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Sample Record for 2023-04-07-24

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

Project Information

Project ID: 994509 DEA: 101R4004 EFIS: 1023000140 QA Service Level: 1
DIST-CO-RTE-PM: 10-MER,MER/MER-5,59,152-22.6/32.5
Work Description:
Location Description:
Contractor Name: George Reed
Contractor Address: P.O. Box 4760, Modesto, CA 95352
Resident Engineer: Tofael Anwar Structure Rep.: Unknown

Sample Information

DIME Sample ID: 2023-04-07-24
TL Number from the TL Form: C644736
Sample Submitted By Organization: CT HQ - Sacramento Asphalt Binder Laboratory
Sample Organization Contact: (916) 227-7302
Type of Sample: Department Acceptance
Type of Material: Asphalt Binder
Sample Taken Date: 04/07/2023
Date that the sample was received by the laboratory/organization performing the testing: 04/19/2023
The quantity of what the sample constitutes: 1 can of binder
A brief description of the sample: Asphalt binder
From where was the sample collected: Manufacturer
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: George Reed Munn & Perkins Plant

Material Information

Performance Grade: PG 64-28 M
Modified: Yes
Lot number:
Sublot number:
Tank number:
Time of sample:
HMA Supplier:
Certified Asphalt Supplier: Albina Asphalt - Chowchilla CA
Multigrade: No
Multigrade Type:
Asphalt Binder Mix Number:

Test Results

Test 1 of 1

DIME Test ID: 2023-04-07-24-1
Test Method: AASHTO T315-22: Standard Method of Test for Determining the Rheological Properties of Asphalt Binder Using a Dynamic Shear Rheometer (DSR) (Dynamic Shear)
Verified Date: 04/26/2023
Date Tested: 04/26/2023
Submitted By Organization: CT HQ - Sacramento Asphalt Binder Laboratory
Organization Address: 5900 Folsom Boulevard, Room 225,
Organization City: Sacramento
Organization State: CA
Organization Zipcode: 95819
Organization Email:
Organization Phone: (916) 227-7302
General Comments for this Test: original
Test Result Compliance: complies
Additional Comments When Verified:
Phase Original binder
Test Gap 1 mm
Test Frequency 10.0 rad/s
Strain Amplitude 12.00 %
Stress Amplitude 0.318 kPa
Phase Angle (δ) (for the 10 cycles) 66.1 degree
Complex Modulus (G*) (for the 10 measurements) 2.651 kPa
Test Temperature (Specimen 1) 64.0 C
Dynamic Shear, G*/sin(δ) 2.90 kPa