Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
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
DIME Sample ID: 2023-09-18-64
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: 09/18/2023
Date that the sample was received by the laboratory/organization performing the testing: 09/20/2023
The quantity of what the sample constitutes: 6 boxes 2 bags
A brief description of the sample: 1/2" RHMA-G
From where was the sample collected: Source
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Martin Marietta
DIME Test ID: 2023-09-18-64-1
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: 10/30/2023
Date Tested: 09/26/2023
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:
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What temperature unit is used?
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Fahrenheit
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Test procedure used?
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Method A
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Mass of the specimen basket assembly
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4023.2 g
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Mass of the specimen and specimen basket assembly prior to ignition
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5561.8 g
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Mass of HMA Sample prior to ignition
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1538.6 g
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Corrected Asphalt Binder Content
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8.9 %
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Mass Loss
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146.1 g
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Mass of aggregate remaining after ignition
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1392.5 g
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Correction Factor (Percent by mass of HMA Specimen)
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0.6 %
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Moisture Content
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no data0 %
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Temperature Compensation Factor
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no data0 %
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Test Temperature
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538 F
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