Print Report | Back to Sample Detail

Sample Record for 2025-09-19-13

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

Project Information

Project ID: 1000320 DEA: 11430324 EFIS: 1118000102 QA Service Level: 1
DIST-CO-RTE-PM: 11-SD-805-14.6/23.7
Work Description: MODIFY ELECTRICAL, CONCRETE PAVEMENT, DRAINAGE AND SIGNS.
Location Description: SAN DIEGO COUNTY IN SAN DIEGO FROM ROUTE 805/15 SEPARATION TO 0.1 MILE NORTH OF ROUTE 805/52 SEPARATION
Contractor Name: COFFMAN SPECIALTIES, INC.
Contractor Address: 9685 VIA EXCELENCIA STE 200, SAN DIEGO, CA 92126
Resident Engineer: Art Pannu Structure Rep.: Anh Ma

Sample Information

DIME Sample ID: 2025-09-19-13
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: 09/19/2025
Date that the sample was received by the laboratory/organization performing the testing: 09/22/2025
The quantity of what the sample constitutes: 12 boxes
A brief description of the sample: 3/4" RHMA-G
From where was the sample collected: Source
Laboratory sample identification: 2025-09-19-13-JMFV
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Martin Marietta

Material Information

HMA Type: RHMA-G
HMA Grading: 3/4 inch
Lot number:
Sublot number:
HMA Mix Number: 23418180AH MM
Binder content (%): 7.5
Virgin binder PG: PG 64-16
Design binder PG: PG 64-16
Binder Supplier: Valero
RAP content (%): 0
WMA Additives: No
Antistrip type: Liquid
Test results on following page(s): 2

Test Results

Test 1 of 2

DIME Test ID: 2025-09-19-13-1
Test Method: AASHTO T283-14: Standard Method of Test for Resistance of Compacted Asphalt Mixtures to Moisture-Induced Damage (Moisture Content)
Verified Date: 09/30/2025
Date Tested: 09/30/2025
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 both WET and DRY Target WET > 70 psi and DRY> 100 psi
Test Result Compliance: does not comply
Additional Comments When Verified:
Unit system used? SI Units
Average Dry Tensile Strength 88 psi
Average Wet Tensile Strength 66 psi
Tensile Strength Ratio 0.75

Test 2 of 2

DIME Test ID: 2025-09-19-13-2
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: 09/26/2025
Date Tested: 09/23/2025
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 2.449 - Tested 2.423
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 2563.4 grams
Mass of container filled with the sample and water for Sample 1 8981.2 grams
Temperature of Water 77 °F
Specific Gravity for Sample 1 2.423
Theoretical maximum density at 25°C (77°F) 150.8 lb/ft^3