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Sample Record for 2023-09-20-39

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Project Information

Project ID: 994191 DEA: 081G8304 EFIS: 0816000079 QA Service Level: 1
DIST-CO-RTE-PM: 08-SBD-40-R100.8/R101.8
Work Description: HMA, STRUCTURAL CONC, BAR REINFORCING STEEL, CRSP & IMPORTED BORROW.
Location Description: SAN BERNARDINO COUNTY AT ESSEX FROM 1.1 MILES EAST OF ESSEX ROAD OVERCROSSING TO 0.5 MILE EAST OF HALFWAY HILLS WASH BRIDGE
Contractor Name: SKANSKA USA CIVIL WEST CALIFORNIA DISTRICT INC.
Contractor Address: 1995 Agua Mansa Rd, Riverside, CA 92509
Resident Engineer: Anthony Doan Structure Rep.: Jegbefume Adodo

Sample Information

DIME Sample ID: 2023-09-20-39
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: 09/20/2023
Date that the sample was received by the laboratory/organization performing the testing: 09/25/2023
The quantity of what the sample constitutes: 24 BOXES OF HMA
A brief description of the sample: 1" HMA-A-SP R25 1% LSM
From where was the sample collected: Manufacturer
Laboratory sample identification: 0487A-23
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Blue Diamond Materials - Victorville

Material Information

HMA Type: Type A HMA
HMA Grading: 1 inch
Lot number:
Sublot number:
HMA Mix Number: 300222 CPC R25
Test results on following page(s): 4

Test Results

Test 1 of 4

DIME Test ID: 2023-09-20-39-1
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: 11/20/2023
Date Tested: 09/23/2023
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:
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 7330.3 grams
Mass of oven-dry sample in air for Sample 1 2555.1 grams
Mass of container filled with the sample and water for Sample 1 8863.0 grams
Temperature of Water 77 °F
Specific Gravity for Sample 1 2.499
Theoretical maximum density at 25°C (77°F) 2492 kg/m^3

Test 2 of 4

DIME Test ID: 2023-09-20-39-2
Test Method: AASHTO T269-14: Standard Method of Test for Percent Air Voids in Compacted Dense and Open Asphalt Mixtures (Air Void)
Verified Date: 11/20/2023
Date Tested: 09/24/2023
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 3.4 %
Percent Air Voids 2 3.6 %
Percent Air Voids 3 3.5 %
Percent Air Voids Average 3.5 %

Test 3 of 4

DIME Test ID: 2023-09-20-39-3
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: 11/20/2023
Date Tested: 09/24/2023
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 2.413
Bulk Specific Gravity 2 2.408
Bulk Specific Gravity 3 2.412
Average Bulk Specific Gravity 2.411

Test 4 of 4

DIME Test ID: 2023-09-20-39-4
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: 11/20/2023
Date Tested: 09/23/2023
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:
What temperature unit is used? Celsius
Test procedure used? Method A
Mass of HMA Sample prior to ignition 3116.0 g
Corrected Asphalt Binder Content 4.37 %
Mass Loss 156.9 g
Correction Factor (Percent by mass of HMA Specimen) 0.57 %
Moisture Content 0.00 %
Temperature Compensation Factor 0.09 %
Test Temperature 238 C