Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 1001575 DEA: 061H9604 EFIS: 0625000104
QA Service Level: 1
DIST-CO-RTE-PM: 06-KER-46,119-VAR
Work Description: COLD PLANE AC PAVEMENT AND PLACING RHMA TYPE G.
Location Description: KERN COUNTY AT VARIOUS LOCATIONS
Contractor Name: Griffith Company (Edward Torres)
Contractor Address: 1128 Carrier Parkway Avenue, Bakersfield, CA 93308
Resident Engineer: Alejandro Ruezga Structure Rep.: Unknown
DIME Sample ID: 2026-04-07-8
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: 04/07/2026
Date that the sample was received by the laboratory/organization performing the testing: 04/08/2026
The quantity of what the sample constitutes: L3SL24- 12 box RHMA, 2bags of cold feed,
A brief description of the sample: 1/2" RHMA-G
From where was the sample collected: Source
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Griffith Edmonston
HMA Type: RHMA-G
HMA Grading: 1/2 inch
Lot number: 3
Sublot number: 24
HMA Mix Number:
Binder content (%): 7.5
Virgin binder PG: PG 64-16
Design binder PG: PG 64-16
Binder Supplier: San Juaquin Refinery
RAP content (%): 0
WMA Additives: No
Antistrip type: LIme 0.8%
DIME Test ID: 2026-04-07-8-1
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: 04/08/2026
Date Tested: 04/08/2026
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?
|
Fahrenheit
|
|
Test procedure used?
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Method A
|
|
Mass of the specimen basket assembly
|
4367 g
|
|
Mass of the specimen and specimen basket assembly prior to ignition
|
5917.6 g
|
|
Corrected Asphalt Binder Content
|
7.44 %
|
|
Mass of HMA Sample prior to ignition
|
1550.6 g
|
|
Mass Loss
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119.4 g
|
|
Mass of aggregate remaining after ignition
|
1431.2 g
|
|
Correction Factor (Percent by mass of HMA Specimen)
|
0.26 %
|
|
Moisture Content
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no data0 %
|
|
Temperature Compensation Factor
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no data0 %
|
|
Test Temperature
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538 F
|
DIME Test ID: 2026-04-07-8-2
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: 04/08/2026
Date Tested: 04/08/2026
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
|
|
Method Performed
|
Mechanical Agitation - Method A
|
|
Mass of container filled with water 1
|
7327 grams
|
|
Mass of oven-dry sample in air for Sample 1
|
1539.7 grams
|
|
Mass of container filled with the sample and water for Sample 1
|
8245 grams
|
|
Temperature of Water
|
77 °F
|
|
Specific Gravity for Sample 1
|
2.477
|
|
Theoretical maximum density at 25°C (77°F)
|
2470 kg/m^3
|
