Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 215607 DEA: 061C6504 EFIS: 0621000099
QA Service Level: 1
DIST-CO-RTE-PM: 06-FRE-41-R0.5/M5.9
Work Description: RESURFACE AC PAVEMENT AND INSTALL MEDIAN TYPE K CONCRETE BARRIER.
Location Description: FRESNO COUNTY ABOUT 6 MILES NORTH OF LEMOORE FROM 0.5 MILE NORTH OF EXCELSIOR AVENUE UNDERCROSSING TO 0.2 MILE SOUTH OF ELKHORN AVENUE
Contractor Name: Cal Valley Construction
Contractor Address: 5125 N. Gates Ave., Ste. 102, Fresno, CA, 93722-6414
Resident Engineer: Mark Mengoni Structure Rep.: Unknown
DIME Sample ID: 2021-07-07-44
TL Number from the TL Form: c027001
Sample Submitted By Organization: CT HQ - Sacramento Hot Mix Asphalt Laboratory
Sample Organization Contact: (916) 227-7302
Type of Sample: Dispute Resolution
Type of Material: Hot Mix Asphalt
Sample Taken Date: 07/07/2021
Date that the sample was received by the laboratory/organization performing the testing: 09/15/2021
The quantity of what the sample constitutes: 2 boxes
A brief description of the sample: 3/4" HMA SJR64-16 15% RAP LAS
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: 2021-07-07-44-1
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: 09/22/2021
Date Tested: 09/22/2021
Submitted By Organization: CT HQ - Sacramento Hot Mix Asphalt Laboratory
Organization Address: 5900 Folsom Boulevard, Room 225,
Organization City: Sacramento
Organization State: CA
Organization Zipcode: 95819
Organization Email: guadalupe.magana@dot.ca.gov
Organization Phone: (916) 227-7302
General Comments for this Test: Target Binder Content: 5.0% +.5/-.3
Test Result Compliance: does not comply
Additional Comments When Verified:
What temperature unit is used?
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Fahrenheit
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Test procedure used?
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no data
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Mass of HMA Sample prior to ignition
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no data
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Corrected Asphalt Binder Content
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5.77 %
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Mass Loss
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no data
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Correction Factor (Percent by mass of HMA Specimen)
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0.94 %
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Moisture Content
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no data
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Temperature Compensation Factor
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no data
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Test Temperature
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no data
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