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Sample Record for 2025-11-03-55

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Project Information

Project ID: 1001127 DEA: 112N2064 EFIS: 1123000285 QA Service Level: 1
DIST-CO-RTE-PM: 11-SD-94-1.6/R13.3
Work Description: POLYESTER CONCRETE, METHACRYLATE, JOINT SEALS AND APPROACH SLABS.
Location Description: SAN DIEGO COUNTY AT VARIOUS LOCATIONS FROM 22ND STREET OVERCROSSING TO AVOCADO BOULEVARD OVERCROSSING
Contractor Name: TRUESDELL CORPORATION OF CALIFORNIA, INC.
Contractor Address: Unknown, 1310 west 23 st Tempe Arixzona 85282
Resident Engineer: fahad masud Structure Rep.: Tyler Jones

Sample Information

DIME Sample ID: 2025-11-03-55
TL Number from the TL Form:
Sample Submitted By Organization: CT D11 - District 11 Materials Laboratory
Sample Organization Contact: (858) 518-8709
Type of Sample: Production Start-Up
Type of Material: Hot Mix Asphalt
Sample Taken Date: 11/03/2025
Date that the sample was received by the laboratory/organization performing the testing: 11/04/2025
The quantity of what the sample constitutes: 12 boxes
A brief description of the sample: PSU
From where was the sample collected: Supplier
Laboratory sample identification: 25-11-03-55
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: 21217105 MM
Binder content (%): 0.0
Virgin binder PG:
Design binder PG:
Binder Supplier:
RAP content (%):
WMA Additives:
Antistrip type:
Test results on following page(s): 8

Test Results

Test 1 of 8

DIME Test ID: 2025-11-03-55-1
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: 11/20/2025
Date Tested: 11/17/2025
Submitted By Organization: CT D11 - District 11 Materials Laboratory
Organization Address: 4050 Taylor Street,
Organization City: San Diego
Organization State: CA
Organization Zipcode: 92110
Organization Email: benjamin.haney@dot.ca.gov
Organization Phone: (858) 688-1595
General Comments for this Test: Target 5.25 % Tested 5.70 %
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 4027.3 g
Mass of the specimen and specimen basket assembly prior to ignition 5579.7 g
Mass of HMA Sample prior to ignition 1552.4 g
Corrected Asphalt Binder Content 5.7 %
Mass Loss 93 g
Mass of aggregate remaining after ignition 1459.4 g
Correction Factor (Percent by mass of HMA Specimen) 0.29 %
Moisture Content no data0 %
Temperature Compensation Factor no data0 %
Test Temperature 538 C

Test 2 of 8

DIME Test ID: 2025-11-03-55-2
Test Method: AASHTO T209-12: Standard Method of Test for Theoretical Maximum Specific Gravity (Gmm) and Density of Asphalt Mixtures (Maximum Specific Gravity)
Verified Date: 11/20/2025
Date Tested: 11/17/2025
Submitted By Organization: CT D11 - District 11 Materials Laboratory
Organization Address: 4050 Taylor Street,
Organization City: San Diego
Organization State: CA
Organization Zipcode: 92110
Organization Email: benjamin.haney@dot.ca.gov
Organization Phone: (858) 688-1595
General Comments for this Test: Non Applicable Target 2.472
Test Result Compliance: not applicable
Additional Comments When Verified:
Number of tests 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 7475.6 grams
Mass of oven-dry sample in air for Sample 1 1558 grams
Mass of container filled with the sample and water for Sample 1 8418.3 grams
Temperature of Water 77 °F
Specific Gravity for Sample 1 2.532
Theoretical maximum density at 25°C (77°F) 157.6 lb/ft^3

Test 3 of 8

DIME Test ID: 2025-11-03-55-3
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: 11/20/2025
Date Tested: 11/17/2025
Submitted By Organization: CT D11 - District 11 Materials Laboratory
Organization Address: 4050 Taylor Street,
Organization City: San Diego
Organization State: CA
Organization Zipcode: 92110
Organization Email: benjamin.haney@dot.ca.gov
Organization Phone: (858) 688-1595
General Comments for this Test: Complies T-275
Test Result Compliance: complies
Additional Comments When Verified:
Bulk Specific Gravity 2.322
Bulk Specific Gravity 2 2.321
Bulk Specific Gravity 3 2.316
Average Bulk Specific Gravity 2.32

Test 4 of 8

DIME Test ID: 2025-11-03-55-4
Test Method: AASHTO T269-14: Standard Method of Test for Percent Air Voids in Compacted Dense and Open Asphalt Mixtures (Air Void)
Verified Date: 11/20/2025
Date Tested: 11/17/2025
Submitted By Organization: CT D11 - District 11 Materials Laboratory
Organization Address: 4050 Taylor Street,
Organization City: San Diego
Organization State: CA
Organization Zipcode: 92110
Organization Email: benjamin.haney@dot.ca.gov
Organization Phone: (858) 688-1595
General Comments for this Test: Does Not Comply Target 4.0% +/- 1.5% Tested an Avg of 8.4%
Test Result Compliance: does not comply
Additional Comments When Verified:
Percent Air Voids 8.3 %
Percent Air Voids 2 8.3 %
Percent Air Voids 3 8.5 %
Average Percent Air Voids 8.4 %

Test 5 of 8

DIME Test ID: 2025-11-03-55-5
Test Method: AASHTO T283-14: Standard Method of Test for Resistance of Compacted Asphalt Mixtures to Moisture-Induced Damage (Moisture Content)
Verified Date: 12/02/2025
Date Tested: 11/21/2025
Submitted By Organization: CT D11 - District 11 Materials Laboratory
Organization Address: 4050 Taylor Street,
Organization City: San Diego
Organization State: CA
Organization Zipcode: 92110
Organization Email: benjamin.haney@dot.ca.gov
Organization Phone: (858) 688-1595
General Comments for this Test: Complies Target WET . 70 psi DRY > 100 psi Tested WET -127 psi DRY - 197 psi
Test Result Compliance: complies
Additional Comments When Verified:
Unit system used? SI Units
Average Dry Tensile Strength 197 psi
Average Wet Tensile Strength 127 psi
Tensile Strength Ratio 0.64

Test 6 of 8

DIME Test ID: 2025-11-03-55-6
Test Method: CTM 389-19: Method of Test for Hamburg Wheel-Track Testing of Compacted Hot Mix Asphalt
Verified Date: 11/20/2025
Date Tested: 11/19/2025
Submitted By Organization: CT D11 - District 11 Materials Laboratory
Organization Address: 4050 Taylor Street,
Organization City: San Diego
Organization State: CA
Organization Zipcode: 92110
Organization Email: benjamin.haney@dot.ca.gov
Organization Phone: (858) 688-1595
General Comments for this Test: Complies Target < 12.7 mm Tested an Avg of 0.82 mm
Test Result Compliance: complies
Additional Comments When Verified:
Specimen Preparation Method PMLC
Test Temperature 113 F
Air Void Content for specimen A-1 7.2 %
Air Void Content for specimen A-2 7.1 %
Air Void Content for specimen B-1 7 %
Air Void Content for specimen B-2 6.9 %
Stripping Inflection Point (Wheel A) >10000
Stripping Inflection Point (Wheel B) >10000
Maximum impression at 5000 passes (left wheel) 0.61 mm
Maximum impression at 5000 passes (right wheel) 0.28 mm
Average impression at 5000 passes (left/right avg) 0.45 mm
Maximum impression at 10000 passes (left wheel) 1.04 mm
Maximum impression at 10000 passes (right wheel) 0.59 mm
Average impression at 10000 passes (left/right avg) 0.82 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 8

DIME Test ID: 2025-11-03-55-7
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: 12/02/2025
Date Tested: 11/03/2025
Submitted By Organization: CT D11 - District 11 Materials Laboratory
Organization Address: 4050 Taylor Street,
Organization City: San Diego
Organization State: CA
Organization Zipcode: 92110
Organization Email: benjamin.haney@dot.ca.gov
Organization Phone: (858) 688-1595
General Comments for this Test: RAP, 3 Burns
Test Result Compliance: not applicable
Additional Comments When Verified:
What temperature unit is used? Celsius
Test procedure used? Method A
Mass of the specimen basket assembly 4008.5 g
Mass of the specimen and specimen basket assembly prior to ignition 5645.7 g
Mass of HMA Sample prior to ignition 1637.2 g
Corrected Asphalt Binder Content 5.9 %
Mass Loss 96.6 g
Mass of aggregate remaining after ignition 1540.6 g
Correction Factor (Percent by mass of HMA Specimen) no data0 %
Moisture Content no data0 %
Temperature Compensation Factor no data0 %
Test Temperature 538 C

Test 8 of 8

DIME Test ID: 2025-11-03-55-8
Test Method: AASHTO T269-24E25: Standard Method of Test for Percent Air Voids in Compacted Dense and Open Asphalt Mixtures (Air Void)
Verified Date: 11/20/2025
Date Tested: 11/18/2025
Submitted By Organization: CT D11 - District 11 Materials Laboratory
Organization Address: 4050 Taylor Street,
Organization City: San Diego
Organization State: CA
Organization Zipcode: 92110
Organization Email: benjamin.haney@dot.ca.gov
Organization Phone: (858) 688-1595
General Comments for this Test: Does not comply
Test Result Compliance: does not comply
Additional Comments When Verified:
Percent Air Voids 8.5 %
Percent Air Voids 2 9 %
Percent Air Voids 3 8.5 %
Average Percent Air Voids 8.7 %