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Testing Report for 2021-06-10-18-5

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

Project Information

Project ID: 215321 DEA: 060U1004 EFIS: 0615000211 QA Service Level: 1
DIST-CO-RTE-PM: 06-KER-43,119-0.1/9.3,18.2/19.7
Work Description: COLD IN PLACE RECYCLING AND RESURFACING EXISTING ROADWAY WITH RHMA.
Location Description: KERN COUNTY NEAR BAKERSFIELD ON ROUTE 43 FROM ROUTE 119 TO 0.1 MILE NORTH OF ROUTE 58-MCKITTRICK HIGHWAY AND ON ROUTE 119 FROM ROUTE 43 TO ROUTE 119/5 SEPARATION
Contractor Name: Unknown
Contractor Address: Unknown
Resident Engineer: Amarjit Dhaliwal Structure Rep.: Unknown

Sample Information

DIME Sample ID: 2021-06-10-18
TL Number from the TL Form: 751537
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: 06/10/2021
Date that the sample was received by the laboratory/organization performing the testing: 06/14/2021
The quantity of what the sample constitutes: 1 of 1 can
A brief description of the sample: PG64-16
From where was the sample collected: Source
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Granite Bakersfield

Material Information

Performance Grade: PG 64-16
Modified: No
Lot number:
Sublot number:
Tank number:
Time of sample:
HMA Supplier: Granite
Asphalt Binder Supplier: San Joaquin Refinery - Bakersfield CA
Multigrade: No
Multigrade Type:

Test Information

DIME Test ID: 2021-06-10-18-1
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: 06/17/2021
Date Tested: 06/15/2021
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

Minimum test bath temperature at 240 s -6.1 C
Maximum test bath temperature at 240 s -5.9 C
Time of test load application no data HH:MM:SS
File name of test data no data
Time beam in bath no data
Time test started no data HH:MM:SS
Flags issued by software during test no data
Correlation coefficient (R²) 0
Regression coefficient a no data
Regression coefficient b no data
Regression coefficient c no data
Load at time 0.0 0.0 mN
Deflection at time 0.0 s 0.000 µm
Load at time 0.5 s 0.0 mN
Deflection at time 0.5 s 0.000 µm
Load at 60.0 s 958.0 mN
Beam deflection 60.0 s 0.445 µm
Measured Stiffness Modulus 60.0 s 174.000 mPa
Estimated Stiffness Modulus 60.0 s 174.000 mPa
Difference between stiffness moduli 60.0 s no data
Estimated m-value 60.0 s 0.402