Summary for Test 2025-06-03-61-4
Test performed: AASHTO T313-22Project Information
| Project Identifiers | Project ID: 1000113 DEA: 060U5004 EFIS: 0615000300 |
|---|---|
| DIST-CO-RTE-PM | 06-KER-5-10.2/16.0 |
| Award Date | 08/29/2024 |
| Closeout Date | Not set |
| Work Description | INDIVIDUAL SLAB REPLACEMENT (RSC), HMA (TYPE A) AND RHMA (GAP GRADED). |
| Location Description | KERN COUNTY AT AND NEAR WHEELER RIDGE FROM GRAPEVINE UNDERCROSSING TO ROUTE 5/99 SEPARATION |
| QA Service Level | 1 (Verified on 02/26/2024) |
Sample Information
| Sample Taken Date | 06/03/2025 | Sample Unique Key | 61 |
|---|---|---|---|
| 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 | 06/06/2025 |
| Sample type | Quality Assurance | A brief description of the sample | PG 64-16 |
| The quantity of what the sample constitutes | 1 can | From where was the sample collected | Source |
| First name of sampler or witnessed by | Granite QC | Last name of sampler or witnessed by | G |
| Title of sampler | Telephone number of sampler | ||
| Laboratory sample identification | Linked DIME Sample ID | ||
| The fabricator/manufacturer/facility name | Granite Solari | Transportation Laboratory (TL) Number | 035145 |
| 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 | 1 |
| Sublot number | 20 | Tank number | 32001 |
| Time of sample | 01:14am | 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: 2025-06-03-61
DIME Test ID: 2025-06-03-61-4
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: 2025-06-27
Test Results
Input Type: Measured
Tester's full name: WSP
Date of test: 06/23/2025
Minimum test bath temperature at 240 s: -6.1 C
Maximum test bath temperature at 240 s: -6.0 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: no data
Estimated Stiffness Modulus 60.0 s: 194.500 MPa
Difference between stiffness moduli 60.0 s: no data
Estimated m-value 60.0 s: 0.399
General comments (publicly viewable) (Max 1000 characters): BBR
Test was verified on 6/27/2025 ✔