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Sample Record for 2023-06-11-3

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

Project Information

Project ID: 994788 DEA: 061E5504 EFIS: 0622000064 QA Service Level: 1
DIST-CO-RTE-PM: 06-FRE,FRE/FRE-33,99-44.4/46.8
Work Description:
Location Description:
Contractor Name: Cal Valley Construction
Contractor Address: Unknown
Resident Engineer: Unknown Structure Rep.: Unknown

Sample Information

DIME Sample ID: 2023-06-11-3
TL Number from the TL Form:
Sample Submitted By Organization: CT D06 - Millbrook Field Laboratory
Sample Organization Contact: (559) 417-5341
Type of Sample: Quality Assurance
Type of Material: Hot Mix Asphalt
Sample Taken Date: 06/11/2023
Date that the sample was received by the laboratory/organization performing the testing: 06/12/2023
The quantity of what the sample constitutes: 750 Tons
A brief description of the sample: 1/2 Hot Mix Asphalt w/15%Rap
From where was the sample collected: Manufacturer
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Vulcan Ashlan

Material Information

HMA Type: Type A HMA
HMA Grading: 1/2 inch
Lot number: 5
Sublot number: 7
HMA Mix Number:
Test results on following page(s): 1

Test Results

Test 1 of 1

DIME Test ID: 2023-06-11-3-1
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: 06/12/2023
Date Tested: 06/12/2023
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 2872.6 g
Mass of the specimen and specimen basket assembly prior to ignition 4463.1 g
Mass of HMA Sample prior to ignition 1590.5 g
Corrected Asphalt Binder Content 4.83 %
Mass Loss 85.8 g
Mass of aggregate remaining after ignition 1504.7 g
Correction Factor (Percent by mass of HMA Specimen) 0.37 %
Moisture Content no data0 %
Temperature Compensation Factor 0.19 %
Test Temperature 538 C