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Sample Record for 2024-06-20-57

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Project Information

Project ID: 995059 DEA: 081G6404 EFIS: 0816000046 QA Service Level: 1
DIST-CO-RTE-PM: 08-SBD-395-R4.0/49.0
Work Description: REPLACE ASPHALT CONCRETE SURFACING, COLD PLANE AC PVMT AND RHMA.
Location Description: SAN BERNARDINO COUNTY AT VARIOUS LOCATIONS FROM ROUTE 15/395 SEPARATION TO 3.1 MILES NORTH OF ROUTE 58/395 SEPARATION
Contractor Name: SULLY-MILLER CONTRACTING COMPANY
Contractor Address: 135 S State College Blvd, Brea, Ca 92821
Resident Engineer: Shaun Loza Structure Rep.: Unknown

Sample Information

DIME Sample ID: 2024-06-20-57
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: 06/20/2024
Date that the sample was received by the laboratory/organization performing the testing: 06/21/2024
The quantity of what the sample constitutes: 18 BOX RHMA, 4 QTS BLEND OIL, 4 BAGS AGG
A brief description of the sample: 3/4" RHMA-G-SP, 1% LSM
From where was the sample collected: Manufacturer
Laboratory sample identification: 0302G-24
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Blue Diamond-Victorville

Material Information

HMA Type: RHMA-G
HMA Grading: 3/4 inch
Lot number:
Sublot number:
HMA Mix Number: 300072 LSM
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: 2024-06-20-57-1
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: 07/09/2024
Date Tested: 06/22/2024
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 7351.2 grams
Mass of oven-dry sample in air for Sample 1 2562.6 grams
Mass of container filled with the sample and water for Sample 1 8853.5 grams
Temperature of Water 77 °F
Specific Gravity for Sample 1 2.417
Theoretical maximum density at 25°C (77°F) 2410 kg/m^3

Test 2 of 6

DIME Test ID: 2024-06-20-57-2
Test Method: AASHTO T269-14: Standard Method of Test for Percent Air Voids in Compacted Dense and Open Asphalt Mixtures (Air Void)
Verified Date: 07/09/2024
Date Tested: 06/25/2024
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 3.1 %
Percent Air Voids 2 3 %
Percent Air Voids 3 2.9 %
Average Percent Air Voids 3 %

Test 3 of 6

DIME Test ID: 2024-06-20-57-3
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: 07/09/2024
Date Tested: 06/25/2024
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 2.342
Bulk Specific Gravity 2 2.344
Bulk Specific Gravity 3 2.347
Average Bulk Specific Gravity 2.344

Test 4 of 6

DIME Test ID: 2024-06-20-57-4
Test Method: AASHTO T283-14: Standard Method of Test for Resistance of Compacted Asphalt Mixtures to Moisture-Induced Damage (Moisture Content)
Verified Date: 07/09/2024
Date Tested: 06/26/2024
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: 1% LSM.
Test Result Compliance: complies
Additional Comments When Verified:
Unit system used? SI Units
Average Dry Tensile Strength 72.2 psi
Average Wet Tensile Strength 82.1 psi
Tensile Strength Ratio 113.7

Test 5 of 6

DIME Test ID: 2024-06-20-57-5
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)
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
Data has not been verified.

Test 6 of 6

DIME Test ID: 2024-06-20-57-6
Test Method: AASHTO T324-14: Standard Method of Test for Hamburg Wheel-Track Testing of Compacted Asphalt Mixtures (Hamburg Wheel Track)
Verified Date: 07/09/2024
Date Tested: 06/27/2024
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:
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) 5.34
Impression at specified number of passes, or specified maximum impression if applicable (Wheel A) 15000 mm
Impression at specified number of passes, or specified maximum impression if applicable (Wheel B) 5.21 mm
Stripping Inflection Point (Wheel A) 25000
Stripping Inflection Point (Wheel B) 25000