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Sample Record for 2023-06-07-56

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Project Information

Project ID: 214077 DEA: 101C5304 EFIS: 1015000002 QA Service Level: 1
DIST-CO-RTE-PM: 10-STA,SJ-5,99-Var
Work Description: OVERHEAD AND ROADSIDE SIGNS, AND MODIFY ELECTRICAL SYSTEMS.
Location Description: SAN JOAQUIN AND STANISLAUS COUNTIES AT VARIOUS LOCATIONS
Contractor Name: Independent Structures Inc.
Contractor Address: 8431 HARTMEYER LN, Redding, CA 96002
Resident Engineer: Mohammad "Wali" Waziri Structure Rep.: Stephen Pozzo

Sample Information

DIME Sample ID: 2023-06-07-56
TL Number from the TL Form: 994028
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: 06/07/2023
Date that the sample was received by the laboratory/organization performing the testing: 06/08/2023
The quantity of what the sample constitutes: 2 boxs
A brief description of the sample: 3/4 HMA
From where was the sample collected: Manufacturer
Laboratory sample identification: 23-H-93
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Teichert Materials Vernalis

Material Information

HMA Type: Type A HMA
HMA Grading: 3/4 inch
Lot number: 2
Sublot number: 6
HMA Mix Number: 22J22
Test results on following page(s): 1

Test Results

Test 1 of 1

DIME Test ID: 2023-06-07-56-1
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: 06/16/2023
Date Tested: 06/09/2023
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: complies
Additional Comments When Verified:
What temperature unit is used? Celsius
Test procedure used? Method A
Mass of HMA Sample prior to ignition 2118.0 g
Corrected Asphalt Binder Content 5.21 %
Mass Loss 135.2 g
Correction Factor (Percent by mass of HMA Specimen) 1.03 %
Moisture Content 0.00 %
Temperature Compensation Factor 0.14 %
Test Temperature 538 C