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: 2023-08-05-2
TL Number from the TL Form:
Sample Submitted By Organization: CT D09 - Bishop Field Laboratory
Sample Organization Contact: (760) 872-5211
Type of Sample: Quality Assurance
Type of Material: Hot Mix Asphalt
Sample Taken Date: 08/05/2023
Date that the sample was received by the laboratory/organization performing the testing: 08/02/2023
The quantity of what the sample constitutes: 960 TONS
A brief description of the sample: HMA 012
From where was the sample collected: Job Site
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Fisher Sand and Gravel
DIME Test ID: 2023-08-05-2-2
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: 08/08/2023
Date Tested: 08/07/2023
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-12
Test Result Compliance: complies
Additional Comments When Verified:
What temperature unit is used?
|
Celsius
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Test procedure used?
|
Method A
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Mass of the specimen basket assembly
|
4242.9 g
|
Mass of the specimen and specimen basket assembly prior to ignition
|
6291.3 g
|
Mass of HMA Sample prior to ignition
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2048.4 g
|
Corrected Asphalt Binder Content
|
4.82 %
|
Mass Loss
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93.6 g
|
Mass of aggregate remaining after ignition
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1954.8 g
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Correction Factor (Percent by mass of HMA Specimen)
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-0.25 %
|
Moisture Content
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0.00 %
|
Temperature Compensation Factor
|
0.00 %
|
Test Temperature
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538 C
|