Summary for Test 2024-10-29-63-3
Test performed: AASHTO T315-12Project Information
| Project Identifiers | Project ID: 994191 DEA: 081G8304 EFIS: 0816000079 |
|---|---|
| DIST-CO-RTE-PM | 08-SBD-40-R100.8/R101.8 |
| Award Date | 02/07/2023 |
| Closeout Date | 08/29/2025 |
| Work Description | HMA, STRUCTURAL CONC, BAR REINFORCING STEEL, CRSP & IMPORTED BORROW. |
| Location Description | SAN BERNARDINO COUNTY AT ESSEX FROM 1.1 MILES EAST OF ESSEX ROAD OVERCROSSING TO 0.5 MILE EAST OF HALFWAY HILLS WASH BRIDGE |
| QA Service Level | 1 (Verified on 03/30/2023) |
Sample Information
| Sample Taken Date | 10/29/2024 | Sample Unique Key | 63 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 11/12/2024 | Sample type | Verification |
| A brief description of the sample | Asphalt Binder Sample | The quantity of what the sample constitutes | 1can |
| From where was the sample collected | Source | First name of sampler or witnessed by | Alex |
| Last name of sampler or witnessed by | Samano | Title of sampler | |
| Telephone number of sampler | Laboratory sample identification | ||
| Linked DIME Sample ID | The fabricator/manufacturer/facility name | Blue Diamond-Victorville | |
| 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 58-34 M |
|---|---|---|---|
| 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 | ||
| HMA Type | Not set | HMA Supplier Mix ID Number | Not set |
Test Details
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DIME Sample ID: 2024-10-29-63
DIME Test ID: 2024-10-29-63-3
Testing Lab: CT D08 - Fontana Southern Regional Laboratory
Test Method: AASHTO T315-12: Standard Method of Test for Determining the Rheological Properties of Asphalt Binder Using a Dynamic Shear Rheometer (DSR) (Dynamic Shear)
Test Release Date: 2024-11-25
Test Results
Input Type: Calculated
Tester's full name: Sunday Agude
Date of test: 11/20/2024
Phase: Original binder
Phase Angle (δ) (for the 10 cycles): 86.6 degree
Dynamic Shear, G*/sin(δ): 1.50 kPa
(G*) x sin(δ)=: no data
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 11/25/2024 ✔