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Sample Record for 2024-09-23-4

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Project Information

Project ID: 1000255 DEA: 081N7504 EFIS: 0823000045 QA Service Level: 1
DIST-CO-RTE-PM: 08-SBD-138,189-21.4/R37.8,0.0/5.6
Work Description: SLURRY SEAL, TWO-COMPONENT PAINT TRAFFIC STRIPE, REPLACE AC SURFACING.
Location Description: SAN BERNARDINO COUNTY ON ROUTE 138 FROM BOLINGBROKE ROAD TO ROUTE 18 AND ON ROUTE 189 FROM ROUTE 18 TO ROUTE 173
Contractor Name: PAVEMENT COATINGS CO.
Contractor Address: Unknown
Resident Engineer: Md Rahman Structure Rep.: Unknown

Sample Information

DIME Sample ID: 2024-09-23-4
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: 09/23/2024
Date that the sample was received by the laboratory/organization performing the testing: 09/23/2024
The quantity of what the sample constitutes: 24 BX HMA 2 QT PG64-10 2 BG CMB AG 1 BG CMB RAP
A brief description of the sample: 3/4" HMA A SP R15
From where was the sample collected: Manufacturer
Laboratory sample identification: 0492A-24
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: AAA-Corona

Material Information

HMA Type: Type A HMA
HMA Grading: 3/4 inch
Lot number:
Sublot number:
HMA Mix Number: 105793
Test results on following page(s): 5

Test Results

Test 1 of 5

DIME Test ID: 2024-09-23-4-1
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: 12/12/2024
Date Tested: 09/27/2024
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 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 7350.8 grams
Mass of oven-dry sample in air for Sample 1 2588.5 grams
Mass of container filled with the sample and water for Sample 1 8920.9 grams
Temperature of Water 77 °F
Specific Gravity for Sample 1 2.542
Theoretical maximum density at 25°C (77°F) 2,534.6 kg/m^3

Test 2 of 5

DIME Test ID: 2024-09-23-4-2
Test Method: AASHTO T269-14: Standard Method of Test for Percent Air Voids in Compacted Dense and Open Asphalt Mixtures (Air Void)
Verified Date: 12/12/2024
Date Tested: 09/28/2024
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 3.9 %
Percent Air Voids 2 3.5 %
Percent Air Voids 3 3.7 %
Average Percent Air Voids 3.7 %

Test 3 of 5

DIME Test ID: 2024-09-23-4-3
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: 12/12/2024
Date Tested: 09/28/2024
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 2.442
Bulk Specific Gravity 2 2.452
Bulk Specific Gravity 3 2.448
Average Bulk Specific Gravity 2.447

Test 4 of 5

DIME Test ID: 2024-09-23-4-4
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: 12/12/2024
Date Tested: 09/27/2024
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 2,189.0 g
Corrected Asphalt Binder Content 4.60 %
Mass Loss 111.2 g
Correction Factor (Percent by mass of HMA Specimen) 0.42 %
Moisture Content 0.00 %
Temperature Compensation Factor 0.06 %
Test Temperature 538 C

Test 5 of 5

DIME Test ID: 2024-09-23-4-5
Test Method: AASHTO T324-14: Standard Method of Test for Hamburg Wheel-Track Testing of Compacted Asphalt Mixtures (Hamburg Wheel Track)
Verified Date: 12/12/2024
Date Tested: 09/30/2024
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:
Specified minimum number of passes at ½” rut depth, or number of passes at ½” rut depth if applicable (Wheel A) 15000
Specified minimum number of passes at ½” rut depth, or number of passes at ½” rut depth if applicable (Wheel B) 15000
Impression at specified number of passes, or specified maximum impression if applicable (Wheel A) 3.19 mm
Impression at specified number of passes, or specified maximum impression if applicable (Wheel B) 1.72 mm
Stripping Inflection Point (Wheel A) 25000
Stripping Inflection Point (Wheel B) 25000