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Sample Record for 2023-03-07-31

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

Project Information

Project ID: 994509 DEA: 101R4004 EFIS: 1023000140 QA Service Level: 1
DIST-CO-RTE-PM: 10-MER,MER/MER-5,59,152-22.6/32.5
Work Description:
Location Description:
Contractor Name: George Reed
Contractor Address: P.O. Box 4760, Modesto, CA 95352
Resident Engineer: Tofael Anwar Structure Rep.: Unknown

Sample Information

DIME Sample ID: 2023-03-07-31
TL Number from the TL Form: C994591
Sample Submitted By Organization: CT D10 - District 10 Materials Laboratory
Sample Organization Contact: (209) 948-7567
Type of Sample: Quality Assurance
Type of Material: Hot Mix Asphalt
Sample Taken Date: 03/07/2023
Date that the sample was received by the laboratory/organization performing the testing: 03/08/2023
The quantity of what the sample constitutes: 4 boxes
A brief description of the sample: 3/4 HMA
From where was the sample collected: Manufacturer
Laboratory sample identification: 23-H-15
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: George Reed Munn & Perkins Plant

Material Information

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

Test Results

Test 1 of 1

DIME Test ID: 2023-03-07-31-1
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: 04/19/2023
Date Tested: 03/09/2023
Submitted By Organization: CT D10 - District 10 Materials Laboratory
Organization Address: 1976 East Dr. Martin Luther King Jr. Boulevard,
Organization City: Stockton
Organization State: CA
Organization Zipcode: 95205
Organization Email: mandeep.dhesi@dot.ca.gov
Organization Phone: (209) 948-7567
General Comments for this Test:
Test Result Compliance:
Additional Comments When Verified:
What temperature unit is used? Fahrenheit
Test procedure used? Method A
Mass of HMA Sample prior to ignition 2094.0 g
Corrected Asphalt Binder Content 5.12 %
Mass Loss 120.9 g
Correction Factor (Percent by mass of HMA Specimen) 0.51 %
Moisture Content 0.00 %
Temperature Compensation Factor 0.14 %
Test Temperature 538 F