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Testing Report for 2021-03-25-13-5

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

Project Information

DEA: 060X0404
EFIS: 0618000013
Project ID: 215147
QA Service Level: 1
DIST-CO-RTE-PM: 06-TUL-65,190-0.0/R15.1,8.0/26.5
Work Description: INSTALL RUMBLE STRIPS.
Location Description: TULARE COUNTY NEAR PORTERVILLE ON ROUTE 65 FROM KERN COUNTY LINE TO 0.5 MILE SOUTH OF AVENUE 124 AND ON ROUTE 190 FROM ROAD 180 TO PLEASANT OAK DRIVE
Contractor Name: Unknown
Contractor Address: Unknown
Resident Engineer: Jake Garcia
Structure Rep.: Unknown

Sample Information

DIME Sample ID: 2021-03-25-13
TL Number from the TL Form: C056403
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: 3/25/2021
Date that the sample was received by the laboratory/organization performing the testing: 4/5/2021
The quantity of what the sample constitutes: 1 of 1
A brief description of the sample: Asphalt Binder
From where was the sample collected: Other
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Porterville Asphalt

Material Information

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

Test Information

DIME Test ID: 2021-03-25-13-5
Test Method: AASHTO T313-19: Standard Method of Test for Determining the Flexural Creep Stiffness of Asphalt Binder Using the Bending Beam Rheometer (BBR)
Date Tested: 4/7/2021
Verified Date: 4/8/2021
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 specs
Test Result Compliance: complies
Additional Comments When Verified :

Submitted Test Results

Minimum test bath temperature at 240 s: 0.0 C
Maximum test bath temperature at 240 s: 0.0 C
Time of test load application: no data
File name of test data: no data
Time beam in bath: no data
Time test started: no data
Flags issued by software during test: no data
Correlation coefficient (R²): no data
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: 0.0 mN
Beam deflection 60.0 s: 0.000 µm
Measured Stiffness Modulus 60.0 s: 122.000 mPa
Estimated Stiffness Modulus 60.0 s: 122.000 mPa
Difference between stiffness moduli 60.0 s: no data
Estimated m-value 60.0 s: 0.479