Summary for Test 2024-06-10-94-5
Test performed: AASHTO T313-22Project Information
Project Identifiers | Project ID: 214627 DEA: 05344904 EFIS: 0500000505 |
---|---|
DIST-CO-RTE-PM | 05-SBT-156-3/R8.2 |
Award Date | 05/19/2022 |
Closeout Date | Not set |
Work Description | SAN BENITO ROUTE 156 IMPROVEMENT PROJECT SAN BENITO RTE 156 IMPROVEMENT PROJECT; INCLUDES NEW BRIDGE AND WIDENING OF EXISTING BRIDGE. |
Location Description | SAN BENITO COUNTY IN AND NEAR SAN JUAN BAUTISTA FROM THE ALAMEDA TO 0.2 MILE EAST OF FOURTH STREET/BUSINESS ROUTE 156 |
QA Service Level | 1 (Verified on 01/14/2020) |
Sample Information
Sample Taken Date | 06/10/2024 | Sample Unique Key | 94 |
---|---|---|---|
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 | 06/21/2024 |
Sample type | Verification | A brief description of the sample | PG 64-10 |
The quantity of what the sample constitutes | 1 Can | From where was the sample collected | Job Site |
First name of sampler or witnessed by | A | Last name of sampler or witnessed by | Romiza |
Title of sampler | Telephone number of sampler | ||
Laboratory sample identification | Linked DIME Sample ID | ||
The fabricator/manufacturer/facility name | Pacific Northwest Oil | Transportation Laboratory (TL) Number | C683224 |
Inspector Lot Number from the Transportation Laboratory (TL) Form | Structure unique identifier | ||
Structure name |
Material Information
Material Type | Asphalt Binder | Performance Grade | PG 64-10 |
---|---|---|---|
Modified | No | Lot number | 2 |
Sublot number | 10 | Tank number | |
Time of sample | HMA Supplier | ||
Certified Asphalt Supplier | Valero Marketing & Supply - Benicia CA | Multigrade | No |
Multigrade Type | Asphalt Binder Mix Number |
Test Details
DIME Sample ID: 2024-06-10-94
DIME Test ID: 2024-06-10-94-5
Testing Lab: CT HQ - Sacramento Asphalt Binder Laboratory
Test Method: AASHTO T313-22: Standard Method of Test for Determining the Flexural Creep Stiffness of Asphalt Binder Using the Bending Beam Rheometer (BBR)
Test Release Date: 2024-06-26
Test Results
Input Type: Measured
Tester's full name: Hamidullah Barati
Date of test: 06/25/2024
Minimum test bath temperature at 240 s: 0.0 C
Maximum test bath temperature at 240 s: 0.1 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: 39.500 mPa
Estimated Stiffness Modulus 60.0 s: 39.400 mPa
Difference between stiffness moduli 60.0 s: no data
Estimated m-value 60.0 s: 0.515
General comments (publicly viewable) (Max 1000 characters): BBR
Test was verified on 6/26/2024 ✔