Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 1000063 DEA: 061F8804 EFIS: 0623000106
QA Service Level: 1
DIST-CO-RTE-PM: 06-KIN-41-R39.9/R48.3
Work Description: COLD PLANE, HMA PAVING, AND INDIVIDUAL CONCRETE SLAB REPLACEMENT.
Location Description: KINGS COUNTY AT AND NEAR LEMOORE FROM ROUTE 41/198 SEPARATION TO FRESNO COUNTY LINE
Contractor Name: AGEE CONSTRUCTION CORPORATION
Contractor Address: 1039 Hoblitt Avenue, Clovis, CA
Resident Engineer: Oscar Sherrill Structure Rep.: Unknown
DIME Sample ID: 2024-06-28-8
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: 06/28/2024
Date that the sample was received by the laboratory/organization performing the testing: 06/28/2024
The quantity of what the sample constitutes: 144 tons
A brief description of the sample: 3/4 HMA 70-10
From where was the sample collected: Manufacturer
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Sierra Pacific - Avenal
DIME Test ID: 2024-06-28-8-1
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: 07/01/2024
Date Tested: 06/29/2024
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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2876 g
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Mass of the specimen and specimen basket assembly prior to ignition
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5048.9 g
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Mass of HMA Sample prior to ignition
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2172.9 g
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Corrected Asphalt Binder Content
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4.66 %
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Mass Loss
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124.5 g
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Mass of aggregate remaining after ignition
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2048.4 g
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Correction Factor (Percent by mass of HMA Specimen)
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0.93 %
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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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482 C
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