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Sample Record for 2023-10-27-58

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Project Information

Project ID: 215425 DEA: 06360244 EFIS: 0613000005 QA Service Level: 1
DIST-CO-RTE-PM: 06-TUL-99-30.6/35.2
Work Description: Widen Freeway & Bridge Construction (Concrete Bridge)
Location Description:
Contractor Name: SECURITY PAVING COMPANY, INC.
Contractor Address: 13170 TELFAIR AVE, SYLMAR, CA, 91342
Resident Engineer: Javier Huerta Structure Rep.: Ramandeep Guraya

Sample Information

DIME Sample ID: 2023-10-27-58
TL Number from the TL Form:
Sample Submitted By Organization: CT D06 - Visalia Field Laboratory
Sample Organization Contact: (559) 341-4165
Type of Sample: Verification
Type of Material: Hot Mix Asphalt
Sample Taken Date: 10/27/2023
Date that the sample was received by the laboratory/organization performing the testing: 10/27/2023
The quantity of what the sample constitutes: 327 Tons
A brief description of the sample: 3/4" HMA -A R15% PG 64-10
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: 5
Sublot number: 15
HMA Mix Number:
Test results on following page(s): 1

Test Results

Test 1 of 1

DIME Test ID: 2023-10-27-58-1
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: 11/08/2023
Date Tested: 10/27/2023
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 2109.0 g
Corrected Asphalt Binder Content 4.83 %
Mass Loss 110.7 g
Correction Factor (Percent by mass of HMA Specimen) 0.28 %
Moisture Content 0.00 %
Temperature Compensation Factor 0.14 %
Test Temperature 538 C