Print Report | Back to Test Summary

Testing Report for 2021-08-22-1-5

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

Project Information

DEA: 060U5204
EFIS: 0616000003
Project ID: 215410
QA Service Level: 1
DIST-CO-RTE-PM: 06-MAD-99-R14.0/R14.5,15.1/19.6
Work Description: HMA (TYPE A) AND RHMA (GAP GRADED) RESURFACING.
Location Description: MADERA COUNTY IN AND NEAR MADERA FROM 0.2 MILE SOUTH OF AVENUE 17 OVERCROSSING TO 0.3 MILE NORTH OF AVENUE 17 OVERCROSSING AND FROM 1.0 MILE NORTH OF AVENUE 17 OVERCROSSING TO 0.9 MILE NORTH OF AVENUE 20 OVERCROSSING
Contractor Name: Unknown
Contractor Address: Unknown
Resident Engineer: Justin Kimura
Structure Rep.: Unknown

Sample Information

DIME Sample ID: 2021-08-22-1
TL Number from the TL Form: 039816
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: 8/22/2021
Date that the sample was received by the laboratory/organization performing the testing: 8/27/2021
The quantity of what the sample constitutes: 1 CAN
A brief description of the sample: BINDER
From where was the sample collected: Source
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: San Joaquin Refinery

Material Information

Performance Grade: PG 70-10
Modified:
Lot number: 1
Sublot number: 1
Tank number:
Time of sample:
HMA Supplier: GRANITE CONSTRUCTION
Asphalt Binder Supplier: San Joaquin Refinery - Bakersfield CA
Multigrade: No
Multigrade Type:

Test Information

DIME Test ID: 2021-08-22-1-5
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: 9/8/2021
Verified Date: 9/9/2021
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

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: 242.000 mPa
Estimated Stiffness Modulus 60.0 s: 242.000 mPa
Difference between stiffness moduli 60.0 s: no data
Estimated m-value 60.0 s: 0.366