the specimen and specimen basket assembly prior to ignition
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6529.6 g
|
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Corrected Asphalt Binder Content
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4.41 %
|
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Mass of HMA Sample prior to ignition
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2163.9 g
|
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Mass Loss
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112.4 g
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Mass of aggregate remaining after ignition
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2051.5 g
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Correction Factor (Percent by mass of HMA Specimen)
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0.78 %
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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 F
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DIME Test ID: 2026-04-09-16-2
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: 04/10/2026
Date Tested: 04/10/2026
Submitted By Organization: CT D06 - Bakersfield Field Laboratory
Organization Address: 1824 Norris Road,
Organization City: Bakersfield
Organization State: CA
Organization Zipcode: 93308
Organization Email: kulwinder.rai@dot.ca.gov
Organization Phone: (661) 549-8281
General Comments for this Test:
Test Result Compliance:
Additional Comments When Verified:
|
Number of Samples
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1
|
|
What is the unit of measurement for theoretical density?
|
SI Units
|
|
Mass Determination
|
Air
|
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Method Performed
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Mechanical Agitation - Method A
|
|
Mass of container filled with water 1
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7327 grams
|
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Mass of oven-dry sample in air for Sample 1
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2553.1 grams
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Mass of container filled with the sample and water for Sample 1
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8895 grams
|
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Temperature of Water
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77 °F
|
|
Specific Gravity for Sample 1
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2.592
|
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Theoretical maximum density at 25°C (77°F)
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2584 kg/m^3
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DIME Test ID: 2026-04-09-16-3
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)
Submitted By Organization: CT D06 - Bakersfield Field Laboratory
Organization Address: 1824 Norris Road,
Organization City: Bakersfield
Organization State: CA
Organization Zipcode: 93308
Organization Email: kulwinder.rai@dot.ca.gov
Organization Phone: (661) 549-8281
Data has not been verified.
