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Sample Record for 2024-04-15-20

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Project Information

Project ID: 215697 DEA: 07318204 EFIS: 0715000286 QA Service Level: 1
DIST-CO-RTE-PM: 07-LA-Route 1-4.0/4.2
Work Description: CM/GC Project - Work consists of constructing secant wall and slope restoration
Location Description: near Point Mugu State Park 0.4 mile South of Sycamore Canyon Road.
Contractor Name: Flatiron/Drill Tech, a Joint Venture
Contractor Address: 15335 Fairfield Ranch Rd, Chino Hills, CA 91709
Resident Engineer: Saeid Shakeri Structure Rep.: Azizollah Maghsoudloo

Sample Information

DIME Sample ID: 2024-04-15-20
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: 04/15/2024
Date that the sample was received by the laboratory/organization performing the testing: 04/16/2024
The quantity of what the sample constitutes: 16 BOXES OF HMA, 3BAGS OF AGG, 1 BAG OF RAP, 4 QTS OF BINDER
A brief description of the sample: 1/2" HMA-A-SP 15% RAP
From where was the sample collected: Manufacturer
Laboratory sample identification: 0178A-24
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: All American Asphalt-Irwindale

Material Information

HMA Type: Type A HMA
HMA Grading: 1/2 inch
Lot number:
Sublot number:
HMA Mix Number: 104775

Test Results

Test 1 of 4

DIME Test ID: 2024-04-15-20-1
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: 07/05/2024
Date Tested: 04/17/2024
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: (909) 829-3029
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 7329.1 grams
Mass of oven-dry sample in air for Sample 1 1567.5 grams
Mass of container filled with the sample and water for Sample 1 8273.2 grams
Temperature of Water 24 °F
Specific Gravity for Sample 1 2.514
Theoretical maximum density at 25°C (77°F) 2507 kg/m^3

Test 2 of 4

DIME Test ID: 2024-04-15-20-2
Test Method: AASHTO T269-14: Standard Method of Test for Percent Air Voids in Compacted Dense and Open Asphalt Mixtures (Air Void)
Verified Date: 07/05/2024
Date Tested: 04/18/2024
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: (909) 829-3029
General Comments for this Test:
Test Result Compliance: complies
Additional Comments When Verified:
Percent Air Voids 2.9 %
Percent Air Voids 2 3 %
Percent Air Voids 3 3.1 %
Average Percent Air Voids 3 %

Test 3 of 4

DIME Test ID: 2024-04-15-20-3
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: 07/05/2024
Date Tested: 04/18/2024
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: (909) 829-3029
General Comments for this Test:
Test Result Compliance: not applicable
Additional Comments When Verified:
Bulk Specific Gravity 2.44
Bulk Specific Gravity 2 2.439
Bulk Specific Gravity 3 2.436
Average Bulk Specific Gravity 2.438

Test 4 of 4

DIME Test ID: 2024-04-15-20-4
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: 07/05/2024
Date Tested: 04/17/2024
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: (909) 829-3029
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 1683 g
Corrected Asphalt Binder Content 5.35 %
Mass Loss 95.8 g
Correction Factor (Percent by mass of HMA Specimen) 0.16 %
Moisture Content no data0 %
Temperature Compensation Factor 0.18 %
Test Temperature 538 C