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Testing Report for 2021-02-16-23-3

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

Project Information

Project ID: 214515 DEA: 024F6004 EFIS: 0213000012 QA Service Level: 1
DIST-CO-RTE-PM: 02-SIS,TRI-36,96,299-VAR
Work Description: BRIDGE DECK REPAIR, POLYESTER OVERLAY AND RAIL REPLACEMENT.
Location Description: SISKIYOU AND TRINITY COUNTIES AT VARIOUS LOCATIONS
Contractor Name: Unknown
Contractor Address: Unknown
Resident Engineer: Sunil Repaka Structure Rep.: Robert Thompson

Sample Information

DIME Sample ID: 2021-02-16-23
TL Number from the TL Form: 815632
Sample Submitted By Organization: CT HQ - Sacramento Asphalt Binder Laboratory
Sample Organization Contact: (916) 227-7302
Type of Sample: Acceptance
Type of Material: Asphalt Binder
Sample Taken Date: 02/16/2021
Date that the sample was received by the laboratory/organization performing the testing: 03/02/2021
The quantity of what the sample constitutes: 2 of 2 cans
A brief description of the sample: TEST Asphalt Binder - JFM
From where was the sample collected: Source
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Valero - Benicia

Material Information

Performance Grade: PG 64-28 M
Modified: Yes
Lot number:
Sublot number:
Tank number:
Time of sample:
HMA Supplier:
Asphalt Binder Supplier:
Multigrade:
Multigrade Type:

Test Information

DIME Test ID: 2021-02-16-23-1
Test Method: AASHTO T240-17: Standard Method of Test for Effect of Heat and Air on a Moving Film of Asphalt Binder (Rolling Thin-Film Oven Test)
Verified Date: 03/12/2021
Date Tested: 03/04/2021
Submitted By Organization: CT HQ - Sacramento Asphalt Binder Laboratory
Organization Address: 5900 Folsom Blvd,
Organization City: Sacramento
Organization State: CA
Organization Zipcode: 95819
Organization Email: guadalupe.magana@dot.ca.gov
Organization Phone: (916) 227-7302
General Comments for this Test: as per 2018 standard specs
Test Result Compliance: complies
Additional Comments When Verified :

Submitted Test Results

Phase Original binder
Test Plate Diameter 25 mm
Test Gap 1 mm
Test Frequency 10.0 rad/s
Strain Amplitude 12.00 %
Stress Amplitude 0.477 kPa
Phase Angle (δ) (for the 10 cycles) 66.0 degree
Complex Modulus (G*) (for the 10 measurements) 3.975 kPa
Test Temperature 64.0 C
Dynamic Shear, G*/sin(δ) 4.35 kPa