Summary for Test 2025-04-22-97-4
Test performed: AASHTO T313-22Project Information
| Project Identifiers | Project ID: 995239 DEA: 060W9104 EFIS: 0618000011 |
|---|---|
| DIST-CO-RTE-PM | 06-TUL-99-27.6/30.6 |
| Award Date | 09/17/2024 |
| Closeout Date | Not set |
| Work Description | HMA, RHMA-G, JOINTED PLAIN CONC PVMT (RSC) AND STBB (TYPE M). |
| Location Description | TULARE COUNTY IN AND NEAR TULARE FROM PAIGE AVENUE OVERCROSSING TO PROSPERITY AVENUE OVERCROSSING. |
| QA Service Level | 1 (Verified on 10/14/2024) |
Sample Information
| Sample Taken Date | 04/22/2025 | Sample Unique Key | 97 |
|---|---|---|---|
| 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 | 05/19/2025 |
| Sample type | Production Start-Up | A brief description of the sample | 1 can PG 64-16 Binder |
| The quantity of what the sample constitutes | PSUE | From where was the sample collected | Source |
| First name of sampler or witnessed by | Martika | Last name of sampler or witnessed by | Hall |
| Title of sampler | JET | Telephone number of sampler | |
| Laboratory sample identification | Linked DIME Sample ID | ||
| The fabricator/manufacturer/facility name | MMV - Visalia | Transportation Laboratory (TL) Number | C057153 |
| Inspector Lot Number from the Transportation Laboratory (TL) Form | Structure unique identifier | ||
| Structure name | Bid Item | Not set |
Material Information
| Material Type | Asphalt Binder | Performance Grade | PG 64-16 |
|---|---|---|---|
| Modified | No | Lot number | |
| 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 |
Test Details
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DIME Sample ID: 2025-04-22-97
DIME Test ID: 2025-04-22-97-4
Testing Lab: WSP USA - Phoenix
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: 2025-06-11
Test Results
Input Type: Measured
Tester's full name: WSP
Date of test: 06/11/2025
Minimum test bath temperature at 240 s: -6.0 C
Maximum test bath temperature at 240 s: -5.9 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: no data
Estimated Stiffness Modulus 60.0 s: 188.000 MPa
Difference between stiffness moduli 60.0 s: no data
Estimated m-value 60.0 s: 0.395
General comments (publicly viewable) (Max 1000 characters): BBR
Test was verified on 6/11/2025 ✔