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Sample Record for 2023-06-26-23

Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.

Project Information

Project ID: 994753 DEA: 061E8404 EFIS: 0622000104 QA Service Level: 1
DIST-CO-RTE-PM: 06---
Work Description:
Location Description:
Contractor Name: Griffith Co.
Contractor Address: 12200 Bloomfield Ave, Santa Fe Springs, CA 90670
Resident Engineer: Trever Shiplee Structure Rep.: Unknown

Sample Information

DIME Sample ID: 2023-06-26-23
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: 06/26/2023
Date that the sample was received by the laboratory/organization performing the testing: 06/27/2023
The quantity of what the sample constitutes: 10 box HMA
A brief description of the sample: 3/4" hma TYPE A
From where was the sample collected: Source
Laboratory sample identification: L1SL5
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: 2023-06-26-23-1
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: 06/27/2023
Date Tested: 06/27/2023
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:
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 7328.4 grams
Mass of oven-dry sample in air for Sample 1 2629.4 grams
Mass of container filled with the sample and water for Sample 1 8935.7 grams
Temperature of Water 77 °F
Specific Gravity for Sample 1 2.573
Theoretical maximum density at 25°C (77°F) 2565.5 kg/m^3

Test 2 of 3

DIME Test ID: 2023-06-26-23-2
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: 06/27/2023
Date Tested: 06/27/2023
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 3945.8 g
Mass of the specimen and specimen basket assembly prior to ignition 6066.4 g
Mass of HMA Sample prior to ignition 2120.6 g
Corrected Asphalt Binder Content 5.03 %
Mass Loss 116.1 g
Mass of aggregate remaining after ignition 2004.5 g
Correction Factor (Percent by mass of HMA Specimen) 0.44 %
Moisture Content 0.00 %
Temperature Compensation Factor 0.00 %
Test Temperature 538 F

Test 3 of 3

DIME Test ID: 2023-06-26-23-3
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: 06/28/2023
Date Tested: 06/28/2023
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: L1SL5 5A=94.9%, 5B= 94.2%, 5C= 93.8%
Test Result Compliance: complies
Additional Comments When Verified:
Bulk Specific Gravity 2.402
Bulk Specific Gravity 2 2.385
Bulk Specific Gravity 3 2.361
Average Bulk Specific Gravity 2.383