Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 7840 DEA: 060H1004 EFIS: 0600020366
QA Service Level: 1
DIST-CO-RTE-PM: 06-FRE-168-T25.5/R32.9
Work Description: REPAIR FAILED AREAS, OVERLAY ROADWAY, AND RECONSTRUCT MBGR.
Location Description: FRESNO COUNTY AT AND NEAR PRATHER FROM 0.1 MILE NORTH OF OAK CREEK ROAD TO 0.1 MILE NORTH OF SJ AND E ROAD
Contractor Name: A. TEICHERT & SON, INC. DBA TEICHERT CONSTRUCTION
Contractor Address: P.O. Box 520, Fowler, CA 93625
Resident Engineer: Mark Mengoni Structure Rep.: Unknown
DIME Sample ID: 2023-05-17-98
TL Number from the TL Form:
Sample Submitted By Organization: CT D12 - Huntington Beach Field Laboratory
Sample Organization Contact: 9492798846
Type of Sample: Quality Assurance
Type of Material: Hot Mix Asphalt
Sample Taken Date: 05/17/2023
Date that the sample was received by the laboratory/organization performing the testing: 05/17/2023
The quantity of what the sample constitutes: HMA, Agg, RAP
A brief description of the sample: 3/4 HMA-A
From where was the sample collected: Manufacturer
Laboratory sample identification: 23-0433
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: All American Asphalt Corona
DIME Test ID: 2023-05-17-98-1
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: 06/21/2023
Date Tested: 05/17/2023
Submitted By Organization: CT D12 - Huntington Beach Field Laboratory
Organization Address: 19601 Beach Boulevard,
Organization City: Huntington Beach
Organization State: CA
Organization Zipcode: 92648
Organization Email: frank.mai@dot.ca.gov
Organization Phone: (949) 279-8846
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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3946.5 g
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Mass of the specimen and specimen basket assembly prior to ignition
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6004 g
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Mass of HMA Sample prior to ignition
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2057.5 g
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Corrected Asphalt Binder Content
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4.38 %
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Mass Loss
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95.2 g
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Mass of aggregate remaining after ignition
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1962.3 g
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Correction Factor (Percent by mass of HMA Specimen)
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0.25 %
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Moisture Content
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no data0 %
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Temperature Compensation Factor
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no data0 %
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Test Temperature
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538 C
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