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Testing Report for 2021-03-11-9-4

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

Project Information

DEA: 103A7204
EFIS: 1013000259
Project ID: 214395
QA Service Level: 1
DIST-CO-RTE-PM: 10-MER-99-20.1/24.3
Work Description: PLACE CRCP AND HMA.
Location Description: MERCED COUNTY IN AND NEAR ATWATER FROM 0.4 MILE SOUTH OF BUHACH OVERCROSSING TO 0.8 MILE NORTH OF WEST ATWATER OVERHEAD
Contractor Name: Unknown
Contractor Address: Unknown
Resident Engineer: Muhammad Rahman
Structure Rep.: Karen Sampson

Sample Information

DIME Sample ID: 2021-03-11-9
TL Number from the TL Form: c034080
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: 3/11/2021
Date that the sample was received by the laboratory/organization performing the testing: 4/2/2021
The quantity of what the sample constitutes: 1 out of 2
A brief description of the sample: Asphalt Binder
From where was the sample collected: Supplier
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Santa fe, Winton hma

Material Information

Performance Grade: PG 70-10
Modified: No
Lot number:
Sublot number:
Tank number:
Time of sample:
HMA Supplier:
Asphalt Binder Supplier: Marathon Petroleum Co. LP - Elk Grove CA
Multigrade:
Multigrade Type:

Test Information

DIME Test ID: 2021-03-11-9-4
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: 4/6/2021
Verified Date: 4/6/2021
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: PAV residue
Test Plate Diameter: 8 mm
Test Gap: 2 mm
Test Frequency: 10.0 rad/s
Strain Amplitude: 1.00 %
Stress Amplitude: 24.188 kPa
Phase Angle (δ) (for the 10 cycles): 53.1 degree
Complex Modulus (G*) (for the 10 measurements): 2418.512 kPa
Test Temperature: 34.0 C
(G*) x sin(δ)=: 1934 kPa