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Sample Record for 2023-03-03-18

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

Project Information

Project ID: 994171 DEA: 070Q9204 EFIS: 0721000110 MINOR: 07A5369 QA Service Level: 1
DIST-CO-RTE-PM: 07---
Work Description:
Location Description:
Contractor Name: WEST COAST PUBLIC WORKS, INC.
Contractor Address: 20058 Ventura Blvd #318, Woodland Hills, CA 91364
Resident Engineer: Denrick Bautista Structure Rep.: Unknown

Sample Information

DIME Sample ID: 2023-03-03-18
TL Number from the TL Form: 0303A2
Sample Submitted By Organization: CT D07 - Materials Field Laboratory, Unit 1953
Sample Organization Contact: (213) 817-0387
Type of Sample: Department Acceptance
Type of Material: Hot Mix Asphalt
Sample Taken Date: 03/03/2023
Date that the sample was received by the laboratory/organization performing the testing: 03/06/2023
The quantity of what the sample constitutes: 45 tons
A brief description of the sample: 3/8" HMA dike
From where was the sample collected: Manufacturer
Laboratory sample identification: 23-026
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Vulcan Materials Sun Valley

Material Information

HMA Type: Type A HMA
HMA Grading: 3/8 inch
Lot number:
Sublot number:
HMA Mix Number: 421500

Test Results

Test 1 of 1

DIME Test ID: 2023-03-03-18-1
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: 03/07/2023
Date Tested: 03/07/2023
Submitted By Organization: CT D07 - Materials Field Laboratory, Unit 1953
Organization Address: 1940 South Workman Mill Road,
Organization City: Whittier
Organization State: CA
Organization Zipcode: 90601
Organization Email: chad.chotibhongs@dot.ca.gov
Organization Phone: (213) 817-0387
General Comments for this Test:
Test Result Compliance: complies
Additional Comments When Verified:
What temperature unit is used? Fahrenheit
Test procedure used? Method A
Mass of the specimen basket assembly 4013.9 g
Mass of the specimen and specimen basket assembly prior to ignition 5541.4 g
Mass of HMA Sample prior to ignition 1527.5 g
Corrected Asphalt Binder Content 6.41 %
Mass Loss 97.9 g
Mass of aggregate remaining after ignition 1429.6 g
Correction Factor (Percent by mass of HMA Specimen) 0.00 %
Moisture Content 0.00 %
Temperature Compensation Factor 0.00 %
Test Temperature 1000.4 F