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Testing Report for 2021-07-14-36-2

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

Project Information

DEA: 024C40V4
EFIS: 0218000125
Project ID: 213469
QA Service Level: 1
DIST-CO-RTE-PM: 02-SHA-5-R3.8/R11.7
Work Description: WIDEN TO 6 LANES, BRIDGE REPLACEMENT AND WIDENING AND ROADWAY REHAB
Location Description: SHASTA COUNTY IN AND NEAR ANDERSON FROM ROUTE 5/273 SEPARATION TO 0.4 MILE SOUTH OF CHURN CREEK ROAD OVERCROSSING
Contractor Name: Unknown
Contractor Address: Unknown
Resident Engineer: Henry Benner
Structure Rep.: Eric Chaffee

Sample Information

DIME Sample ID: 2021-07-14-36
TL Number from the TL Form: 875729
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: 7/14/2021
Date that the sample was received by the laboratory/organization performing the testing: 8/2/2021
The quantity of what the sample constitutes: 1 of 2 cans
A brief description of the sample: PG64-10
From where was the sample collected: Source
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: JF Shea - Fawndale

Material Information

Performance Grade: PG 64-10
Modified:
Lot number:
Sublot number:
Tank number:
Time of sample:
HMA Supplier:
Asphalt Binder Supplier: Valero Marketing & Supply - Benicia CA
Multigrade: No
Multigrade Type:

Test Information

DIME Test ID: 2021-07-14-36-2
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: 8/10/2021
Verified Date: 8/12/2021
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 OG
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: 0.164 kPa
Phase Angle (δ) (for the 10 cycles): 86.7 degree
Complex Modulus (G*) (for the 10 measurements): 1.363 kPa
Test Temperature (Specimen 1): 64.0 C
Dynamic Shear, G*/sin(δ): 1.37 kPa