Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 214135 DEA: 09213404 EFIS: 0900000030
QA Service Level: 1
DIST-CO-RTE-PM: 09-INY-395-29.9/41.8
Work Description: ROADWAY EXCAVATION, PLACE HMA (TYPE A), AND ALTERNATIVE PIPE CULVERT.
Location Description: INYO COUNTY NEAR OLANCHA AND CARTAGO FROM 1.4 MILES SOUTH OF LOS ANGELES AQUEDUCT BRIDGE TO 0.2 MILE SOUTH OF ASH CREEK BRIDGE
Contractor Name: FISHER SAND & GRAVEL CO.
Contractor Address: 1302 W DRIVERS WAY, TEPE, AZ. 85284
Resident Engineer: Kris Raber Structure Rep.: Sheila Reyes
DIME Sample ID: 2024-05-22-87
TL Number from the TL Form:
Sample Submitted By Organization: CT D09 - Bishop Field Laboratory
Sample Organization Contact: (760) 872-5211
Type of Sample: Acceptance
Type of Material: Hot Mix Asphalt
Sample Taken Date: 05/22/2024
Date that the sample was received by the laboratory/organization performing the testing: 05/22/2024
The quantity of what the sample constitutes: 1 Box of HMA
A brief description of the sample: 3/4" HMA-A-SP PG70-10 R25 WMA
From where was the sample collected: Job Site
Laboratory sample identification: HMA-R90
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Fisher Sand and Gravel
DIME Test ID: 2024-05-22-87-1
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: 06/05/2024
Date Tested: 05/22/2024
Submitted By Organization: CT D09 - Bishop Field Laboratory
Organization Address: 500 South Main Street,
Organization City: Bishop
Organization State: CA
Organization Zipcode: 93514
Organization Email: chris.talbot@dot.ca.gov
Organization Phone: (760) 872-0794
General Comments for this Test: HMA-R90
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
|
4273.3 g
|
|
Mass of the specimen and specimen basket assembly prior to ignition
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6792.8 g
|
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Mass of HMA Sample prior to ignition
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2519.5 g
|
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Corrected Asphalt Binder Content
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4.45 %
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Mass Loss
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119.0 g
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Mass of aggregate remaining after ignition
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2400.5 g
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Correction Factor (Percent by mass of HMA Specimen)
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0.27 %
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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: 2024-05-22-87-2
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: 06/05/2024
Date Tested: 05/22/2024
Submitted By Organization: CT D09 - Bishop Field Laboratory
Organization Address: 500 South Main Street,
Organization City: Bishop
Organization State: CA
Organization Zipcode: 93514
Organization Email: chris.talbot@dot.ca.gov
Organization Phone: (760) 872-0794
General Comments for this Test: HMA-R90
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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7337.2 grams
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Mass of oven-dry sample in air for Sample 1
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2551.5 grams
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Mass of container filled with the sample and water for Sample 1
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8868.1 grams
|
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Temperature of Water
|
77.1 °F
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Specific Gravity for Sample 1
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2.500
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Theoretical maximum density at 25°C (77°F)
|
155.6 lb/ft^3
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