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Sample Record for 2024-08-17-8

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Project Information

Project ID: 994869 DEA: 073237U4 EFIS: 0720000224 QA Service Level: 1
DIST-CO-RTE-PM: 07-VEN-150-13.3/19
Work Description: PLACE HMA (TYPE A) AND COLD PLANE ASPHALT
Location Description: VENTURA COUNTY IN AND NEAR OJAI FROM BURNHAM ROAD TO GORHAM ROAD
Contractor Name: C. A. RASMUSSEN INC.
Contractor Address: 28548 Livingston Ave., Valencia, CA, 91355
Resident Engineer: Denrick Bautista Structure Rep.: Unknown

Sample Information

DIME Sample ID: 2024-08-17-8
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: 08/17/2024
Date that the sample was received by the laboratory/organization performing the testing: 08/20/2024
The quantity of what the sample constitutes: 20 BOXES HMA, 4 BAGS COMB AGG, 2 BAGS RAP, 4 QTS PG58-16, 1 QT EVO
A brief description of the sample: 3/4" HMA A R40
From where was the sample collected: Manufacturer
Laboratory sample identification: 0414A-24
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Vulcan Saticoy

Material Information

HMA Type: Type A HMA
HMA Grading: 3/4 inch
Lot number:
Sublot number:
HMA Mix Number: 220204E SAT LTR
Test results on following page(s): 6

Test Results

Test 1 of 6

DIME Test ID: 2024-08-17-8-1
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: 12/18/2024
Date Tested: 08/23/2024
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 7351.4 grams
Mass of oven-dry sample in air for Sample 1 2561.4 grams
Mass of container filled with the sample and water for Sample 1 8875.2 grams
Temperature of Water 77 °F
Specific Gravity for Sample 1 2.469
Theoretical maximum density at 25°C (77°F) 2462 kg/m^3

Test 2 of 6

DIME Test ID: 2024-08-17-8-2
Test Method: AASHTO T269-14: Standard Method of Test for Percent Air Voids in Compacted Dense and Open Asphalt Mixtures (Air Void)
Verified Date: 12/18/2024
Date Tested: 08/23/2024
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 0.6 %
Percent Air Voids 2 0.5 %
Percent Air Voids 3 0.4 %
Average Percent Air Voids 0.5 %

Test 3 of 6

DIME Test ID: 2024-08-17-8-3
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: 12/18/2024
Date Tested: 08/23/2024
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 2.453
Bulk Specific Gravity 2 2.457
Bulk Specific Gravity 3 2.459
Average Bulk Specific Gravity 2.456

Test 4 of 6

DIME Test ID: 2024-08-17-8-4
Test Method: AASHTO T283-14: Standard Method of Test for Resistance of Compacted Asphalt Mixtures to Moisture-Induced Damage (Moisture Content)
Verified Date: 12/18/2024
Date Tested: 08/27/2024
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:
Unit system used? SI Units
Average Dry Tensile Strength 162 psi
Average Wet Tensile Strength 150 psi
Tensile Strength Ratio 92

Test 5 of 6

DIME Test ID: 2024-08-17-8-5
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)
Verified Date: 12/18/2024
Date Tested: 08/22/2024
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: complies
Additional Comments When Verified:
What temperature unit is used? Celsius
Test procedure used? Method A
Mass of HMA Sample prior to ignition 2117 g
Corrected Asphalt Binder Content 5.41 %
Mass Loss 126.1 g
Correction Factor (Percent by mass of HMA Specimen) 0.48 %
Moisture Content no data0 %
Temperature Compensation Factor 0.07 %
Test Temperature 538 C

Test 6 of 6

DIME Test ID: 2024-08-17-8-6
Test Method: AASHTO T324-14: Standard Method of Test for Hamburg Wheel-Track Testing of Compacted Asphalt Mixtures (Hamburg Wheel Track)
Verified Date: 12/19/2024
Date Tested: 08/26/2024
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:
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) 743 mm
Impression at specified number of passes, or specified maximum impression if applicable (Wheel B) 812 mm
Stripping Inflection Point (Wheel A) 25000
Stripping Inflection Point (Wheel B) 25000