Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 994609 DEA: 112N1194 EFIS: 1121000148
QA Service Level: 1
DIST-CO-RTE-PM: 11-SD-94-14.9/29.2
Work Description: MICROSURFACING, RUMBLE STRIP, PAVEMENT MARKING, & SHOULDER BACKING.
Location Description: SAN DIEGO COUNTY NEAR JAMUL FROM JUNCTION ROUTE 54/94 TO 0.7 MILE EAST OF DULZURA CREEK
Contractor Name: VSS INTERNATIONAL, INC.
Contractor Address: 3785 Channel Dr., West Sacramento CA, 95605
Resident Engineer: Michael Stewart Structure Rep.: Unknown
DIME Sample ID: 2023-12-13-68
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: 12/13/2023
Date that the sample was received by the laboratory/organization performing the testing: 12/19/2023
The quantity of what the sample constitutes: 2 boxes
A brief description of the sample: 1/2" HMA-A
From where was the sample collected: Job Site
Laboratory sample identification: 0230-A
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Vulcan Otay
DIME Test ID: 2023-12-13-68-1
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: 05/21/2024
Date Tested: 05/08/2024
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 - 5.0
Test Result Compliance: complies
Additional Comments When Verified:
|
What temperature unit is used?
|
Fahrenheit
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Test procedure used?
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Method A
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|
Mass of the specimen basket assembly
|
4014.4 g
|
|
Mass of the specimen and specimen basket assembly prior to ignition
|
5564.1 g
|
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Mass of HMA Sample prior to ignition
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1549.7 g
|
|
Corrected Asphalt Binder Content
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5.49 %
|
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Mass Loss
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94.9 g
|
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Mass of aggregate remaining after ignition
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1454.8 g
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Correction Factor (Percent by mass of HMA Specimen)
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0.63 %
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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 F
|
DIME Test ID: 2023-12-13-68-2
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: 05/21/2024
Date Tested: 05/08/2024
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:
Test Result Compliance: complies
Additional Comments When Verified:
|
Number of Samples
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1
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What is the unit of measurement for theoretical density?
|
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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1543.6 grams
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Mass of container filled with the sample and water for Sample 1
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8403.5 grams
|
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Temperature of Water
|
77 °F
|
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Specific Gravity for Sample 1
|
2.501
|
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Theoretical maximum density at 25°C (77°F)
|
155.7 lb/ft^3
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