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Testing Report for 2021-05-06-17-3

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

Project Information

Project ID: 214874 DEA: 022H0504 EFIS: 0216000093 QA Service Level: 1
DIST-CO-RTE-PM: 02-TRI-36-R34.8/R35.4
Work Description: REALIGN ROADWAY, DRAINAGE, GUARDRAIL, AND EROSION CONTROL.
Location Description: TRINITY COUNTY ABOUT 15 MILES WEST OF PLATINA FROM 3.6 MILES TO 2.9 MILES WEST OF HAYFORK CREEK BRIDGE.
Contractor Name: Unknown
Contractor Address: Unknown
Resident Engineer: Joel Gasik Structure Rep.: Unknown

Sample Information

DIME Sample ID: 2021-05-06-17
TL Number from the TL Form: c768290 marked on can
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: 05/06/2021
Date that the sample was received by the laboratory/organization performing the testing: 05/20/2021
The quantity of what the sample constitutes: 1 of 1 can
A brief description of the sample: PG64-28M
From where was the sample collected: Manufacturer
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Knife River - Orland

Material Information

Performance Grade: PG 64-28 M
Modified: Yes
Lot number: 1
Sublot number: 1
Tank number:
Time of sample:
HMA Supplier: Knife River - Orland
Asphalt Binder Supplier: Marathon Petroleum Co. LP - Elk Grove CA
Multigrade: No
Multigrade Type:

Test Information

DIME Test ID: 2021-05-06-17-1
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: 05/28/2021
Date Tested: 05/25/2021
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
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 0.135 kPa
Phase Angle (δ) (for the 10 cycles) 70.8 degree
Complex Modulus (G*) (for the 10 measurements) 1.121 kPa
Test Temperature 64.0 C
Dynamic Shear, G*/sin(δ) 1.19 kPa