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Testing Report for 2021-07-29-30-10

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

Project Information

DEA: 073096U4
EFIS: 0719000091
Project ID: 214573
QA Service Level: 1
DIST-CO-RTE-PM: 07-LA-210-R0.0/R9.7
Work Description: PLACE CONCRETE PAVEMENT, BARRIER, HMA, DRAINAGE, AND ELECTRICAL.
Location Description: LOS ANGELES COUNTY IN LOS ANGELES FROM INTERSTATE 5 TO WHEATLAND AVENUE UNDERCROSSING
Contractor Name: Unknown
Contractor Address: Unknown
Resident Engineer: Ridwan Salman
Structure Rep.: Adriana Pimienta

Sample Information

DIME Sample ID: 2021-07-29-30
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: 7/29/2021
Date that the sample was received by the laboratory/organization performing the testing: 8/10/2021
The quantity of what the sample constitutes: 1 Quart Can
A brief description of the sample: Asphalt Binder
From where was the sample collected: Supplier
Laboratory sample identification: 0460-21
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Vulcan-Sun Valley

Material Information

Performance Grade: PG 64-16
Modified: No
Lot number:
Sublot number:
Tank number:
Time of sample:
HMA Supplier:
Asphalt Binder Supplier: Lunday Thagard Company-World Oil - South Gate CA
Multigrade: Yes
Multigrade Type: PG 64-16 / PG 64-10

Test Information

DIME Test ID: 2021-07-29-30-10
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: 9/4/2021
Verified Date: 9/9/2021
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: PAV residue
Phase Angle (δ) (for the 10 cycles): 41.8 degree
Dynamic Shear, G*/sin(δ): 3880.00 kPa
(G*) x sin(δ)=: no data