Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 995244 DEA: 061A4604 EFIS: 0620000037
QA Service Level: 1
DIST-CO-RTE-PM: 06-FRE-180-89.6/90.7
Work Description: HMA (TYPE A), HMA-OGFC, CL2 AGGREGATE BASE AND ROADWAY EXCAVATION.
Location Description: FRESNO COUNTY AT YOKUTS VALLEY FROM 0.2 MILE EAST OF GEORGE SMITH ROAD TO ELWOOD ROAD.
Contractor Name: CAL VALLEY CONSTRUCTION, INC.
Contractor Address: 5125 North Gate Avenue Suite 102, Fresno, CA 93722
Resident Engineer: Gashu Enquanhone Structure Rep.: Unknown
DIME Sample ID: 2024-07-24-32
TL Number from the TL Form:
Sample Submitted By Organization: CT D06 - Millbrook Field Laboratory
Sample Organization Contact: (559) 341-3953
Type of Sample: Quality Assurance
Type of Material: Hot Mix Asphalt
Sample Taken Date: 07/24/2024
Date that the sample was received by the laboratory/organization performing the testing: 07/24/2024
The quantity of what the sample constitutes: 0-750 Tons Produced
A brief description of the sample: 3/4 HMA Aggregate
From where was the sample collected: Manufacturer
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Vulcan Sanger
DIME Test ID: 2024-07-24-32-1
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: 07/26/2024
Date Tested: 07/24/2024
Submitted By Organization: CT D06 - Millbrook Field Laboratory
Organization Address: 1352 W. Olive Ave,
Organization City: Fresno
Organization State: CA
Organization Zipcode: 93728
Organization Email: tomas.silva@dot.ca.gov
Organization Phone: (559) 417-5341
General Comments for this Test:
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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2914.3 g
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Mass of the specimen and specimen basket assembly prior to ignition
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5065.6 g
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Mass of HMA Sample prior to ignition
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2151.3 g
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Corrected Asphalt Binder Content
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4.42 %
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Mass Loss
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102.8 g
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Mass of aggregate remaining after ignition
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2048.5 g
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Correction Factor (Percent by mass of HMA Specimen)
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0.22 %
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Moisture Content
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no data0 %
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Temperature Compensation Factor
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0.14 %
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Test Temperature
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538 C
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