Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 993318 DEA: 11423704 EFIS: 1116000059
QA Service Level: 1
DIST-CO-RTE-PM: 11-SD-8-R31.8/R41.7
Work Description: PLACE CRCP, HMA, MGS, AND WATER POLLUTION CONTROL SYSTEM.
Location Description: SAN DIEGO COUNTY NEAR ALPINE FROM VIEJAS CREEK BRIDGE TO PINE VALLEY CREEK BRIDGE
Contractor Name: GRANITE CONSTRUCTION COMPANY
Contractor Address: 5860 El Camino Real, Ste 200, Carlsbad, CA 92008
Resident Engineer: Art Pannu Structure Rep.: Carlos Guzman
DIME Sample ID: 2023-10-30-79
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: 10/30/2023
Date that the sample was received by the laboratory/organization performing the testing: 11/03/2023
The quantity of what the sample constitutes: 2 boxes
A brief description of the sample: 1/2" HMA
From where was the sample collected: Source
Laboratory sample identification: 6529-A
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Martin Marietta
DIME Test ID: 2023-10-30-79-1
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: 02/13/2024
Date Tested: 12/19/2023
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:
Test Result Compliance: complies
Additional Comments When Verified:
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What temperature unit is used?
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Celsius
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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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3996.3 g
|
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Mass of the specimen and specimen basket assembly prior to ignition
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5592.1 g
|
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Mass of HMA Sample prior to ignition
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1595.8 g
|
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Corrected Asphalt Binder Content
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5.42 %
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Mass Loss
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91.5 g
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Mass of aggregate remaining after ignition
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1504.3 g
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Correction Factor (Percent by mass of HMA Specimen)
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0.31 %
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Moisture Content
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0.00 %
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Temperature Compensation Factor
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0.00 %
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Test Temperature
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538 C
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DIME Test ID: 2023-10-30-79-2
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: 02/13/2024
Date Tested: 12/19/2023
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:
Test Result Compliance: complies
Additional Comments When Verified:
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Number of tests
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1
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What is the unit of measurement for theoretical density?
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US Units
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Mass Determination
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Air
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Method Performed
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Mechanical Agitation - Method A
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Mass of container filled with water
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7477.1 grams
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Mass of oven-dry sample in air for Sample 1
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1541.5 grams
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Mass of container filled with the sample and water for Sample 1
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8391.8 grams
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Temperature of Water
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77 °F
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Specific Gravity for Sample 1
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2.459
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Theoretical maximum density at 25°C (77°F)
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153.1 lb/ft^3
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