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Sample Record for 2023-10-15-12

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Project Information

Project ID: 993529 DEA: 11430514 EFIS: 1119000008 QA Service Level: 1
DIST-CO-RTE-PM: 11-SD-15-R31.3/R37.1
Work Description: CRCP, FIBER OPTIC CABLE, AND HMA.
Location Description: SAN DIEGO COUNTY IN AND NEAR ESCONDIDO FROM 0.2 MILE SOUTH OF ROUTE 15/78 SEPARATION TO 0.5 MILE NORTH OF DEER SPRINGS ROAD OVERCROSSING
Contractor Name: Security Paving Company, Inc.
Contractor Address: 13170 Telfair Ave, Sylmar, CA 91342
Resident Engineer: Jason Alsheikh Structure Rep.: Tan Cao

Sample Information

DIME Sample ID: 2023-10-15-12
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: 10/15/2023
Date that the sample was received by the laboratory/organization performing the testing: 10/17/2023
The quantity of what the sample constitutes: 2 boxes
A brief description of the sample: 3/4 HMA-A
From where was the sample collected: Source
Laboratory sample identification: 6631-A
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:
Test results on following page(s): 1

Test Results

Test 1 of 1

DIME Test ID: 2023-10-15-12-1
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: 03/19/2024
Date Tested: 11/27/2023
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) 518-8709
General Comments for this Test: Complies Target 5.0 -.3 to +.5 / Result - 5.04 %
Test Result Compliance: complies
Additional Comments When Verified:
What temperature unit is used? Fahrenheit
Test procedure used? Method A
Mass of the specimen basket assembly 4,014.6 g
Mass of the specimen and specimen basket assembly prior to ignition 6,054.2 g
Mass of HMA Sample prior to ignition 2,039.6 g
Corrected Asphalt Binder Content 5.04 %
Mass Loss 112.7 g
Mass of aggregate remaining after ignition 1,926.9 g
Correction Factor (Percent by mass of HMA Specimen) 0.49 %
Moisture Content 0.00 %
Temperature Compensation Factor 0.00 %
Test Temperature 538 F