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Sample Record for 2023-05-11-2

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Project Information

Project ID: 993482 DEA: 060V2804 EFIS: 0616000124 QA Service Level: 1
DIST-CO-RTE-PM: 06-KER-184-L0.9/L1.1
Work Description: PLACE HMA AND MINOR CONCRETE, REPLACE ELECTRICAL & LIGHTING SYSTEMS.
Location Description: KERN COUNTY NEAR LAMONT FROM 0.1 MILE SOUTH TO 0.1 MILE NORTH OF SUNSET BOULEVARD
Contractor Name: Griffith Company
Contractor Address: 1128 Carrier Parkway, Bakersfield ,CA 93308
Resident Engineer: Jose Quiroz Structure Rep.: Unknown

Sample Information

DIME Sample ID: 2023-05-11-2
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: 05/11/2023
Date that the sample was received by the laboratory/organization performing the testing: 05/12/2023
The quantity of what the sample constitutes: lot 1 SL 5 750 ton
A brief description of the sample: 3/4" HMA Type 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

Material Information

HMA Type: Type A HMA
HMA Grading: 3/4 inch
Lot number: 1
Sublot number: 5
HMA Mix Number:
Test results on following page(s): 3

Test Results

Test 1 of 3

DIME Test ID: 2023-05-11-2-1
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: 05/12/2023
Date Tested: 05/12/2023
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: L1SL5
Test Result Compliance: complies
Additional Comments When Verified:
What temperature unit is used? Fahrenheit
Test procedure used? Method A
Mass of the specimen basket assembly 4342.0 g
Mass of the specimen and specimen basket assembly prior to ignition 6373.1 g
Mass of HMA Sample prior to ignition 2031.1 g
Corrected Asphalt Binder Content 4.50 %
Mass Loss 100.1 g
Mass of aggregate remaining after ignition 1931.0 g
Correction Factor (Percent by mass of HMA Specimen) 0.43 %
Moisture Content 0.00 %
Temperature Compensation Factor 0.00 %
Test Temperature 538 F

Test 2 of 3

DIME Test ID: 2023-05-11-2-2
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: 05/12/2023
Date Tested: 05/12/2023
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: L1SL5
Test Result Compliance: complies
Additional Comments When Verified:
Number of tests 1
What is the unit of measurement for theoretical density? SI Units
Mass Determination Air
Method Performed no data
Mass of container filled with water 7328.4 grams
Mass of oven-dry sample in air for Sample 1 2538.1 grams
Mass of container filled with the sample and water for Sample 1 8889.8 grams
Temperature of Water 77 °F
Specific Gravity for Sample 1 2.599
Theoretical maximum density at 25°C (77°F) 2591.5 kg/m^3

Test 3 of 3

DIME Test ID: 2023-05-11-2-3
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: 05/15/2023
Date Tested: 05/12/2023
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: L1SL5 5A= 95.1%, 5B= 94.4%, 5C= 94.3%
Test Result Compliance: complies
Additional Comments When Verified:
Bulk Specific Gravity 2.429
Bulk Specific Gravity 2 2.407
Bulk Specific Gravity 3 2.403
Average Bulk Specific Gravity 2.413