Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 1001165 DEA: 061H6304 EFIS: 0625000097
QA Service Level: 1
DIST-CO-RTE-PM: 06-FRE-6-43.95
Work Description: The scope of work will include culvert replacement, pavement repair, traffic control, and pavement delineation.
Location Description: Fresno County, Rout I-5 at PM 43.95.
Contractor Name: A. TEICHERT & SON INC DBA TEICHERT CONSTRUCTION
Contractor Address: 5771 S. Toyota Ave, Fresno, CA 93725
Resident Engineer: Mark Mengoni Structure Rep.: Unknown
DIME Sample ID: 2025-05-14-41
TL Number from the TL Form:
Sample Submitted By Organization: CT D06 - Millbrook Field Laboratory
Sample Organization Contact: (559) 341-3953
Type of Sample: Acceptance
Type of Material: Hot Mix Asphalt
Sample Taken Date: 05/14/2025
Date that the sample was received by the laboratory/organization performing the testing: 05/15/2025
The quantity of what the sample constitutes: 162.29 tons out
A brief description of the sample: 3/4 HMA
From where was the sample collected: Manufacturer
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Granite Coalinga
DIME Test ID: 2025-05-14-41-1
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: 05/19/2025
Date Tested: 05/16/2025
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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2836.8 g
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Mass of the specimen and specimen basket assembly prior to ignition
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5043.4 g
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Mass of HMA Sample prior to ignition
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2206.6 g
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Corrected Asphalt Binder Content
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5.01 %
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Mass Loss
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139.6 g
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Mass of aggregate remaining after ignition
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2067 g
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Correction Factor (Percent by mass of HMA Specimen)
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1.19 %
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Moisture Content
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no data0 %
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Temperature Compensation Factor
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0.13 %
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Test Temperature
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482 C
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