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Testing Report for 2020-01-01-5-2

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

Project Information

DEA: 051G5704
EFIS: 0515000049
Project ID: 213943
QA Service Level: 1
DIST-CO-RTE-PM: 05-SLO-58-0.7/1.9
Work Description: COLD PLANE AC, PLACE RHMA-G AND RECONSTRUCT CURB RAMPS.
Location Description: SAN LUIS OBISPO COUNTY AT SANTA MARGARITA FROM 0.7 MILE EAST OF ROUTE 101/58 SEPARATION TO J STREET
Contractor Name: Unknown
Contractor Address: Unknown
Resident Engineer: Hassan Iman
Structure Rep.: Unknown

Sample Information

DIME Sample ID: 2020-01-01-5
TL Number from the TL Form:
Sample Submitted By Organization: CT D05 - Field Laboratory
Sample Organization Contact: (559) 230-3109
Type of Sample: Quality Control
Type of Material: Asphalt Binder
Sample Taken Date: 1/1/2020
Date that the sample was received by the laboratory/organization performing the testing:
The quantity of what the sample constitutes: 0
A brief description of the sample: Binder
From where was the sample collected: Other
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: World Oil

Material Information

Performance Grade: 64-16
Modified:
Lot number:
Sublot number:
Tank number:
Time of sample:
HMA Supplier:
Asphalt Binder Supplier:
Multigrade:
Multigrade Type:

Test Information

DIME Test ID: 2020-01-01-5-2
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: 1/1/2020
Verified Date: 1/17/2020
Submitted By Organization: CT D05 - Field Laboratory
Organization Address: 50 Higuera St,
Organization City: San Luis Obispo
Organization State: CA
Organization Zipcode: 93401
Organization Email: doug.lambert@dot.ca.gov
Organization Phone: (559) 230-3109
General Comments for this Test:
Test Result Compliance:
Additional Comments When Verified :

Submitted Test Results

Phase: RTFO residue
Phase Angle (δ) (for the 10 cycles): 10.1 degree
Dynamic Shear, G*/sin(δ): 0.00 kPa
(G*) x sin(δ)=: no data