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Sample Record for 2025-09-30-51

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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.: Jose Delgado

Sample Information

DIME Sample ID: 2025-09-30-51
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: Per Request
Type of Material: Hot Mix Asphalt
Sample Taken Date: 09/30/2025
Date that the sample was received by the laboratory/organization performing the testing: 10/02/2025
The quantity of what the sample constitutes: 4 Boxes
A brief description of the sample: Plant Sample
From where was the sample collected: Job Site
Laboratory sample identification: 25-09-30-51-A
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: 23417105 MM
Binder content (%): 5.3
Virgin binder PG: PG58-16
Design binder PG: PG58-16
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: 2025-09-30-51-1
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: 10/10/2025
Date Tested: 10/09/2025
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: Target 5.25% Complies
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 3941.5 g
Mass of the specimen and specimen basket assembly prior to ignition 5959.9 g
Mass of HMA Sample prior to ignition 2018.4 g
Corrected Asphalt Binder Content 4.61 %
Mass Loss 96.5 g
Mass of aggregate remaining after ignition 1921.9 g
Correction Factor (Percent by mass of HMA Specimen) 0.17 %
Moisture Content no data0 %
Temperature Compensation Factor no data0 %
Test Temperature 538 C

Test 2 of 2

DIME Test ID: 2025-09-30-51-2
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: 10/10/2025
Date Tested: 10/09/2025
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: Target 2.472 Complies
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 2506.1 grams
Mass of container filled with the sample and water for Sample 1 8962.5 grams
Temperature of Water 77 °F
Specific Gravity for Sample 1 2.459
Theoretical maximum density at 25°C (77°F) 153.1 lb/ft^3