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Testing Report for 2021-01-20-10-5

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

Project Information

Project ID: 214993 DEA: 051F5004 EFIS: 0514000003 QA Service Level: 1
DIST-CO-RTE-PM: 05-SB-101,135-70.6/71.2;0.1
Work Description: CONSTRUCT CONCRETE BRIDGE, BRIDGE REMOVAL, COLD PLANE, PLACE HMA.
Location Description: SANTA BARBARA COUNTY AT LOS ALAMOS ON ROUTE 101 FROM 0.3 MILE SOUTH TO 0.3 MILE NORTH OF ROUTE 101/135 SEPARATION AND ON ROUTE 135 AT ROUTE 101/135 SEPARATION
Contractor Name: Unknown
Contractor Address: Unknown
Resident Engineer: Lilian Bennetzen Structure Rep.: Harris, Kristi

Sample Information

DIME Sample ID: 2021-01-20-10
TL Number from the TL Form: 210120B
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: 01/20/2021
Date that the sample was received by the laboratory/organization performing the testing: 01/27/2021
The quantity of what the sample constitutes: 1 Can, JMF verification
A brief description of the sample: asphalt binder PG64-10
From where was the sample collected: Source
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Unknown

Material Information

Performance Grade: PG 64-10
Modified: No
Lot number:
Sublot number:
Tank number:
Time of sample:
HMA Supplier:
Asphalt Binder Supplier:
Multigrade:
Multigrade Type:

Test Information

DIME Test ID: 2021-01-20-10-1
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: 02/03/2021
Date Tested: 02/01/2021
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
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 33.253 kPa
Phase Angle (δ) (for the 10 cycles) 48.2 degree
Complex Modulus (G*) (for the 10 measurements) 3325.264 kPa
Test Temperature 31.0 C
(G*) x sin(δ)= 2479 kPa