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Sample Record for 2023-10-25-63

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Project Information

Project ID: 994616 DEA: 112N1654 EFIS: 1122000152 QA Service Level: 1
DIST-CO-RTE-PM: 11-SD-8-R61.0/R68.0
Work Description: PLACE RHMA-G(BWC) OVERLAY, PAVEMENT MARKING, & RUMBLE STRIP.
Location Description: SAN DIEGO COUNTY NEAR BOULEVARD FROM 0.1 MILE WEST OF CRESTWOOD ROAD UNDERCROSSING TO 0.2 MILE EAST OF MCCAIN VALLEY ROAD UNDERCROSSING
Contractor Name: MARTIN MARIETTA SAN DIEGO AGGREGATES LLC DBA ATP GENERAL ENGINEERING CONTRACTORS
Contractor Address: 4211 Ponderosa Ave. Suite C, San Diego, CA 92123
Resident Engineer: Fahad Masud Structure Rep.: Unknown

Sample Information

DIME Sample ID: 2023-10-25-63
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: 10/25/2023
Date that the sample was received by the laboratory/organization performing the testing: 10/27/2023
The quantity of what the sample constitutes: 2 boxes
A brief description of the sample: 1/2" RHMA
From where was the sample collected: Job Site
Laboratory sample identification: 9717-A
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: 21218080SR
Binder content (%):
Virgin binder PG:
Design binder PG:
Binder Supplier:
RAP content (%):
WMA Additives:
Antistrip type:
Test results on following page(s): 2

Test Results

Test 1 of 2

DIME Test ID: 2023-10-25-63-1
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: 01/10/2024
Date Tested: 12/06/2023
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 7.5% -.4 or +.5
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 4031.5 g
Mass of the specimen and specimen basket assembly prior to ignition 5580.8 g
Mass of HMA Sample prior to ignition 1549.3 g
Corrected Asphalt Binder Content 7.18 %
Mass Loss 117.5 g
Mass of aggregate remaining after ignition 1431.8 g
Correction Factor (Percent by mass of HMA Specimen) 0.4 %
Moisture Content no data0 %
Temperature Compensation Factor no data0 %
Test Temperature 538 C

Test 2 of 2

DIME Test ID: 2023-10-25-63-2
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: 01/10/2024
Date Tested: 12/06/2023
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? US Units
Mass Determination Air
Method Performed Mechanical Agitation - Method A
Mass of container filled with water 7477.1 grams
Mass of oven-dry sample in air for Sample 1 1523.8 grams
Mass of container filled with the sample and water for Sample 1 8370.3 grams
Temperature of Water 77 °F
Specific Gravity for Sample 1 2.416
Theoretical maximum density at 25°C (77°F) 150.4 lb/ft^3