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Testing Report for 2020-07-30-28-4

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

Project Information

DEA: 021H3204
EFIS: 0215000126
Project ID: 214250
QA Service Level: 1
DIST-CO-RTE-PM: 02-TEH-99-12.0/12.6
Work Description: CONSTRUCT CURB RAMPS AND SIDEWALKS.
Location Description: TEHAMA COUNTY AT LOS MOLINOS FROM JOSEPHINE STREET TO LOS MOLINOS CREEK BRIDGE
Contractor Name: Unknown
Contractor Address: Unknown
Resident Engineer: Tofael Anwar
Structure Rep.: Unknown

Sample Information

DIME Sample ID: 2020-07-30-28
TL Number from the TL Form: unknown
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: 7/30/2020
Date that the sample was received by the laboratory/organization performing the testing: 8/17/2020
The quantity of what the sample constitutes: 1 Can #5 Test , #4(unknown) No Test
A brief description of the sample: Asphalt Binder PG 58-34M
From where was the sample collected: Source
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Valero - Benicia

Material Information

Performance Grade: PG 58-34 M
Modified: Yes
Lot number:
Sublot number:
Tank number:
Time of sample:
HMA Supplier:
Asphalt Binder Supplier:
Multigrade:
Multigrade Type:

Test Information

DIME Test ID: 2020-07-30-28-4
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: 9/10/2020
Verified Date: 9/23/2020
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: At 64 C Phase angle =58.4 dynamic shear = 5.27
Test Result Compliance:
Additional Comments When Verified :

Submitted Test Results

Phase: RTFO residue
Test Plate Diameter: 25 mm
Phase Angle (δ) (for the 10 cycles): 57.0 degree
Dynamic Shear, G*/sin(δ): 9.71 kPa