Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 994632 DEA: 061E6004 EFIS: 0622000067
QA Service Level: 1
DIST-CO-RTE-PM: 06-KER-166-9.0/24.6
Work Description:
Location Description: FOR CONSTRUCTION ON STATE HIGHWAY IN KERN COUNTY NEAR MARICOPA FROM 4.0 MILES EAST OF BASIC SCHOOL ROAD TO ROUTE 166/99 SEPARATION
Contractor Name: VSS International
Contractor Address: Unknown
Resident Engineer: Jake Garcia Structure Rep.: Unknown
DIME Sample ID: 2023-05-02-25
TL Number from the TL Form:
Sample Submitted By Organization: CT D06 - Bakersfield Field Laboratory
Sample Organization Contact: 661-549-8281
Type of Sample: Department Acceptance
Type of Material: Hot Mix Asphalt
Sample Taken Date: 05/02/2023
Date that the sample was received by the laboratory/organization performing the testing: 05/01/2023
The quantity of what the sample constitutes: 75
A brief description of the sample: 3/4" HMA type A PG 58-16 Rsp 25%
From where was the sample collected: Source
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Solari plant Granite Arvin
DIME Test ID: 2023-05-02-25-1
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: 05/03/2023
Date Tested: 05/02/2023
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: L1SL2
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
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3865.0 g
|
|
Mass of the specimen and specimen basket assembly prior to ignition
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6003.7 g
|
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Mass of HMA Sample prior to ignition
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2138.7 g
|
|
Corrected Asphalt Binder Content
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4.68 %
|
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Mass Loss
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112.1 g
|
|
Mass of aggregate remaining after ignition
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2026.6 g
|
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Correction Factor (Percent by mass of HMA Specimen)
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0.56 %
|
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Moisture Content
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0.00 %
|
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Temperature Compensation Factor
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0.00 %
|
|
Test Temperature
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538 F
|
DIME Test ID: 2023-05-02-25-2
Test Method: AASHTO T209-12: Standard Method of Test for Theoretical Maximum Specific Gravity (Gmm) and Density of Asphalt Mixtures (Maximum Specific Gravity)
Verified Date: 05/03/2023
Date Tested: 05/02/2023
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: L1SL2
Test Result Compliance:
Additional Comments When Verified:
|
Number of tests
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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
|
7328.4 grams
|
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Mass of oven-dry sample in air for Sample 1
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2548.6 grams
|
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Mass of container filled with the sample and water for Sample 1
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8870.2 grams
|
|
Temperature of Water
|
77 °F
|
|
Specific Gravity for Sample 1
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2.531
|
|
Theoretical maximum density at 25°C (77°F)
|
2523.7 kg/m^3
|
DIME Test ID: 2023-05-02-25-3
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)
Verified Date: 05/03/2023
Date Tested: 05/03/2023
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: L1SL2 core 2A = 96.2%
Test Result Compliance: complies
Additional Comments When Verified:
|
Bulk Specific Gravity
|
2.434
|
