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Sample Record for 2025-12-12-31

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

Project Information

Project ID: 1000762 DEA: 11430364 EFIS: 1118000109 QA Service Level: 1
DIST-CO-RTE-PM: 11-SD-79-20.2/53.0
Work Description: CULVERT REPAIR, GUARDRAIL, FLASHING BEACON AND SIGN REPLACEMENTS.
Location Description: SAN DIEGO COUNTY AT VARIOUS LOCATIONS FROM WEST JUNCTION ROUTE 78 TO RIVERSIDE COUNTY LINE
Contractor Name: NATIONWIDE CONTRACTING SERVICES, INC. DBA NATIONWIDE GENERAL CONSTRUCTION SERVICES
Contractor Address: 7660 Liberty Drive, Huntington Beach, CA 92647
Resident Engineer: Ryan Sresovich Structure Rep.: Unknown

Sample Information

DIME Sample ID: 2025-12-12-31
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: 12/12/2025
Date that the sample was received by the laboratory/organization performing the testing: 12/12/2025
The quantity of what the sample constitutes: 4 boxes
A brief description of the sample: Plant Sample
From where was the sample collected: Source
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Martin Marietta

Material Information

HMA Type: Type A HMA
HMA Grading: 3/4 inch
Lot number:
Sublot number:
HMA Mix Number: 23417105
Binder content (%): 4.5
Virgin binder PG: PG58-16
Design binder PG: PG58-16
Binder Supplier: Valero
RAP content (%): 25
WMA Additives: No
Antistrip type: Liquid
Test results on following page(s): 2

Test Results

Test 1 of 2

DIME Test ID: 2025-12-12-31-1
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: 01/14/2026
Date Tested: 12/24/2025
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 5.25%>4.45% Oven 3
Test Result Compliance: does not comply
Additional Comments When Verified:
What temperature unit is used? Celsius
Test procedure used? Method A
Mass of the specimen basket assembly 3915.9 g
Mass of the specimen and specimen basket assembly prior to ignition 5959.2 g
Mass of HMA Sample prior to ignition 2043.3 g
Corrected Asphalt Binder Content 5.25 %
Mass Loss 110.8 g
Mass of aggregate remaining after ignition 1932.5 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: 2025-12-12-31-2
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: 01/14/2026
Date Tested: 12/24/2025
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:
Test Result Compliance: complies
Additional Comments When Verified:
Number of tests 1
What is the unit of measurement for theoretical density? SI 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 2504.1 grams
Mass of container filled with the sample and water for Sample 1 8978.8 grams
Temperature of Water 77 °F
Specific Gravity for Sample 1 2.502
Theoretical maximum density at 25°C (77°F) 2494.7 kg/m^3