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Sample Record for 2022-09-21-64

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Project Information

Project ID: 993493 DEA: 100Q1224 EFIS: 1014000168 QA Service Level: 1
DIST-CO-RTE-PM: 10-MER-99-28.2/R37.3
Work Description: WIDEN CONCRETE PAVEMENT LANES AND BRIDGES.
Location Description: MERCED COUNTY IN AND NEAR LIVINGSTON FROM 0.8 MILE SOUTH OF HAMMATT AVENUE OVERCROSSING TO STANISLAUS COUNTY LINE
Contractor Name: SECURITY PAVING COMPANY, INC. - Bassel Jamaleddine
Contractor Address: 3075 Townsgate Rd. Suite 200, Westlake Village CA 91361
Resident Engineer: Tofael Anwar Structure Rep.: Karen Sampson

Sample Information

DIME Sample ID: 2022-09-21-64
TL Number from the TL Form: 033817
Sample Submitted By Organization: CT HQ - Sacramento Asphalt Binder Laboratory
Sample Organization Contact: (916) 227-7302
Type of Sample: Quality Assurance
Type of Material: Asphalt Binder
Sample Taken Date: 09/21/2022
Date that the sample was received by the laboratory/organization performing the testing: 10/28/2022
The quantity of what the sample constitutes: 1
A brief description of the sample: 2 cans
From where was the sample collected: Source
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Teichart hot 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: AASHTO Resource - Frederick MD
Multigrade: No
Multigrade Type:
Asphalt Binder Mix Number:

Test Results

Test 1 of 1

DIME Test ID: 2022-09-21-64-1
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: 11/07/2022
Date Tested: 11/04/2022
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: guadalupe.magana@dot.ca.gov
Organization Phone: (916) 227-7302
General Comments for this Test: OG
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 0.142 kPa
Phase Angle (δ) (for the 10 cycles) 80.9 degree
Complex Modulus (G*) (for the 10 measurements) 1.181 kPa
Test Temperature (Specimen 1) 64.0 C
Dynamic Shear, G*/sin(δ) 1.20 kPa