Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 993811 DEA: 11422304 EFIS: 1115000180
QA Service Level: 1
DIST-CO-RTE-PM: 11-SD-78-0.3/R16.0
Work Description: CULVERT REPAIRS, COLD PLANE, RHMA-G, MODIFY LANDSCAPE AND ELECTRICAL.
Location Description: SAN DIEGO COUNTY AT VARIOUS LOCATIONS FROM 0.3 MILE EAST OF ROUTE 78/5 SEPARATION TO 0.5 MILE WEST OF ROUTE 15/78 SEPARATION
Contractor Name: HAZARD CONSTRUCTION COMPANY
Contractor Address: 10529 Vine Streeet, Lakeside, CA 92040
Resident Engineer: Ramesh Narahari Structure Rep.: Unknown
DIME Sample ID: 2024-05-08-46
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: 05/08/2024
Date that the sample was received by the laboratory/organization performing the testing: 05/10/2024
The quantity of what the sample constitutes: 2 boxes
A brief description of the sample: 3/4" RHMA
From where was the sample collected: Supplier
Laboratory sample identification: 0506-A
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Martin Marietta
DIME Test ID: 2024-05-08-46-1
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: 05/23/2024
Date Tested: 05/16/2024
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: Complies - Target - 7.5
Test Result Compliance: complies
Additional Comments When Verified:
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What temperature unit is used?
|
Celsius
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Test procedure used?
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Method A
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|
Mass of the specimen basket assembly
|
4014.3 g
|
|
Mass of the specimen and specimen basket assembly prior to ignition
|
6076.6 g
|
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Mass of HMA Sample prior to ignition
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2062.3 g
|
|
Corrected Asphalt Binder Content
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7.20 %
|
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Mass Loss
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150.9 g
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Mass of aggregate remaining after ignition
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1911.4 g
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Correction Factor (Percent by mass of HMA Specimen)
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0.12 %
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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
|
DIME Test ID: 2024-05-08-46-2
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: 05/23/2024
Date Tested: 05/15/2024
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 - 2.456
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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2528.3 grams
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Mass of container filled with the sample and water for Sample 1
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8968.2 grams
|
|
Temperature of Water
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0 °F
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Specific Gravity for Sample 1
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2.438
|
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Theoretical maximum density at 25°C (77°F)
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151.8 lb/ft^3
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