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Sample Record for 2025-05-10-4

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Project Information

Project ID: 1000346 DEA: 081N6904 EFIS: 0823000037 QA Service Level: 1
DIST-CO-RTE-PM: 08-RIV-15-36.6/37.0
Work Description: HMA, ROADWAY EXCAVATION, CLASS 2 AB, REMOVE BASE & SURFACING, RHMA.
Location Description: RIVERSIDE COUNTY IN CORONA FROM 0.2 MILE SOUTH TO 0.2 MILE NORTH OF CAJALCO ROAD OVERCROSSING
Contractor Name: SPLICE CONSTRUCTION CO, INC.
Contractor Address: Unknown
Resident Engineer: Xavier Avila Structure Rep.: Unknown

Sample Information

DIME Sample ID: 2025-05-10-4
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: 05/10/2025
Date that the sample was received by the laboratory/organization performing the testing: 05/14/2025
The quantity of what the sample constitutes: 18 BX HMA 2 QT PG64-16 3 BG CMB AG 1 BG RAP
A brief description of the sample: 3/4" WMA A SP R25 0.25% EVO
From where was the sample collected: Manufacturer
Laboratory sample identification: 0292A-25
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: 221528W CORD SJR
Binder content (%):
Virgin binder PG:
Design binder PG:
Binder Supplier:
RAP content (%):
WMA Additives:
Antistrip type:
Test results on following page(s): 6

Test Results

Test 1 of 6

DIME Test ID: 2025-05-10-4-1
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: 06/02/2025
Date Tested: 05/19/2025
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 2.414

Test 2 of 6

DIME Test ID: 2025-05-10-4-2
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: 06/02/2025
Date Tested: 05/17/2025
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 7326.1 grams
Mass of oven-dry sample in air for Sample 1 2545 grams
Mass of container filled with the sample and water for Sample 1 8858.4 grams
Temperature of Water 77 °F
Specific Gravity for Sample 1 2.513
Theoretical maximum density at 25°C (77°F) 2506 kg/m^3

Test 3 of 6

DIME Test ID: 2025-05-10-4-3
Test Method: AASHTO T269-14: Standard Method of Test for Percent Air Voids in Compacted Dense and Open Asphalt Mixtures (Air Void)
Verified Date: 06/02/2025
Date Tested: 05/19/2025
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 %

Test 4 of 6

DIME Test ID: 2025-05-10-4-4
Test Method: CTM 389-19: Method of Test for Hamburg Wheel-Track Testing of Compacted Hot Mix Asphalt
Verified Date: 06/02/2025
Date Tested: 05/22/2025
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:
Specimen Preparation Method no data
Average impression at 5000 passes (left/right avg) 2.12 mm
Average impression at 10000 passes (left/right avg) 2.51 mm
Average impression at 15000 passes (left/right avg) 2.92 mm
Average impression at 20000 passes (left/right avg) 3.71 mm
Average impression at 25000 passes (left/right avg) no data

Test 5 of 6

DIME Test ID: 2025-05-10-4-5
Test Method: AASHTO T283-14: Standard Method of Test for Resistance of Compacted Asphalt Mixtures to Moisture-Induced Damage (Moisture Content)
Verified Date: 06/02/2025
Date Tested: 05/21/2025
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:
Unit system used? SI Units
Average Dry Tensile Strength 277 psi
Average Wet Tensile Strength 275 psi
Tensile Strength Ratio 99.5

Test 6 of 6

DIME Test ID: 2025-05-10-4-6
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: 06/02/2025
Date Tested: 05/19/2025
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 2149.2 g
Corrected Asphalt Binder Content 4.86 %
Mass Loss 115.3 g
Correction Factor (Percent by mass of HMA Specimen) 0.37 %
Moisture Content no data0 %
Temperature Compensation Factor 0.14 %
Test Temperature 538 C