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Testing Report for 2021-07-16-45-9

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

Project Information

DEA: 081E0604
EFIS: 0813000140
Project ID: 215350
QA Service Level: 1
DIST-CO-RTE-PM: 08-SBD-18-97.0/99.5
Work Description: WIDEN ROADWAY WITH HMA, MINOR CONCRETE & MODIFY SIGNAL & LIGHTING.
Location Description: SAN BERNARDINO COUNTY IN VICTORVILLE FROM AMARGOSA ROAD TO COBALT ROAD
Contractor Name: Unknown
Contractor Address: Unknown
Resident Engineer: Larry Canuti
Structure Rep.: Unknown

Sample Information

DIME Sample ID: 2021-07-16-45
TL Number from the TL Form:
Sample Submitted By Organization: CT - Southern Regional Laboratory
Sample Organization Contact: 213-792-4794
Type of Sample: Verification
Type of Material: Asphalt Binder
Sample Taken Date: 7/16/2021
Date that the sample was received by the laboratory/organization performing the testing: 7/19/2021
The quantity of what the sample constitutes: 1 Quart Can
A brief description of the sample: Asphalt Binder
From where was the sample collected: Manufacturer
Laboratory sample identification: 0413A-21
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Blue Diamond-Victorville

Material Information

Performance Grade: PG 64-28 M
Modified: Yes
Lot number:
Sublot number:
Tank number:
Time of sample:
HMA Supplier:
Asphalt Binder Supplier: San Joaquin Refinery - Bakersfield CA
Multigrade: No
Multigrade Type:

Test Information

DIME Test ID: 2021-07-16-45-9
Test Method: AASHTO T315-12: Standard Method of Test for Determining the Rheological Properties of Asphalt Binder Using a Dynamic Shear Rheometer (DSR) (Dynamic Shear)
Date Tested: 7/20/2021
Verified Date: 8/11/2021
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

Phase: RTFO residue
Phase Angle (δ) (for the 10 cycles): 65.0 degree
Dynamic Shear, G*/sin(δ): 2.81 kPa
(G*) x sin(δ)=: no data