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Testing Report for 2021-08-09-19-7

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

Project Information

DEA: 07302504
EFIS: 0713000479
Project ID: 214523
QA Service Level: 1
DIST-CO-RTE-PM: 07-VEN-23-R3.3/R11.5
Work Description: PLACE HMA AND JPCP AND INDIVIDUAL SLAB REPLACEMENT.
Location Description: VENTURA COUNTY FROM ROUTE 101/23 SEPARATION TO NEW LOS ANGELES AVENUE UNDERCROSSING
Contractor Name: Unknown
Contractor Address: Unknown
Resident Engineer: Alan Davis
Structure Rep.: Aziz Maghsoudloo

Sample Information

DIME Sample ID: 2021-08-09-19
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: 8/9/2021
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: PG Asphalt Binder
From where was the sample collected: Supplier
Laboratory sample identification:
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: Marathon Petroleum Co. LP - Bakersfield CA
Multigrade: No
Multigrade Type:

Test Information

DIME Test ID: 2021-08-09-19-7
Test Method: AASHTO T315-16: 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: 9/8/2021
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
Test Plate Diameter: 8 mm
Phase Angle (δ) (for the 10 cycles): 40.2 degree
(G*) x sin(δ)=: 4170 kPa