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Sample Record for 2025-04-28-45

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Project Information

Project ID: 995057 DEA: 07321604 EFIS: 0716000049 QA Service Level: 1
DIST-CO-RTE-PM: 07-LA-1-0.0/18.0
Work Description: COLD PLANE AND OVERLAY AC PAVEMENT AND UPGRADE ADA CURB RAMPS.
Location Description: LOS ANGELES COUNTY FROM STUDEBAKER ROAD TO PASEO DE LAS DELICIAS
Contractor Name: R.J. NOBLE COMPANY
Contractor Address: 15505 E. Lincoln Ave, Orange, CA 92865
Resident Engineer: Thang Ton Structure Rep.: Unknown

Sample Information

DIME Sample ID: 2025-04-28-45
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: 04/28/2025
Date that the sample was received by the laboratory/organization performing the testing: 05/05/2025
The quantity of what the sample constitutes: 20 BX RHMA 4 BG CMB AGG 4 QT 64-16 4 QT RBR BLND 2 QT EVO
A brief description of the sample: 3/4" RHMA G SP 0.25% EVO
From where was the sample collected: Manufacturer
Laboratory sample identification: 0268G-25
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: RJ Noble-Orange

Material Information

HMA Type: RHMA-G
HMA Grading: 3/4 inch
Lot number:
Sublot number:
HMA Mix Number: 49R003ARSPWEO
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: 2025-04-28-45-1
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: 05/30/2025
Date Tested: 05/08/2025
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 2.376

Test 2 of 6

DIME Test ID: 2025-04-28-45-2
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: 05/30/2025
Date Tested: 05/30/2025
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
Specific Gravity for Sample 1 2.457
Theoretical maximum density at 25°C (77°F) 3 kg/m^3

Test 3 of 6

DIME Test ID: 2025-04-28-45-3
Test Method: AASHTO T269-14: Standard Method of Test for Percent Air Voids in Compacted Dense and Open Asphalt Mixtures (Air Void)
Verified Date: 05/30/2025
Date Tested: 05/08/2025
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 3.3 %

Test 4 of 6

DIME Test ID: 2025-04-28-45-4
Test Method: CTM 389-19: Method of Test for Hamburg Wheel-Track Testing of Compacted Hot Mix Asphalt
Verified Date: 05/30/2025
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:
Specimen Preparation Method no data
Average impression at 5000 passes (left/right avg) 1.2 mm
Average impression at 10000 passes (left/right avg) 1.5 mm
Average impression at 15000 passes (left/right avg) 1.8 mm
Average impression at 20000 passes (left/right avg) no data
Average impression at 25000 passes (left/right avg) no data

Test 5 of 6

DIME Test ID: 2025-04-28-45-5
Test Method: AASHTO T283-14: Standard Method of Test for Resistance of Compacted Asphalt Mixtures to Moisture-Induced Damage (Moisture Content)
Verified Date: 05/30/2025
Date Tested: 05/10/2025
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 107 psi
Average Wet Tensile Strength 91.3 psi
Tensile Strength Ratio 85.3

Test 6 of 6

DIME Test ID: 2025-04-28-45-6
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: 05/30/2025
Date Tested: 05/09/2025
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: does not comply
Additional Comments When Verified:
What temperature unit is used? Celsius
Test procedure used? Method A
Mass of HMA Sample prior to ignition 2169.2 g
Corrected Asphalt Binder Content 6.94 %
Mass Loss 157.2 g
Correction Factor (Percent by mass of HMA Specimen) 0.17 %
Moisture Content no data0 %
Temperature Compensation Factor 0.14 %
Test Temperature 538 C