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Sample Record for 2025-05-18-2

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Project Information

Project ID: 1000234 DEA: 112N1774 EFIS: 1123000036 QA Service Level: 1
DIST-CO-RTE-PM: 11-SD-15,52-Var
Work Description: MICRO-SURFACING, HMA, PAVEMENT MARKING AND SHOULDER BACKING.
Location Description: SAN DIEGO COUNTY AT VARIOUS LOCATIONS
Contractor Name: GRIFFITH COMPANY
Contractor Address: Unknown
Resident Engineer: Peris Salih Structure Rep.: Unknown

Sample Information

DIME Sample ID: 2025-05-18-2
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: Quality Assurance
Type of Material: Hot Mix Asphalt
Sample Taken Date: 05/18/2025
Date that the sample was received by the laboratory/organization performing the testing: 05/19/2025
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: 25-05-18-2-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: 21217105 MM
Binder content (%):
Virgin binder PG:
Design binder PG:
Binder Supplier:
RAP content (%):
WMA Additives:
Antistrip type:
Test results on following page(s): 7

Test Results

Test 1 of 7

DIME Test ID: 2025-05-18-2-1
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: 05/21/2025
Date Tested: 05/20/2025
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 = 5.25% / Tested 5.51% / Saved Material for T30
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 4021.8 g
Mass of the specimen and specimen basket assembly prior to ignition 5570.4 g
Mass of HMA Sample prior to ignition 1548.6 g
Corrected Asphalt Binder Content 5.51 %
Mass Loss 88.7 g
Mass of aggregate remaining after ignition 1459.9 g
Correction Factor (Percent by mass of HMA Specimen) 0.22 %
Moisture Content no data0 %
Temperature Compensation Factor no data0 %
Test Temperature 538 C

Test 2 of 7

DIME Test ID: 2025-05-18-2-2
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: 05/21/2025
Date Tested: 05/21/2025
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 = 2.472 Tested 2.487 Tested 3 times 1- 2.495 2-2.497 and 2.487 Used 2.487 in Dime
Test Result Compliance: complies
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 1519.3 grams
Mass of container filled with the sample and water for Sample 1 8384.1 grams
Temperature of Water 77 °F
Specific Gravity for Sample 1 2.487
Theoretical maximum density at 25°C (77°F) 154.8 lb/ft^3

Test 3 of 7

DIME Test ID: 2025-05-18-2-3
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: 05/21/2025
Date Tested: 05/21/2025
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: DOES NOT COMPLY FAILED Tested an Avg of 7.5 % Air Voids
Test Result Compliance: does not comply
Additional Comments When Verified:
Bulk Specific Gravity 2.303
Bulk Specific Gravity 2 2.301
Bulk Specific Gravity 3 2.297
Average Bulk Specific Gravity 2.3

Test 4 of 7

DIME Test ID: 2025-05-18-2-4
Test Method: AASHTO T269-14: Standard Method of Test for Percent Air Voids in Compacted Dense and Open Asphalt Mixtures (Air Void)
Verified Date: 05/21/2025
Date Tested: 05/21/2025
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: Does Not Comply Target 4.0% Tested an Avg of 7.5%
Test Result Compliance: does not comply
Additional Comments When Verified:
Percent Air Voids 7.4 %
Percent Air Voids 2 7.5 %
Percent Air Voids 3 7.6 %
Average Percent Air Voids 7.5 %

Test 5 of 7

DIME Test ID: 2025-05-18-2-5
Test Method: AASHTO T283-14: Standard Method of Test for Resistance of Compacted Asphalt Mixtures to Moisture-Induced Damage (Moisture Content)
Verified Date: 06/03/2025
Date Tested: 06/03/2025
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: Complies Targets WET >70 psi and DRY > 100 psi
Test Result Compliance: complies
Additional Comments When Verified:
Unit system used? SI Units
Average Dry Tensile Strength 145 psi
Average Wet Tensile Strength 81 psi
Tensile Strength Ratio 0.56

Test 6 of 7

DIME Test ID: 2025-05-18-2-6
Test Method: CTM 389-19: Method of Test for Hamburg Wheel-Track Testing of Compacted Hot Mix Asphalt
Verified Date: 05/29/2025
Date Tested: 05/28/2025
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 1.28 mm
Test Result Compliance: complies
Additional Comments When Verified:
Specimen Preparation Method no data
Test Temperature 113 F
Air Void Content for specimen A-1 no data
Air Void Content for specimen A-2 no data
Air Void Content for specimen B-1 no data
Air Void Content for specimen B-2 no data
Stripping Inflection Point (Wheel A) >10000
Stripping Inflection Point (Wheel B) >10000
Maximum impression at 5000 passes (left wheel) 0.57 mm
Maximum impression at 5000 passes (right wheel) 0.71 mm
Average impression at 5000 passes (left/right avg) 0.64 mm
Maximum impression at 10000 passes (left wheel) 1.2 mm
Maximum impression at 10000 passes (right wheel) 1.35 mm
Average impression at 10000 passes (left/right avg) 1.27 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: 2025-05-18-2-7
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: 05/22/2025
Date Tested: 05/21/2025
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: RAP, 3 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 4018.8 g
Mass of the specimen and specimen basket assembly prior to ignition 5671 g
Mass of HMA Sample prior to ignition 1652.2 g
Corrected Asphalt Binder Content 5.62 %
Mass Loss 92.8 g
Mass of aggregate remaining after ignition 1559.4 g
Correction Factor (Percent by mass of HMA Specimen) no data0 %
Moisture Content no data0 %
Temperature Compensation Factor no data0 %
Test Temperature 538 C