Summary for Test 2022-05-23-34-5
Test performed: AASHTO T313-19Project Information
Project Identifiers | Project ID: 214700 DEA: 030F2804 EFIS: 0312000069 |
---|---|
DIST-CO-RTE-PM | 03-SAC-99-7.1/9.4 |
Award Date | 01/21/2021 |
Closeout Date | 08/21/2023 |
Work Description | Dillard Overcrossing and McConnel Overhead |
Location Description | Hwy 99, Elk Grove, CA |
QA Service Level | 1 (Verified on 04/20/2020) |
Sample Information
Sample Taken Date | 05/23/2022 | Sample Unique Key | 34 |
---|---|---|---|
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 | 05/31/2022 |
Sample type | Preliminary | A brief description of the sample | Virgen BINDER - RHMA-G/Plastic |
The quantity of what the sample constitutes | 1 CAN | From where was the sample collected | Source |
First name of sampler or witnessed by | Gerardo | Last name of sampler or witnessed by | Gerardo |
Title of sampler | Quality Control Manager | Telephone number of sampler | |
Laboratory sample identification | Linked DIME Sample ID | ||
The fabricator/manufacturer/facility name | VALERO | Transportation Laboratory (TL) Number | |
Inspector Lot Number from the Transportation Laboratory (TL) Form | Structure unique identifier | ||
Structure name |
Material Information
Material Type | Asphalt Binder | Performance Grade | PG 58-22 |
---|---|---|---|
Modified | Lot number | ||
Sublot number | Tank number | ||
Time of sample | HMA Supplier | Granite Construction Company - Bradshaw | |
Certified Asphalt Supplier | Valero Marketing & Supply - Wilmington CA | Multigrade | No |
Multigrade Type | Asphalt Binder Mix Number | Not set |
Test Details
DIME Sample ID: 2022-05-23-34
DIME Test ID: 2022-05-23-34-5
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: 2022-06-21
Test Results
Input Type: Measured
Tester's full name: Erika Gonzalez
Date of test: 06/21/2022
Minimum test bath temperature at 240 s: -12.0 C
Maximum test bath temperature at 240 s: -11.9 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: 0.0 mN
Beam deflection 60.0 s: 0.000 µm
Measured Stiffness Modulus 60.0 s: 121.000 mPa
Estimated Stiffness Modulus 60.0 s: 121.000 mPa
Difference between stiffness moduli 60.0 s: no data
Estimated m-value 60.0 s: 0.377
General comments (publicly viewable) (Max 1000 characters): BBR
Test was verified on 6/21/2022 ✔