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Sample Record for 2023-11-29-22

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Project Information

Project ID: 212112 DEA: 080C2514 EFIS: 0816000076 COOP: 081645 QA Service Level: 1
DIST-CO-RTE-PM: 08-SBD-10-0.0/13.2
Work Description: Design-Build of I-10 Corridor Contract 1 - Adding 2 new Express Lanes
Location Description: LA/SBD County Line to PM 13.2 near I-15
Contractor Name: Lane-Security Paving Joint Venture
Contractor Address: 3450 Centre Lake Drive, 1st Floor, Ontario, CA 91761
Resident Engineer: Jose Corona Structure Rep.: Luis Negrete

Sample Information

DIME Sample ID: 2023-11-29-22
TL Number from the TL Form:
Sample Submitted By Organization: CT D08 - Fontana Southern Regional Laboratory
Sample Organization Contact: 213-792-4794
Type of Sample: Production Start-Up
Type of Material: Hot Mix Asphalt
Sample Taken Date: 11/29/2023
Date that the sample was received by the laboratory/organization performing the testing: 12/06/2023
The quantity of what the sample constitutes: 20 BOXES OF HMA
A brief description of the sample: 3/4" HMA-A-SP-R15 0.5% LAS
From where was the sample collected: Manufacturer
Laboratory sample identification: 0606A-23
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Vulcan Corona

Material Information

HMA Type: Type A HMA
HMA Grading: 3/4 inch
Lot number:
Sublot number:
HMA Mix Number: 224112 CORD SJR
Test results on following page(s): 4

Test Results

Test 1 of 4

DIME Test ID: 2023-11-29-22-1
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: 12/29/2023
Date Tested: 12/07/2023
Submitted By Organization: CT D08 - Fontana Southern Regional Laboratory
Organization Address: 13970 Victoria Street,
Organization City: Fontana
Organization State: CA
Organization Zipcode: 92336
Organization Email: jose.guzman@dot.ca.gov
Organization Phone: 9098293029
General Comments for this Test:
Test Result Compliance: not applicable
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 7352.8 grams
Mass of oven-dry sample in air for Sample 1 2565.6 grams
Mass of container filled with the sample and water for Sample 1 8893.4 grams
Temperature of Water 77 °F
Specific Gravity for Sample 1 2.503
Theoretical maximum density at 25°C (77°F) 2496 kg/m^3

Test 2 of 4

DIME Test ID: 2023-11-29-22-2
Test Method: AASHTO T269-14: Standard Method of Test for Percent Air Voids in Compacted Dense and Open Asphalt Mixtures (Air Void)
Verified Date: 12/29/2023
Date Tested: 12/08/2023
Submitted By Organization: CT D08 - Fontana Southern Regional Laboratory
Organization Address: 13970 Victoria Street,
Organization City: Fontana
Organization State: CA
Organization Zipcode: 92336
Organization Email: jose.guzman@dot.ca.gov
Organization Phone: 9098293029
General Comments for this Test:
Test Result Compliance: complies
Additional Comments When Verified:
Percent Air Voids 3.7 %
Percent Air Voids 2 3.7 %
Percent Air Voids 3 3.7 %
Percent Air Voids Average 3.7 %

Test 3 of 4

DIME Test ID: 2023-11-29-22-3
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: 12/29/2023
Date Tested: 12/08/2023
Submitted By Organization: CT D08 - Fontana Southern Regional Laboratory
Organization Address: 13970 Victoria Street,
Organization City: Fontana
Organization State: CA
Organization Zipcode: 92336
Organization Email: jose.guzman@dot.ca.gov
Organization Phone: 9098293029
General Comments for this Test:
Test Result Compliance: not applicable
Additional Comments When Verified:
Bulk Specific Gravity 2.410
Bulk Specific Gravity 2 2.410
Bulk Specific Gravity 3 2.410
Average Bulk Specific Gravity 2.41

Test 4 of 4

DIME Test ID: 2023-11-29-22-4
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: 12/29/2023
Date Tested: 12/13/2023
Submitted By Organization: CT D08 - Fontana Southern Regional Laboratory
Organization Address: 13970 Victoria Street,
Organization City: Fontana
Organization State: CA
Organization Zipcode: 92336
Organization Email: jose.guzman@dot.ca.gov
Organization Phone: 9098293029
General Comments for this Test:
Test Result Compliance: complies
Additional Comments When Verified:
What temperature unit is used? Celsius
Test procedure used? Method A
Mass of HMA Sample prior to ignition 2136.0 g
Corrected Asphalt Binder Content 4.65 %
Mass Loss 111.9 g
Correction Factor (Percent by mass of HMA Specimen) 0.45 %
Moisture Content 0.00 %
Temperature Compensation Factor 0.14 %
Test Temperature 538 C