Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 994412 DEA: 06442564 EFIS: 0620000053 COOP: 061774
QA Service Level: 1
DIST-CO-RTE-PM: 06-KER, -46-26.1/30.2
Work Description: CONVERT 2-LANE CONVENTIONAL HIGHWAY TO A 4-LANE EXPRESSWAY.
Location Description: KERN COUNTY IN AND NEAR LOST HILLS FROM 1.3 MILES WEST OF BROWN MATERIAL ROAD TO 0.2 MILE EAST OF CALIFORNIA AQUEDUCT
Contractor Name: GRANITE CONSTRUCTION COMPANY
Contractor Address: 3005 James Road, Bakersfield, CA 93308
Resident Engineer: JAKE GARCIA Structure Rep.: Unknown
DIME Sample ID: 2023-09-22-6
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: 09/22/2023
Date that the sample was received by the laboratory/organization performing the testing: 09/22/2023
The quantity of what the sample constitutes: L1SL1- PSE sample per CTM 125
A brief description of the sample: 3/4 Type A HMA
From where was the sample collected: Source
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Granite Solari
DIME Test ID: 2023-09-22-6-1
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: 09/22/2023
Date Tested: 09/22/2023
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: L1SL1
Test Result Compliance: complies
Additional Comments When Verified:
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Number of Samples
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1
|
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What is the unit of measurement for theoretical density?
|
SI Units
|
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Mass Determination
|
Air
|
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Method Performed
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Mechanical Agitation - Method A
|
|
Mass of container filled with water 1
|
7328.4 grams
|
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Mass of oven-dry sample in air for Sample 1
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2597.5 grams
|
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Mass of container filled with the sample and water for Sample 1
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8905.1 grams
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Temperature of Water
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77 °F
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Specific Gravity for Sample 1
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2.545
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Theoretical maximum density at 25°C (77°F)
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2538 kg/m^3
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DIME Test ID: 2023-09-22-6-2
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: 09/22/2023
Date Tested: 09/22/2023
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: L1SL1
Test Result Compliance: complies
Additional Comments When Verified:
|
What temperature unit is used?
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Fahrenheit
|
|
Test procedure used?
|
Method A
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Mass of the specimen basket assembly
|
4343.6 g
|
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Mass of the specimen and specimen basket assembly prior to ignition
|
6504.1 g
|
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Mass of HMA Sample prior to ignition
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2160.5 g
|
|
Corrected Asphalt Binder Content
|
4.47 %
|
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Mass Loss
|
108.6 g
|
|
Mass of aggregate remaining after ignition
|
2051.9 g
|
|
Correction Factor (Percent by mass of HMA Specimen)
|
0.56 %
|
|
Moisture Content
|
0.00 %
|
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Temperature Compensation Factor
|
0.00 %
|
|
Test Temperature
|
538 F
|
DIME Test ID: 2023-09-22-6-3
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: 09/28/2023
Date Tested: 09/28/2023
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: L1SL1= 95.9%, L1SL2-= 94.8%
Test Result Compliance: complies
Additional Comments When Verified:
|
Bulk Specific Gravity
|
2.439
|
|
Bulk Specific Gravity 2
|
2.414
|
|
Average Bulk Specific Gravity
|
2.427
|
