Print Report | Back to Sample Detail

Sample Record for 2025-03-05-56

Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.

Project Information

Project ID: 66669 DEA: JMF-DATA EFIS: JMF-DATA QA Service Level:
DIST-CO-RTE-PM: 59---
Work Description: Special project for storing JMF sample data
Location Description:
Contractor Name: Unknown
Contractor Address: Unknown
Resident Engineer: Unknown Structure Rep.: Unknown

Sample Information

DIME Sample ID: 2025-03-05-56
TL Number from the TL Form:
Sample Submitted By Organization: Martin Marietta
Sample Organization Contact: (619) 455-3295
Type of Sample: Quality Control
Type of Material: Hot Mix Asphalt
Sample Taken Date: 03/05/2025
Date that the sample was received by the laboratory/organization performing the testing: 03/05/2025
The quantity of what the sample constitutes: Asphalt Wet Mix
A brief description of the sample: Asphalt Wet Mix
From where was the sample collected: Supplier
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Martin Marietta - Lakeside

Material Information

HMA Type: RHMA-G
HMA Grading: 1/2 inch
Lot number:
Sublot number:
HMA Mix Number:
Binder content (%):
Virgin binder PG:
Design binder PG:
Binder Supplier:
RAP content (%):
WMA Additives:
Antistrip type:
Test results on following page(s): 5

Test Results

Test 1 of 5

DIME Test ID: 2025-03-05-56-1
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: 08/01/2025
Date Tested: 03/05/2025
Submitted By Organization: Martin Marietta
Organization Address: 4211 Ponderosa Avenue, Suite C,
Organization City: San Diego
Organization State: CA
Organization Zipcode: 92124
Organization Email: andrew.suarez@martinmarietta.com
Organization Phone: (619) 455-3295
General Comments for this Test: Submitted from JMF - Andrew Suarez
Test Result Compliance:
Additional Comments When Verified:
Bulk Specific Gravity 2.364
Bulk Specific Gravity 2 2.362
Bulk Specific Gravity 3 2.359
Average Bulk Specific Gravity 2.362

Test 2 of 5

DIME Test ID: 2025-03-05-56-2
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: 08/01/2025
Date Tested: 03/05/2025
Submitted By Organization: Martin Marietta
Organization Address: 4211 Ponderosa Avenue, Suite C,
Organization City: San Diego
Organization State: CA
Organization Zipcode: 92124
Organization Email: andrew.suarez@martinmarietta.com
Organization Phone: (619) 455-3295
General Comments for this Test: Submitted from JMF - Andrew Suarez
Test Result Compliance:
Additional Comments When Verified:
Number of tests 3
What is the unit of measurement for theoretical density? US Units
Mass Determination Water
Specific Gravity for Sample 1 2.459
Specific Gravity for Sample 2 2.46
Specific Gravity for Sample 3 2.46
Average Specific Gravity 2.46
Theoretical maximum density at 25°C (77°F) no data

Test 3 of 5

DIME Test ID: 2025-03-05-56-3
Test Method: AASHTO T269-14: Standard Method of Test for Percent Air Voids in Compacted Dense and Open Asphalt Mixtures (Air Void)
Verified Date: 08/01/2025
Date Tested: 03/05/2025
Submitted By Organization: Martin Marietta
Organization Address: 4211 Ponderosa Avenue, Suite C,
Organization City: San Diego
Organization State: CA
Organization Zipcode: 92124
Organization Email: andrew.suarez@martinmarietta.com
Organization Phone: (619) 455-3295
General Comments for this Test: Submitted from JMF - Andrew Suarez
Test Result Compliance:
Additional Comments When Verified:
Percent Air Voids 4 %
Percent Air Voids 2 3.9 %
Percent Air Voids 3 4.2 %
Average Percent Air Voids 4 %

Test 4 of 5

DIME Test ID: 2025-03-05-56-4
Test Method: AASHTO T283-14: Standard Method of Test for Resistance of Compacted Asphalt Mixtures to Moisture-Induced Damage (Moisture Content)
Verified Date: 08/01/2025
Date Tested: 07/17/2025
Submitted By Organization: Martin Marietta
Organization Address: 4211 Ponderosa Avenue, Suite C,
Organization City: San Diego
Organization State: CA
Organization Zipcode: 92124
Organization Email: andrew.suarez@martinmarietta.com
Organization Phone: (619) 455-3295
General Comments for this Test: Submitted from JMF - Andrew Suarez
Test Result Compliance:
Additional Comments When Verified:
Unit system used? US Units
Average Dry Tensile Strength 119 psi
Average Wet Tensile Strength 111 psi
Tensile Strength Ratio 93

Test 5 of 5

DIME Test ID: 2025-03-05-56-5
Test Method: AASHTO T324-14: Standard Method of Test for Hamburg Wheel-Track Testing of Compacted Asphalt Mixtures (Hamburg Wheel Track)
Verified Date: 08/01/2025
Date Tested: 07/17/2025
Submitted By Organization: Martin Marietta
Organization Address: 4211 Ponderosa Avenue, Suite C,
Organization City: San Diego
Organization State: CA
Organization Zipcode: 92124
Organization Email: andrew.suarez@martinmarietta.com
Organization Phone: (619) 455-3295
General Comments for this Test: Submitted from JMF - Andrew Suarez
Test Result Compliance:
Additional Comments When Verified:
Specified minimum number of passes at ½” rut depth, or number of passes at ½” rut depth if applicable (Wheel A) 20000
Specified minimum number of passes at ½” rut depth, or number of passes at ½” rut depth if applicable (Wheel B) 20000
Impression at specified number of passes, or specified maximum impression if applicable (Wheel A) 4.65 mm
Impression at specified number of passes, or specified maximum impression if applicable (Wheel B) 2.46 mm
Stripping Inflection Point (Wheel A) 0.0
Stripping Inflection Point (Wheel B) 0.0