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Sample Record for 2024-02-22-8

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Project Information

Project ID: 994144 DEA: 060W15V4 EFIS: 0619000107 QA Service Level: 1
DIST-CO-RTE-PM: 06-KER-58,204-R53.4/R54.5,R0.0/4.6
Work Description: MODIFY SIGNAL AND LIGHTING SYSTEMS AND REPLACE CURB RAMPS.
Location Description: KERN COUNTY IN BAKERSFIELD ON ROUTE 58 FROM SOUTH H STREET OVERCROSSING TO ROUTE 204 AND ON ROUTE 204 FROM ROUTE 58/204 SEPARATION TO L STREET
Contractor Name: PTM General Engineering
Contractor Address: 5942 Acorn Street, Riverside,CA 92504
Resident Engineer: Trever Shiplee Structure Rep.: Ulysis Baal

Sample Information

DIME Sample ID: 2024-02-22-8
TL Number from the TL Form:
Sample Submitted By Organization: CT D06 - Bakersfield Field Laboratory
Sample Organization Contact: 661-549-8281
Type of Sample: Department Acceptance
Type of Material: Hot Mix Asphalt
Sample Taken Date: 02/22/2024
Date that the sample was received by the laboratory/organization performing the testing: 02/22/2024
The quantity of what the sample constitutes: L1SL19
A brief description of the sample: 3/4 HMA Type A
From where was the sample collected: Source
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Granite Solari

Material Information

HMA Type: Type A HMA
HMA Grading: 3/4 inch
Lot number: 1
Sublot number: 19
HMA Mix Number:

Test Results

Test 1 of 3

DIME Test ID: 2024-02-22-8-1
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: 02/23/2024
Date Tested: 02/22/2024
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: L1SL19
Test Result Compliance:
Additional Comments When Verified:
Number of tests 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 7326.7 grams
Mass of oven-dry sample in air for Sample 1 2507.1 grams
Mass of container filled with the sample and water for Sample 1 8839.7 grams
Temperature of Water 77 °F
Specific Gravity for Sample 1 2.522
Theoretical maximum density at 25°C (77°F) 2514.7 kg/m^3

Test 2 of 3

DIME Test ID: 2024-02-22-8-2
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: 02/23/2024
Date Tested: 02/22/2024
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: L1SL19
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 4239.5 g
Mass of the specimen and specimen basket assembly prior to ignition 6363.7 g
Mass of HMA Sample prior to ignition 2124.2 g
Corrected Asphalt Binder Content 4.87 %
Mass Loss 112.2 g
Mass of aggregate remaining after ignition 2012.0 g
Correction Factor (Percent by mass of HMA Specimen) 0.41 %
Moisture Content 0.00 %
Temperature Compensation Factor 0.00 %
Test Temperature 538 F

Test 3 of 3

DIME Test ID: 2024-02-22-8-3
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: 02/23/2024
Date Tested: 02/23/2024
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: 19A= 95.7, 19B= 93.1
Test Result Compliance: complies
Additional Comments When Verified:
Bulk Specific Gravity 2.415
Bulk Specific Gravity 2 2.348
Average Bulk Specific Gravity 2.382