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Sample Record for 2023-08-29-21

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Project Information

Project ID: 212737 DEA: 060S8304 EFIS: 0615000046 QA Service Level: 1
DIST-CO-RTE-PM: 06-FRE-5-44.4-45.4
Work Description: TUMEY GULCH ABUTMENT REHAB BR# 42-0246L/R.
Location Description: IN FRESNO COUNTY AT TUMEY GULCH.
Contractor Name: Bruce Shumacher
Contractor Address: 2716 S Granite Ct, Fresno, CA 93706
Resident Engineer: Cary Cruz Structure Rep.: Ben Holton

Sample Information

DIME Sample ID: 2023-08-29-21
TL Number from the TL Form:
Sample Submitted By Organization: CT D06 - Millbrook Field Laboratory
Sample Organization Contact: (559) 417-5341
Type of Sample: Acceptance
Type of Material: Hot Mix Asphalt
Sample Taken Date: 08/29/2023
Date that the sample was received by the laboratory/organization performing the testing: 08/29/2023
The quantity of what the sample constitutes: 1579
A brief description of the sample: 1/2 RHMA
From where was the sample collected: Manufacturer
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Granite Coalinga

Material Information

HMA Type: RHMA-G
HMA Grading: 1/2 inch
Lot number: 5
Sublot number: 5
HMA Mix Number:

Test Results

Test 1 of 1

DIME Test ID: 2023-08-29-21-1
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: 08/31/2023
Date Tested: 08/30/2023
Submitted By Organization: CT D06 - Millbrook Field Laboratory
Organization Address: 3240 North Millbrook Avenue,
Organization City: Fresno
Organization State: CA
Organization Zipcode: 93726
Organization Email: tomas.silva@dot.ca.gov
Organization Phone: (559) 417-5341
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 the specimen basket assembly 2881.7 g
Mass of the specimen and specimen basket assembly prior to ignition 4520.4 g
Mass of HMA Sample prior to ignition 1638.7 g
Corrected Asphalt Binder Content 7.62 %
Mass Loss 138.7 g
Mass of aggregate remaining after ignition 1500.0 g
Correction Factor (Percent by mass of HMA Specimen) 0.66 %
Moisture Content 0.00 %
Temperature Compensation Factor 0.18 %
Test Temperature 538 C