Summary for Test 2022-02-14-29-4
Test performed: AASHTO T313-19Project Information
Project Identifiers | Project ID: 215348 DEA: 060U4204 EFIS: 0616000004 |
---|---|
DIST-CO-RTE-PM | 06-FRE-99-R4.9/11.6 |
Award Date | 02/25/2021 |
Closeout Date | Not set |
Work Description | CONSTRUCT CRCP, PLACE HMA, AND ROADWAY EXCAVATION. |
Location Description | FRESNO COUNTY IN AND NEAR SELMA AND FOWLER FROM MCCALL AVENUE UNDERCROSSING TO 0.5 MILE NORTH OF MERCED STREET UNDERCROSSING |
QA Service Level | 1 (Verified on 12/07/2020) |
Sample Information
Sample Taken Date | 02/14/2022 | Sample Unique Key | 29 |
---|---|---|---|
Will the laboratory/organization for which you are a member perform testing on this material sample? | Yes | Date that the sample was received by the laboratory/organization performing the testing | 02/23/2022 |
Sample type | Department Acceptance | A brief description of the sample | Asphalt Binder Sample |
The quantity of what the sample constitutes | 1 of 1 | From where was the sample collected | Supplier |
First name of sampler or witnessed by | San Joaquin | Last name of sampler or witnessed by | T.Silva |
Title of sampler | Telephone number of sampler | ||
Laboratory sample identification | Linked DIME Sample ID | ||
The fabricator/manufacturer/facility name | San Joaquin Refinery | Transportation Laboratory (TL) Number | 040335 |
Inspector Lot Number from the Transportation Laboratory (TL) Form | Structure unique identifier | ||
Structure name |
Material Information
Material Type | Asphalt Binder | Performance Grade | PG 70-10 |
---|---|---|---|
Modified | No | Lot number | 6 |
Sublot number | Tank number | ||
Time of sample | HMA Supplier | ||
Certified Asphalt Supplier | San Joaquin Refinery - Bakersfield CA | Multigrade | No |
Multigrade Type | Asphalt Binder Mix Number | Not set |
Test Details
DIME Sample ID: 2022-02-14-29
DIME Test ID: 2022-02-14-29-4
Testing Lab: CT HQ - Sacramento Asphalt Binder Laboratory
Test Method: AASHTO T313-19: Standard Method of Test for Determining the Flexural Creep Stiffness of Asphalt Binder Using the Bending Beam Rheometer (BBR)
Test Release Date: 2022-03-01
Test Results
Input Type: Measured
Tester's full name: Juan Gomez
Date of test: 03/01/2022
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): 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: 996.0 mN
Beam deflection 60.0 s: 0.000 µm
Measured Stiffness Modulus 60.0 s: 276.000 mPa
Estimated Stiffness Modulus 60.0 s: 276.000 mPa
Difference between stiffness moduli 60.0 s: no data
Estimated m-value 60.0 s: 0.356
General comments (publicly viewable) (Max 1000 characters): Per 2018 Standard Specifications
Test was verified on 3/1/2022 ✔