Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 213457 DEA: 11430434 EFIS: 1118000197
QA Service Level: 1
DIST-CO-RTE-PM: 11-SD-8-12.9/14.6,14.9
Work Description: HMA, STRUCTURAL BRIDGE, POLYESTER CONC OVERLAY, JPCP, & CONC BARRIER.
Location Description: SAN DIEGO COUNTY IN LA MESA AND EL CAJON FROM 0.1 MILE WEST OF GROSSMONT BOULEVARD OVERCROSSING TO WEST MAIN STREET OVERCROSSING AND AT MARSHALL AVENUE OVERHEAD
Contractor Name: Griffith Company
Contractor Address: 13400 Sabre Springs Parkway, Suite 200, SAN DIEGO, CA 92128
Resident Engineer: Chad Lim Structure Rep.: Janelle Clanton
DIME Sample ID: 2024-03-16-11
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: 03/16/2024
Date that the sample was received by the laboratory/organization performing the testing: 03/19/2024
The quantity of what the sample constitutes: 2 boxes
A brief description of the sample: 3/4" HMA
From where was the sample collected: Source
Laboratory sample identification: 7816-A
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Vulcan Otay
DIME Test ID: 2024-03-16-11-1
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: 03/27/2024
Date Tested: 03/21/2024
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: Complies Target 4.70% -.3 to +.5 Tested 4.87 %
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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4014.7 g
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Mass of the specimen and specimen basket assembly prior to ignition
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6083.2 g
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Mass of HMA Sample prior to ignition
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2068.5 g
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Corrected Asphalt Binder Content
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4.87 %
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Mass Loss
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114.9 g
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Mass of aggregate remaining after ignition
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1953.6 g
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Correction Factor (Percent by mass of HMA Specimen)
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0.68 %
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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 C
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DIME Test ID: 2024-03-16-11-2
Test Method: AASHTO T209-22: Standard Method of Test for Theoretical Maximum Specific Gravity (Gmm) and Density of Asphalt Mixtures (Maximum Specific Gravity)
Verified Date: 03/27/2024
Date Tested: 03/21/2024
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: Complies Target 2.515 +/- .02 Tested 2.512
Test Result Compliance: complies
Additional Comments When Verified:
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Number of Samples
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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 1
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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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2558.6 grams
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Mass of container filled with the sample and water for Sample 1
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9017.3 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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2.512
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Theoretical maximum density at 25°C (77°F)
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156.4 lb/ft^3
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