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Testing Report for 2021-01-13-28-1

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

Project Information

Project ID: 214029 DEA: 07301104 EFIS: 0714000009 QA Service Level: 1
DIST-CO-RTE-PM: 07-LA-60,710-710-R2.8/11.8, 24.1/25.1
Work Description: Roadway ex, place jointed plain concrete pavement & concrete barrieres
Location Description: In Los Angeles County at avocado Heights on Route 60 from 0.5 Mile west of Route 60/710 Separation to Route 60/605 Separation AND on Route 710 from 0.5 miles south of Route 710/60 Separation to 0.5 mile north of Route 710/60 Separation.
Contractor Name: Unknown
Contractor Address: Unknown
Resident Engineer: Sepand Minovi Structure Rep.: Win, Thein

Sample Information

DIME Sample ID: 2021-01-13-28
TL Number from the TL Form:
Sample Submitted By Organization: CT - Southern Regional Laboratory
Sample Organization Contact: 213-792-4794
Type of Sample: Acceptance
Type of Material: Hot Mix Asphalt
Sample Taken Date: 01/13/2021
Date that the sample was received by the laboratory/organization performing the testing: 01/25/2021
The quantity of what the sample constitutes: 4 boxes
A brief description of the sample: 1/2" RHMA-G PG64-16RB (1.0% LAS)
From where was the sample collected: Manufacturer
Laboratory sample identification: 0124G-21
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: All American Corona

Material Information

HMA Grading: 1/2 inch
Lot number:
Sublot number:

Test Information

DIME Test ID: 2021-01-13-28-1
Test Method: AASHTO T308-10: Standard Method of Test for Determining the Asphalt Binder Content of Hot Mix Asphalt (HMA) by the Ignition Method (Asphalt Binder Content)
Verified Date: 02/12/2021
Date Tested: 01/26/2021
Submitted By Organization: CT - Southern Regional Laboratory
Organization Address: 13970 Victoria St,
Organization City: Fontana
Organization State: CA
Organization Zipcode: 92336
Organization Email:
Organization Phone: 213-792-4794
General Comments for this Test:
Additional Comments When Verified :

Submitted Test Results

Asphalt Binder Content 7.58 %
Correction Factor (Percent by mass of HMA Specimen) no data