Summary for Test 2023-11-01-71-4
Test performed: AASHTO T313-19Project Information
| Project Identifiers | Project ID: 993118 DEA: 101C3304 EFIS: 1014000146 |
|---|---|
| DIST-CO-RTE-PM | 10-SJ-205-R4.6/R9.0 |
| Award Date | 04/05/2022 |
| Closeout Date | Not set |
| Work Description | Widening bridges, ramps and roadway. SR205 SMART CORRIDOR - PHASE 2 |
| Location Description | On state highway in San Joaquin County in and near Tracy from Janney Overhead to 1.3 miles east of MacArthur Drive Overcrossing. |
| QA Service Level | 1 (Verified on 07/06/2022) |
Sample Information
| Sample Taken Date | 11/01/2023 | Sample Unique Key | 71 |
|---|---|---|---|
| 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 | 11/13/2023 |
| Sample type | Quality Control | A brief description of the sample | PG 70-10 |
| The quantity of what the sample constitutes | 2 of 2, | From where was the sample collected | Job Site |
| First name of sampler or witnessed by | TIFULKERSON | Last name of sampler or witnessed by | T |
| Title of sampler | TECH | Telephone number of sampler | |
| Laboratory sample identification | Linked DIME Sample ID | ||
| The fabricator/manufacturer/facility name | Albina | Transportation Laboratory (TL) Number | 035606 |
| 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 | 4 |
| Sublot number | 5 | Tank number | |
| Time of sample | HMA Supplier | ||
| Certified Asphalt Supplier | Albina Asphalt - Chowchilla CA | Multigrade | No |
| Multigrade Type | Asphalt Binder Mix Number |
Test Details
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DIME Sample ID: 2023-11-01-71
DIME Test ID: 2023-11-01-71-4
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: 2023-11-28
Test Results
Input Type: Measured
Tester's full name: Humberto Ramirez
Date of test: 11/29/2023
Minimum test bath temperature at 240 s: -0.1 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: 0.0 mN
Beam deflection 60.0 s: 0.000 µm
Measured Stiffness Modulus 60.0 s: 65.400 mPa
Estimated Stiffness Modulus 60.0 s: 65.100 mPa
Difference between stiffness moduli 60.0 s: no data
Estimated m-value 60.0 s: 0.372
General comments (publicly viewable) (Max 1000 characters): BBR
Test was verified on 11/30/2023 ✔