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Testing Report for 2021-04-11-1-6

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

Project Information

DEA: 030F2504
EFIS: 0300000075
Project ID: 213406
QA Service Level: 1
DIST-CO-RTE-PM: 03-YOL,SAC-80-R11.1/R11.7,M0.0/M0.5
Work Description: SAC RIVER BOH (BRYTE BEND)
Location Description: SACRAMENTO AND YOLO COUNTIES IN WEST SACRAMENTO AND SACRAMENTO FROM 0.1 MILE WEST OF REED AVENUE UNDERCROSSING TO 0.1 MILE EAST OF SACRAMENTO RIVER BRIDGE AND OVERHEAD
Contractor Name: Unknown
Contractor Address: Unknown
Resident Engineer: Ephrem Teweldeberhan
Structure Rep.: Brent Bullard

Sample Information

DIME Sample ID: 2021-04-11-1
TL Number from the TL Form: c783777
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: 4/11/2021
Date that the sample was received by the laboratory/organization performing the testing: 4/12/2021
The quantity of what the sample constitutes: 1 of 1 can
A brief description of the sample: Asphalt Binder
From where was the sample collected: Other
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Western

Material Information

Performance Grade: PG 64-16
Modified: No
Lot number:
Sublot number:
Tank number:
Time of sample:
HMA Supplier: Teichert Perkins 1111
Asphalt Binder Supplier: Marathon Petroleum Co. LP - Elk Grove CA
Multigrade:
Multigrade Type:

Test Information

DIME Test ID: 2021-04-11-1-6
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: 4/14/2021
Verified Date: 4/16/2021
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: PAV 2ND PER 2018 STD SPECS
Test Result Compliance: not applicable
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: 117.215 kPa
Phase Angle (δ) (for the 10 cycles): 43.9 degree
Complex Modulus (G*) (for the 10 measurements): 11717.675 kPa
Test Temperature (Specimen 1): 28.0 C
(G*) x sin(δ)=: 8125 kPa