Summary for Test 2023-10-21-21-7
Test performed: AASHTO T313-22Project Information
| Project Identifiers | Project ID: 995145 DEA: 081P6804 EFIS: 0824000077 |
|---|---|
| DIST-CO-RTE-PM | 08-RIV-62-3.34/6.5 |
| Award Date | 08/28/2023 |
| Closeout Date | 11/20/2025 |
| Work Description | Remove Debris, Restore Undermined Roadway, Repair Damaged Bridge Piers) |
| Location Description | 3B08-Riv,SBd-62-R3.34/R6.5, 0.0/R2.64 4BOn HWY 62 in Riv & SBd Counties in Morongo Valley Fr 3.2 Mi W/o Indian Canyon Dr to 0.5 Mi W/o Big Morongo Canyon Rd 5B |
| QA Service Level | 1 (Verified on 09/11/2023) |
Sample Information
| Sample Taken Date | 10/21/2023 | Sample Unique Key | 21 |
|---|---|---|---|
| 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 | 10/27/2023 |
| Sample type | Verification | A brief description of the sample | Binder acc |
| The quantity of what the sample constitutes | 1can | From where was the sample collected | Source |
| First name of sampler or witnessed by | Vulcan Corona | Last name of sampler or witnessed by | Vulcan Corona QC |
| Title of sampler | Telephone number of sampler | ||
| Laboratory sample identification | Linked DIME Sample ID | ||
| The fabricator/manufacturer/facility name | Corona/ Pacific Clay Products/ SJR/ Arr Maz | Transportation Laboratory (TL) Number | |
| 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 | 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: 2023-10-21-21
DIME Test ID: 2023-10-21-21-7
Testing Lab: CT D08 - Fontana Southern Regional 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: 2023-12-11
Test Results
Input Type: Calculated
Tester's full name: Sunday Agude
Date of test: 12/05/2023
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: 221.983 MPa
Estimated Stiffness Modulus 60.0 s: no data
Difference between stiffness moduli 60.0 s: no data
Estimated m-value 60.0 s: 0.378
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 12/11/2023 ✔