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Testing Report for 2021-09-01-41-9

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

Project Information

DEA: 074W9304
EFIS: 0720000195
Project ID: 215756
QA Service Level: 1
DIST-CO-RTE-PM: 07-LA-105-R0.0/R12.9
Work Description: APPLY SLURRY SEAL TO ROADWAY.
Location Description: LOS ANGELES COUNTY IN EL SEGUNDO AND LYNWOOD FROM CALIFORNIA STREET TO ATLANTIC AVENUE UNDERCROSSING
Contractor Name: Unknown
Contractor Address: Unknown
Resident Engineer: Jose Ferrer
Structure Rep.: Unknown

Sample Information

DIME Sample ID: 2021-09-01-41
TL Number from the TL Form: C923896
Sample Submitted By Organization: CT - Southern Regional Laboratory
Sample Organization Contact: 213-792-4794
Type of Sample: Acceptance
Type of Material: Asphalt Binder
Sample Taken Date: 9/1/2021
Date that the sample was received by the laboratory/organization performing the testing: 9/7/2021
The quantity of what the sample constitutes: 1 Quart Can
A brief description of the sample: PG Asphalt Binder
From where was the sample collected: Supplier
Laboratory sample identification: C923896
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Vulcan Irwindale

Material Information

Performance Grade: PG 64-16
Modified: No
Lot number:
Sublot number:
Tank number:
Time of sample:
HMA Supplier:
Asphalt Binder Supplier: Valero Marketing & Supply - Benicia CA
Multigrade: No
Multigrade Type:

Test Information

DIME Test ID: 2021-09-01-41-9
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: 9/29/2021
Verified Date: 10/3/2021
Submitted By Organization: CT - Southern Regional Laboratory
Organization Address: 13970 Victoria St,
Organization City: Fontana
Organization State: CA
Organization Zipcode: 92336
Organization Email: jose.guzman@dot.ca.gov
Organization Phone: 213-792-4794
General Comments for this Test:
Test Result Compliance: complies
Additional Comments When Verified :

Submitted Test Results

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: 89.100 mPa
Estimated Stiffness Modulus 60.0 s: no data
Difference between stiffness moduli 60.0 s: no data
Estimated m-value 60.0 s: 0.337