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Sample Record for 2020-07-21-25

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

Project Information

Project ID: 214628 DEA: 031G6604 EFIS: 0319000116 QA Service Level: 1
DIST-CO-RTE-PM: 03-BUT-162-12.6/15.6
Work Description: COLD IN-PLACE RECYCLING, RHMA-G OVERLAY, AND COLD PLANE AC PAVEMENT.
Location Description: BUTTE COUNTY IN AND NEAR OROVILLE FROM 0.8 MILE EAST OF WILBUR ROAD TO FEATHER RIVER BRIDGE
Contractor Name: LAMON CONSTRUCTION
Contractor Address: 871 Von Geldern Way, Yuba City, California 95991
Resident Engineer: Ryan Johnson Structure Rep.: Unknown

Sample Information

DIME Sample ID: 2020-07-21-25
TL Number from the TL Form: 723265
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: 07/21/2020
Date that the sample was received by the laboratory/organization performing the testing: 07/28/2020
The quantity of what the sample constitutes: 2 cans, #12 TEST (723265)
A brief description of the sample: Asphalt Binder
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:

Test Results

Test Information 6 of 7

DIME Test ID: 2020-07-21-25-6
Test Method: AASHTO T313-19: Standard Method of Test for Determining the Flexural Creep Stiffness of Asphalt Binder Using the Bending Beam Rheometer (BBR)
Verified Date: 09/09/2020
Date Tested: 08/31/2020
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:
Additional Comments When Verified:
Minimum test bath temperature at 240 s no data
Maximum test bath temperature at 240 s no data
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 0.0 mN
Beam deflection 60.0 s 0.000 µm
Measured Stiffness Modulus 60.0 s 33.500 mPa
Estimated Stiffness Modulus 60.0 s no data
Difference between stiffness moduli 60.0 s no data
Estimated m-value 60.0 s 0.449

Tests Assigned to this Sample

DIME Test IDTest MethodAssigned DateTest DateAssigned ByAssigned LabTest CommentsAssigned To
No tests have been assigned to this sample.