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Sample Record for 2023-05-02-58

Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.

Project Information

Project ID: 994787 DEA: 061F7004 EFIS: 0623000145 QA Service Level: 1
DIST-CO-RTE-PM: 06-TUL-99-4/15.5
Work Description:
Location Description:
Contractor Name: Yarbs Grading and Paving, Inc.
Contractor Address: Unknown
Resident Engineer: Unknown Structure Rep.: Unknown

Sample Information

DIME Sample ID: 2023-05-02-58
TL Number from the TL Form:
Sample Submitted By Organization: CT D06 - Visalia Field Laboratory
Sample Organization Contact: (559) 341-4165
Type of Sample: Department Acceptance
Type of Material: Hot Mix Asphalt
Sample Taken Date: 05/02/2023
Date that the sample was received by the laboratory/organization performing the testing: 05/04/2023
The quantity of what the sample constitutes: 225 Ton
A brief description of the sample: 3/4 HMA -A No Rap PG70-10
From where was the sample collected: Supplier
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Porterville Rock and Recycle PAI

Material Information

HMA Type: Type A HMA
HMA Grading: 3/4 inch
Lot number:
Sublot number:
HMA Mix Number: 22J026
Test results on following page(s): 1

Test Results

Test 1 of 1

DIME Test ID: 2023-05-02-58-1
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: 05/24/2023
Date Tested: 05/03/2023
Submitted By Organization: CT D06 - Visalia Field Laboratory
Organization Address: 8530 West Roosevelt Avenue,
Organization City: Visalia
Organization State: CA
Organization Zipcode: 93291
Organization Email: shoaib.ahmed@dot.ca.gov
Organization Phone: (559) 341-4165
General Comments for this Test:
Test Result Compliance: complies
Additional Comments When Verified:
What temperature unit is used? Celsius
Test procedure used? Method A
Mass of HMA Sample prior to ignition 2015.6 g
Corrected Asphalt Binder Content 4.69 %
Mass Loss 105.4 g
Correction Factor (Percent by mass of HMA Specimen) 0.39 %
Moisture Content 0.01 %
Temperature Compensation Factor 0.15 %
Test Temperature 538 C