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Sample Record for 2023-09-25-90

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Project Information

Project ID: 994617 DEA: 112N1664 EFIS: 1122000153 QA Service Level: 1
DIST-CO-RTE-PM: 11-SD-79-44.7/53.0
Work Description: COLD PLANE, RHMA OVERLAY, PAVEMENT MARKING, & RUMBLE STRIP.
Location Description: SAN DIEGO COUNTY NEAR SUNSHINE SUMMIT FROM 1.2 MILES NORTH OF ACORN CREEK BRIDGE TO RIVERSIDE COUNTY LINE
Contractor Name: MARTIN MARIETTA SAN DIEGO AGGREGATES LLC DBA ATP GENERAL ENGINEERING CONTRACTORS
Contractor Address: Unknown
Resident Engineer: BEN HANEY Structure Rep.: Unknown

Sample Information

DIME Sample ID: 2023-09-25-90
TL Number from the TL Form:
Sample Submitted By Organization: CT D11 - District 11 Materials Laboratory
Sample Organization Contact: (858) 688-1570
Type of Sample: Quality Assurance
Type of Material: Hot Mix Asphalt
Sample Taken Date: 09/25/2023
Date that the sample was received by the laboratory/organization performing the testing: 09/27/2023
The quantity of what the sample constitutes: 2 boxes 1 bag
A brief description of the sample: 1/2" RHMA-O
From where was the sample collected: Source
Laboratory sample identification: 9608-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: 51216090

Test Results

Test 1 of 1

DIME Test ID: 2023-09-25-90-1
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: 01/05/2024
Date Tested: 01/02/2024
Submitted By Organization: CT D11 - District 11 Materials Laboratory
Organization Address: 7177 Opportunity Road,
Organization City: San Diego
Organization State: CA
Organization Zipcode: 92111
Organization Email: dave.m.cortez@dot.ca.gov
Organization Phone: (858) 688-1570
General Comments for this Test: Target 8.3% / -.4 to +.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 4028.4 g
Mass of the specimen and specimen basket assembly prior to ignition 5537.8 g
Mass of HMA Sample prior to ignition 1509.4 g
Corrected Asphalt Binder Content 7.91 %
Mass Loss 128.5 g
Mass of aggregate remaining after ignition 1380.9 g
Correction Factor (Percent by mass of HMA Specimen) 0.60 %
Moisture Content 0.00 %
Temperature Compensation Factor 0.00 %
Test Temperature 538 C