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Sample Record for 2023-09-12-9

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

Project Information

Project ID: 995146 DEA: 061G1104 EFIS: 0623000147 QA Service Level: 1
DIST-CO-RTE-PM: 06-KIN-43-10.2/18.2
Work Description: Modifying signal and lighting systems.
Location Description: In Kings County near Hanford from 0.2 mile south of Kansas Avenue to route 43/198 separation.
Contractor Name: Unknown
Contractor Address: Unknown
Resident Engineer: Ryan Wilson Structure Rep.: Unknown

Sample Information

DIME Sample ID: 2023-09-12-9
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: 09/12/2023
Date that the sample was received by the laboratory/organization performing the testing: 09/12/2023
The quantity of what the sample constitutes: 754 TONS
A brief description of the sample: 3/4" HMA
From where was the sample collected: Manufacturer
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: SPM AVENAL

Material Information

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

Test Results

Test 1 of 1

DIME Test ID: 2023-09-12-9-1
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: 09/13/2023
Date Tested: 09/13/2023
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 2859.2 g
Mass of the specimen and specimen basket assembly prior to ignition 4946.5 g
Mass of HMA Sample prior to ignition 2087.3 g
Corrected Asphalt Binder Content 4.92 %
Mass Loss 124.6 g
Mass of aggregate remaining after ignition 1962.7 g
Correction Factor (Percent by mass of HMA Specimen) 0.91 %
Moisture Content no data0 %
Temperature Compensation Factor 0.14 %
Test Temperature 482 C