Print Report | Back to Test Summary

Testing Report for 2021-04-13-16-1

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

Project Information

DEA: 080K1234
EFIS: 0815000242
Project ID: 214885
QA Service Level: 1
DIST-CO-RTE-PM: 08-SBD-15-64.6/75.3
Work Description: COLD PLANE ASPHALT CONCRETE PAVEMENT AND PLACE RHMA-G.
Location Description: SAN BERNARDINO COUNTY FROM 1.2 MILES SOUTH OF SIDEWINDER ROAD OVERCROSSING TO MOJAVE RIVER BRIDGE
Contractor Name: Unknown
Contractor Address: Unknown
Resident Engineer: Taghreed Al-Khateeb
Structure Rep.: Unknown

Sample Information

DIME Sample ID: 2021-04-13-16
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: 4/13/2021
Date that the sample was received by the laboratory/organization performing the testing: 4/15/2021
The quantity of what the sample constitutes: 2 boxes 201.19 tons out
A brief description of the sample: 3/4" RHMA-G PG 64-16RB (1.0% LSM)
From where was the sample collected: Manufacturer
Laboratory sample identification: 0221-21
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Blue Diamond Materials-Victorville

Material Information

HMA Type: RHMA-G
HMA Grading: 3/4 inch
Lot number:
Sublot number:

Test Information

DIME Test ID: 2021-04-13-16-1
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)
Date Tested: 4/17/2021
Verified Date: 4/21/2021
Submitted By Organization: CT - Southern Regional Laboratory
Organization Address: 13970 Victoria St,
Organization City: Fontana
Organization State: CA
Organization Zipcode: 92336
Organization Email: jose.guzman@dot.ca.gov
Organization Phone: 213-792-4794
General Comments for this Test:
Test Result Compliance: complies
Additional Comments When Verified :

Submitted Test Results

Asphalt Binder Content: 7.97 %
Correction Factor (Percent by mass of HMA Specimen): no data