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Sample Record for 2023-08-18-50

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Project Information

Project ID: 994254 DEA: 120R2904 EFIS: 1218000076 QA Service Level: 1
DIST-CO-RTE-PM: 12-ORA-22-R5.5
Work Description: PLACE HIGH FRICTION SURFACE TREATMENT, LOOP DETECTORS, MGS AND CB.
Location Description: ORANGE COUNTY IN GARDEN GROVE AT WESTBOUND BROOKHURST STREET ON-RAMP AND OFF-RAMP
Contractor Name: Global Road Sealing Inc
Contractor Address: 10832 Dorothy Ave, Garden Grove, CA, 92843
Resident Engineer: Artin Merati Structure Rep.: Unknown

Sample Information

DIME Sample ID: 2023-08-18-50
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: 08/18/2023
Date that the sample was received by the laboratory/organization performing the testing: 08/21/2023
The quantity of what the sample constitutes: 19 BOXES OF RHMA
A brief description of the sample: 3/4" RHMA-G-SP 0.50% EVO
From where was the sample collected: Manufacturer
Laboratory sample identification: 0424G-23
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: R J Noble -Orange

Material Information

HMA Type: RHMA-G
HMA Grading: 3/4 inch
Lot number:
Sublot number:
HMA Mix Number: 49R003ARSPWEO
Test results on following page(s): 4

Test Results

Test 1 of 4

DIME Test ID: 2023-08-18-50-1
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: 09/01/2023
Date Tested: 08/22/2023
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:
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 2555.8 grams
Mass of container filled with the sample and water for Sample 1 8863.9 grams
Temperature of Water 77 °F
Specific Gravity for Sample 1 2.446
Theoretical maximum density at 25°C (77°F) 2439 kg/m^3

Test 2 of 4

DIME Test ID: 2023-08-18-50-2
Test Method: AASHTO T269-14: Standard Method of Test for Percent Air Voids in Compacted Dense and Open Asphalt Mixtures (Air Void)
Verified Date: 09/01/2023
Date Tested: 08/23/2023
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 5.0 %
Percent Air Voids 2 4.9 %
Percent Air Voids 3 4.5 %
Percent Air Voids Average 4.8 %

Test 3 of 4

DIME Test ID: 2023-08-18-50-3
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: 09/01/2023
Date Tested: 08/23/2023
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 2.323
Bulk Specific Gravity 2 2.325
Bulk Specific Gravity 3 2.336
Average Bulk Specific Gravity 2.328

Test 4 of 4

DIME Test ID: 2023-08-18-50-4
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: 09/01/2023
Date Tested: 08/22/2023
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 2122.0 g
Corrected Asphalt Binder Content 7.33 %
Mass Loss 160.8 g
Correction Factor (Percent by mass of HMA Specimen) 0.11 %
Moisture Content 0.00 %
Temperature Compensation Factor 0.00 %
Test Temperature 538 C