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Testing Report for 2021-07-08-42-5

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

Project Information

DEA: 024F6004
EFIS: 0213000012
Project ID: 214515
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: 2021-07-08-42
TL Number from the TL Form: c853174
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: 7/8/2021
Date that the sample was received by the laboratory/organization performing the testing: 7/30/2021
The quantity of what the sample constitutes: 2 of 2 cans
A brief description of the sample: TEST Asphalt Binder - JMF
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: Mercer Fraser - Willowcreek
Asphalt Binder Supplier: Valero Marketing & Supply - Benicia CA
Multigrade: No
Multigrade Type:

Test Information

DIME Test ID: 2021-07-08-42-5
Test Method: AASHTO T315-20: Standard Method of Test for Determining the Rheological Properties of Asphalt Binder Using a Dynamic Shear Rheometer (DSR) (Dynamic Shear)
Date Tested: 8/4/2021
Verified Date: 8/11/2021
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: Per 2018 Standard Specifications PAV
Test Result Compliance: complies
Additional Comments When Verified :

Submitted Test Results

Phase: PAV residue
Test Plate Diameter: 8 mm
Test Gap: 2 mm
Test Frequency: 10.0 rad/s
Strain Amplitude: 1.00 %
Stress Amplitude: 31.417 kPa
Phase Angle (δ) (for the 10 cycles): 41.7 degree
Complex Modulus (G*) (for the 10 measurements): 3142.062 kPa
Test Temperature: 22.0 C
(G*) x sin(δ)=: 2090 kPa