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Sample Record for 2025-06-19-51

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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: 2025-06-19-51
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: 06/19/2025
Date that the sample was received by the laboratory/organization performing the testing: 06/20/2025
The quantity of what the sample constitutes: 12 boxes
A brief description of the sample: JMF
From where was the sample collected: Supplier
Laboratory sample identification: 25-06-19-51-JMF
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: 320912 Otay Val
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: 2025-06-19-51-1
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: 07/09/2025
Date Tested: 07/09/2025
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 - 4.9% Tested 5.36% Saved Material for HMA 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 4021.9 g
Mass of the specimen and specimen basket assembly prior to ignition 5577.5 g
Mass of HMA Sample prior to ignition 1555.6 g
Corrected Asphalt Binder Content 5.36 %
Mass Loss 93.5 g
Mass of aggregate remaining after ignition 1462.1 g
Correction Factor (Percent by mass of HMA Specimen) 0.65 %
Moisture Content no data0 %
Temperature Compensation Factor no data0 %
Test Temperature 538 C

Test 2 of 7

DIME Test ID: 2025-06-19-51-2
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: 07/01/2025
Date Tested: 06/26/2025
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 - 2.499 Tested 2.486
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 1549.7 grams
Mass of container filled with the sample and water for Sample 1 8402 grams
Temperature of Water 77 °F
Specific Gravity for Sample 1 2.486
Theoretical maximum density at 25°C (77°F) 154.7 lb/ft^3

Test 3 of 7

DIME Test ID: 2025-06-19-51-3
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: 07/01/2025
Date Tested: 06/27/2025
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 Gmb within 0.008 range
Test Result Compliance: complies
Additional Comments When Verified:
Bulk Specific Gravity 2.41
Bulk Specific Gravity 2 2.409
Bulk Specific Gravity 3 2.412
Average Bulk Specific Gravity 2.41

Test 4 of 7

DIME Test ID: 2025-06-19-51-4
Test Method: AASHTO T269-14: Standard Method of Test for Percent Air Voids in Compacted Dense and Open Asphalt Mixtures (Air Void)
Verified Date: 07/01/2025
Date Tested: 06/27/2025
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 4.0% +/- 1.5% Tested and Avg of 3.1%
Test Result Compliance: complies
Additional Comments When Verified:
Percent Air Voids 3.1 %
Percent Air Voids 2 3.1 %
Percent Air Voids 3 3 %
Average Percent Air Voids 3.1 %

Test 5 of 7

DIME Test ID: 2025-06-19-51-5
Test Method: AASHTO T283-14: Standard Method of Test for Resistance of Compacted Asphalt Mixtures to Moisture-Induced Damage (Moisture Content)
Verified Date: 07/09/2025
Date Tested: 07/08/2025
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 and DRY > 100 psi Tested WET-137 psi and DRY - 178 psi
Test Result Compliance: complies
Additional Comments When Verified:
Unit system used? SI Units
Average Dry Tensile Strength 178 psi
Average Wet Tensile Strength 137 psi
Tensile Strength Ratio 0.77

Test 6 of 7

DIME Test ID: 2025-06-19-51-6
Test Method: CTM 389-19: Method of Test for Hamburg Wheel-Track Testing of Compacted Hot Mix Asphalt
Verified Date: 07/02/2025
Date Tested: 07/01/2025
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 4.55 mm
Test Result Compliance: complies
Additional Comments When Verified:
Specimen Preparation Method no data
Test Temperature 122 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) >15000
Stripping Inflection Point (Wheel B) >15000
Maximum impression at 5000 passes (left wheel) 2.2 mm
Maximum impression at 5000 passes (right wheel) 0.95 mm
Average impression at 5000 passes (left/right avg) 1.58 mm
Maximum impression at 10000 passes (left wheel) 3.99 mm
Maximum impression at 10000 passes (right wheel) 1.83 mm
Average impression at 10000 passes (left/right avg) 2.91 mm
Maximum impression at 15000 passes (left wheel) 6.42 mm
Maximum impression at 15000 passes (right wheel) 2.67 mm
Average impression at 15000 passes (left/right avg) 4.55 mm
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: 2025-06-19-51-7
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: 07/02/2025
Date Tested: 07/02/2025
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
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 4041.4 g
Mass of the specimen and specimen basket assembly prior to ignition 5648.6 g
Mass of HMA Sample prior to ignition 1607.2 g
Corrected Asphalt Binder Content 7.11 %
Mass Loss 114.2 g
Mass of aggregate remaining after ignition 1493 g
Correction Factor (Percent by mass of HMA Specimen) no data0 %
Moisture Content no data0 %
Temperature Compensation Factor no data0 %
Test Temperature 538 C