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Testing Report for 2021-05-06-18-4

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

Project Information

Project ID: 213596 DEA: 051C8904 EFIS: 0513000009 QA Service Level: 1
DIST-CO-RTE-PM: 05-MON-101-87.3/R91.5
Work Description: PRECAST CONC PVMT, CRACK AND SEAT PAVEMENT AND RECONSTRUCT RAMPS.
Location Description: MONTEREY COUNTY IN SALINAS FROM EAST MARKET STREET UNDERCROSSING TO 0.3 MILE SOUTH OF ESPINOSA ROAD
Contractor Name: Unknown
Contractor Address: Unknown
Resident Engineer: Tyler Lavering Structure Rep.: Juan Moreno

Sample Information

DIME Sample ID: 2021-05-06-18
TL Number from the TL Form: c683215
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: 05/06/2021
Date that the sample was received by the laboratory/organization performing the testing: 05/18/2021
The quantity of what the sample constitutes: 1 of 1 can
A brief description of the sample: PG64-10
From where was the sample collected: Manufacturer
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: San Joaquin Refinery

Material Information

Performance Grade: PG 64-10
Modified: No
Lot number:
Sublot number: 27
Tank number:
Time of sample:
HMA Supplier: Graniterock Aromas
Asphalt Binder Supplier: San Joaquin Refinery - Bakersfield CA
Multigrade: No
Multigrade Type:

Test Information

DIME Test ID: 2021-05-06-18-1
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: 06/07/2021
Date Tested: 05/27/2021
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: as per 2018 standard specs
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 27.414 kPa
Phase Angle (δ) (for the 10 cycles) 64.0 degree
Complex Modulus (G*) (for the 10 measurements) 2740.999 kPa
Test Temperature 31.0 C
(G*) x sin(δ)= 2464 kPa