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Sample Record for 2025-08-14-55

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Project Information

Project ID: 66667 DEA: JMFPP EFIS: 0019000043 QA Service Level:
DIST-CO-RTE-PM: 59---
Work Description: Special project for submitting Sample information for JMF Prequalification Program.
Location Description:
Contractor Name: Unknown
Contractor Address: Unknown
Resident Engineer: Unknown Structure Rep.: Unknown

Sample Information

DIME Sample ID: 2025-08-14-55
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: Verification
Type of Material: Hot Mix Asphalt
Sample Taken Date: 08/14/2025
Date that the sample was received by the laboratory/organization performing the testing: 08/15/2025
The quantity of what the sample constitutes: 12 boxes
A brief description of the sample: JMF Verification
From where was the sample collected: Supplier
Laboratory sample identification: 25-08-14-55-JMFV
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Martin Marietta

Material Information

HMA Type: RHMA-G
HMA Grading: 1/2 inch
Lot number:
Sublot number:
HMA Mix Number: 21218180AH
Binder content (%): 7.5
Virgin binder PG: PG 64-16
Design binder PG: PG 64-16
Binder Supplier: SJR
RAP content (%): 0
WMA Additives: No
Antistrip type: 1%
Test results on following page(s): 6

Test Results

Test 1 of 6

DIME Test ID: 2025-08-14-55-1
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: 08/27/2025
Date Tested: 08/21/2025
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 7.5%, Tested 7.64 % 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 4022 g
Mass of the specimen and specimen basket assembly prior to ignition 5552.2 g
Mass of HMA Sample prior to ignition 1530.2 g
Corrected Asphalt Binder Content 7.64 %
Mass Loss 120.6 g
Mass of aggregate remaining after ignition 1409.6 g
Correction Factor (Percent by mass of HMA Specimen) 0.24 %
Moisture Content no data0 %
Temperature Compensation Factor no data0 %
Test Temperature 538 C

Test 2 of 6

DIME Test ID: 2025-08-14-55-2
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: 08/19/2025
Date Tested: 08/18/2025
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 Target 2.460 Gmb . Tested 2 times 1st - 2.399 Gmb and 2nd - 2.395 Gmb . Will use 2.399 Gmb for our AC Calculations
Test Result Compliance: does not comply
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 1551 grams
Mass of container filled with the sample and water for Sample 1 8380 grams
Temperature of Water 77 °F
Specific Gravity for Sample 1 2.399
Theoretical maximum density at 25°C (77°F) 149.3 lb/ft^3

Test 3 of 6

DIME Test ID: 2025-08-14-55-3
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: 08/19/2025
Date Tested: 08/19/2025
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 for T-269 & T-275 but did not meet the Height requirement of 115.0 mm +/- 1.5 mm . Tested an Avg Height 120.9 mm
Test Result Compliance: complies
Additional Comments When Verified:
Bulk Specific Gravity 2.302
Bulk Specific Gravity 2 2.299
Bulk Specific Gravity 3 2.295
Average Bulk Specific Gravity 2.299

Test 4 of 6

DIME Test ID: 2025-08-14-55-4
Test Method: AASHTO T269-14: Standard Method of Test for Percent Air Voids in Compacted Dense and Open Asphalt Mixtures (Air Void)
Verified Date: 08/19/2025
Date Tested: 08/19/2025
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 for T-269 and T-275 but did not meet the Height requirement of 115.0 mm +/- 1.5 mm . Tested an Avg Height of 120.9 mm
Test Result Compliance: complies
Additional Comments When Verified:
Percent Air Voids 4 %
Percent Air Voids 2 4.2 %
Percent Air Voids 3 4.3 %
Average Percent Air Voids 4.2 %

Test 5 of 6

DIME Test ID: 2025-08-14-55-5
Test Method: AASHTO T283-14: Standard Method of Test for Resistance of Compacted Asphalt Mixtures to Moisture-Induced Damage (Moisture Content)
Verified Date: 08/27/2025
Date Tested: 08/27/2025
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 WET > 70 psi and DRY> 100 psi / Tested WET - 81 psi and DRY - 102 psi
Test Result Compliance: complies
Additional Comments When Verified:
Unit system used? SI Units
Average Dry Tensile Strength 102 psi
Average Wet Tensile Strength 81 psi
Tensile Strength Ratio 0.79

Test 6 of 6

DIME Test ID: 2025-08-14-55-6
Test Method: CTM 389-19: Method of Test for Hamburg Wheel-Track Testing of Compacted Hot Mix Asphalt
Verified Date: 08/27/2025
Date Tested: 08/21/2025
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 < 12.7 mm Tested Avg 3.16 mm
Test Result Compliance: complies
Additional Comments When Verified:
Specimen Preparation Method PMLC
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) 1.47 mm
Maximum impression at 5000 passes (right wheel) 1.6 mm
Average impression at 5000 passes (left/right avg) 1.54 mm
Maximum impression at 10000 passes (left wheel) 2.05 mm
Maximum impression at 10000 passes (right wheel) 2.15 mm
Average impression at 10000 passes (left/right avg) 2.1 mm
Maximum impression at 15000 passes (left wheel) 3.25 mm
Maximum impression at 15000 passes (right wheel) 3.07 mm
Average impression at 15000 passes (left/right avg) 3.16 mm
Average impression at 20000 passes (left/right avg) no data
Average impression at 25000 passes (left/right avg) no data