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Sample Record for 2024-04-07-4

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Project Information

Project ID: 994612 DEA: 112N1414 EFIS: 1121000253 QA Service Level: 1
DIST-CO-RTE-PM: 11-SD-15,78-Various
Work Description: PLACE METHACRYLATE, POLYESTER CONCRETE, JOINT SEALS AND REPAIR SPALLS.
Location Description: SAN DIEGO COUNTY AT VARIOUS LOCATIONS
Contractor Name: TRUESDELL CORPORATION OF CALIFORNIA
Contractor Address: 1310 W 23RD ST, TEMPE AZ 85282
Resident Engineer: Benjamin Haney Structure Rep.: Unknown

Sample Information

DIME Sample ID: 2024-04-07-4
TL Number from the TL Form:
Sample Submitted By Organization: CT D11 - District 11 Materials Laboratory
Sample Organization Contact: (858) 688-1570
Type of Sample: Quality Assurance
Type of Material: Hot Mix Asphalt
Sample Taken Date: 04/07/2024
Date that the sample was received by the laboratory/organization performing the testing: 04/08/2024
The quantity of what the sample constitutes: 12 boxes
A brief description of the sample: PSU
From where was the sample collected: Source
Laboratory sample identification: 0401-PSU
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Martin Marietta

Material Information

HMA Type: Type A HMA
HMA Grading: 1/2 inch
Lot number:
Sublot number:
HMA Mix Number: 21217005SR
Test results on following page(s): 7

Test Results

Test 1 of 7

DIME Test ID: 2024-04-07-4-1
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: 04/22/2024
Date Tested: 04/10/2024
Submitted By Organization: CT D11 - District 11 Materials Laboratory
Organization Address: 7177 Opportunity Road,
Organization City: San Diego
Organization State: CA
Organization Zipcode: 92111
Organization Email: dave.m.cortez@dot.ca.gov
Organization Phone: (858) 688-1570
General Comments for this Test: Failure
Test Result Compliance: does not comply
Additional Comments When Verified:
What temperature unit is used? Celsius
Test procedure used? Method A
Mass of the specimen basket assembly 3991.7 g
Mass of the specimen and specimen basket assembly prior to ignition 5567.4 g
Mass of HMA Sample prior to ignition 1575.7 g
Corrected Asphalt Binder Content 5.77 %
Mass Loss 95.8 g
Mass of aggregate remaining after ignition 1479.9 g
Correction Factor (Percent by mass of HMA Specimen) 0.31 %
Moisture Content 0.00 %
Temperature Compensation Factor 0.00 %
Test Temperature 295 C

Test 2 of 7

DIME Test ID: 2024-04-07-4-2
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: 04/22/2024
Date Tested: 04/11/2024
Submitted By Organization: CT D11 - District 11 Materials Laboratory
Organization Address: 7177 Opportunity Road,
Organization City: San Diego
Organization State: CA
Organization Zipcode: 92111
Organization Email: dave.m.cortez@dot.ca.gov
Organization Phone: (858) 688-1570
General Comments for this Test: Complies difference of 0.014 Contractor results of 2.472
Test Result Compliance: complies
Additional Comments When Verified:
Number of Samples 1
What is the unit of measurement for theoretical density? US Units
Mass Determination Air
Method Performed Mechanical Agitation - Method A
Mass of container filled with water 1 7477.1 grams
Mass of oven-dry sample in air for Sample 1 1570.2 grams
Mass of container filled with the sample and water for Sample 1 8408.4 grams
Temperature of Water 77 °F
Specific Gravity for Sample 1 2.458
Theoretical maximum density at 25°C (77°F) 153.0 lb/ft^3

Test 3 of 7

DIME Test ID: 2024-04-07-4-3
Test Method: AASHTO T269-14: Standard Method of Test for Percent Air Voids in Compacted Dense and Open Asphalt Mixtures (Air Void)
Verified Date: 04/22/2024
Date Tested: 04/11/2024
Submitted By Organization: CT D11 - District 11 Materials Laboratory
Organization Address: 7177 Opportunity Road,
Organization City: San Diego
Organization State: CA
Organization Zipcode: 92111
Organization Email: dave.m.cortez@dot.ca.gov
Organization Phone: (858) 688-1570
General Comments for this Test: Complies
Test Result Compliance: complies
Additional Comments When Verified:
Percent Air Voids 2.5 %
Percent Air Voids 2 2.5 %
Percent Air Voids 3 2.5 %
Percent Air Voids Average 2.5 %

Test 4 of 7

DIME Test ID: 2024-04-07-4-4
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: 04/22/2024
Date Tested: 04/11/2024
Submitted By Organization: CT D11 - District 11 Materials Laboratory
Organization Address: 7177 Opportunity Road,
Organization City: San Diego
Organization State: CA
Organization Zipcode: 92111
Organization Email: dave.m.cortez@dot.ca.gov
Organization Phone: (858) 688-1570
General Comments for this Test:
Test Result Compliance: not applicable
Additional Comments When Verified:
Bulk Specific Gravity 2.397
Bulk Specific Gravity 2 2.397
Bulk Specific Gravity 3 2.396
Average Bulk Specific Gravity 2.397

Test 5 of 7

DIME Test ID: 2024-04-07-4-5
Test Method: AASHTO T283-14: Standard Method of Test for Resistance of Compacted Asphalt Mixtures to Moisture-Induced Damage (Moisture Content)
Verified Date: 04/22/2024
Date Tested: 04/22/2024
Submitted By Organization: CT D11 - District 11 Materials Laboratory
Organization Address: 7177 Opportunity Road,
Organization City: San Diego
Organization State: CA
Organization Zipcode: 92111
Organization Email: dave.m.cortez@dot.ca.gov
Organization Phone: (858) 688-1570
General Comments for this Test: Complies
Test Result Compliance: complies
Additional Comments When Verified:
Unit system used? SI Units
Average Dry Tensile Strength 155 psi
Average Wet Tensile Strength 125 psi
Tensile Strength Ratio 0.81

Test 6 of 7

DIME Test ID: 2024-04-07-4-6
Test Method: CTM 389-19: Method of Test for Hamburg Wheel-Track Testing of Compacted Hot Mix Asphalt
Verified Date: 04/22/2024
Date Tested: 04/11/2024
Submitted By Organization: CT D11 - District 11 Materials Laboratory
Organization Address: 7177 Opportunity Road,
Organization City: San Diego
Organization State: CA
Organization Zipcode: 92111
Organization Email: dave.m.cortez@dot.ca.gov
Organization Phone: (858) 688-1570
General Comments for this Test: Complies < 12.7mm Tested 2.11mm
Test Result Compliance: complies
Additional Comments When Verified:
Test Temperature 113 F
Type and Amount of Anti-Stripping Additive N/A
Stripping Inflection Point (Wheel A) 10000
Stripping Inflection Point (Wheel B) 10000
Maximum impression at 5000 passes (left wheel) 1.02 mm
Maximum impression at 5000 passes (right wheel) 1.22 mm
Average impression at 5000 passes (left/right avg) 1.12 mm
Maximum impression at 10000 passes (left wheel) 1.79 mm
Maximum impression at 10000 passes (right wheel) 2.43 mm
Average impression at 10000 passes (left/right avg) 2.11 mm
Average impression at 15000 passes (left/right avg) no data
Average impression at 20000 passes (left/right avg) no data
Average impression at 25000 passes (left/right avg) no data

Test 7 of 7

DIME Test ID: 2024-04-07-4-7
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: 04/22/2024
Date Tested: 04/11/2024
Submitted By Organization: CT D11 - District 11 Materials Laboratory
Organization Address: 7177 Opportunity Road,
Organization City: San Diego
Organization State: CA
Organization Zipcode: 92111
Organization Email: dave.m.cortez@dot.ca.gov
Organization Phone: (858) 688-1570
General Comments for this Test: 3 RAP Burns
Test Result Compliance: complies
Additional Comments When Verified:
What temperature unit is used? Celsius
Test procedure used? Method A
Mass of the specimen basket assembly 3962.6 g
Mass of the specimen and specimen basket assembly prior to ignition 5613.5 g
Mass of HMA Sample prior to ignition 1650.9 g
Corrected Asphalt Binder Content 10.22 %
Mass Loss 168.7 g
Mass of aggregate remaining after ignition 1482.2 g
Correction Factor (Percent by mass of HMA Specimen) 0.00 %
Moisture Content 0.00 %
Temperature Compensation Factor 0.00 %
Test Temperature 295 C