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Sample Record for 2024-05-20-22

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Project Information

Project ID: 994819 DEA: 060U4304 EFIS: 0616000033 QA Service Level: 1
DIST-CO-RTE-PM: 06-KER-184-8.5/11.6
Work Description: RESURFACE LANES AND SHOULDERS.
Location Description: KERN COUNTY IN AND NEAR BAKERSFIELD FROM 0.1 MILE NORTH OF EDISON HIGHWAY TO 0.1 MILE NORTH OF CHASE AVENUE
Contractor Name: Griffith Company
Contractor Address: 1128 Carrier Parkway Avenue, Bakersfield CA 93308
Resident Engineer: Amrit Brar Structure Rep.: Unknown

Sample Information

DIME Sample ID: 2024-05-20-22
TL Number from the TL Form:
Sample Submitted By Organization: CT D06 - Bakersfield Field Laboratory
Sample Organization Contact: 661-549-8281
Type of Sample: Quality Assurance
Type of Material: Hot Mix Asphalt
Sample Taken Date: 05/20/2024
Date that the sample was received by the laboratory/organization performing the testing: 05/20/2024
The quantity of what the sample constitutes: 10 boxes HMA type A, 2 bags of aggregate
A brief description of the sample: 3/4" RHMA - G
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: 3
Sublot number: 8
HMA Mix Number:

Test Results

Test 1 of 3

DIME Test ID: 2024-05-20-22-1
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: 05/20/2024
Date Tested: 05/20/2024
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:
Test Result Compliance: complies
Additional Comments When Verified:
Number of Samples 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 7326.7 grams
Mass of oven-dry sample in air for Sample 1 2754.0 grams
Mass of container filled with the sample and water for Sample 1 8967.3 grams
Temperature of Water 77 °F
Specific Gravity for Sample 1 2.474
Theoretical maximum density at 25°C (77°F) 2467 kg/m^3

Test 2 of 3

DIME Test ID: 2024-05-20-22-2
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: 05/20/2024
Date Tested: 05/20/2024
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:
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 3938.2 g
Mass of the specimen and specimen basket assembly prior to ignition 6183.5 g
Mass of HMA Sample prior to ignition 2245.3 g
Corrected Asphalt Binder Content 7.37 %
Mass Loss 172.2 g
Mass of aggregate remaining after ignition 2073.1 g
Correction Factor (Percent by mass of HMA Specimen) 0.30 %
Moisture Content 0.00 %
Temperature Compensation Factor 0.00 %
Test Temperature 538 F

Test 3 of 3

DIME Test ID: 2024-05-20-22-3
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: 05/21/2024
Date Tested: 05/21/2024
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:
Test Result Compliance: complies
Additional Comments When Verified:
Bulk Specific Gravity 2.360
Bulk Specific Gravity 2 2.336
Bulk Specific Gravity 3 2.342
Average Bulk Specific Gravity 2.346