Summary for Test 2023-08-07-64-1
Test performed: AASHTO T315-22Project Information
| Project Identifiers | Project ID: 994387 DEA: 023J7704 EFIS: 0222000082 |
|---|---|
| DIST-CO-RTE-PM | 02-SIS-96-97.2/103.0 |
| Award Date | 12/23/2022 |
| Closeout Date | 04/11/2024 |
| Work Description | RHMA OVERLAY, REPLACE AC SURFACING, GUARDRAIL AND TRAFFIC STRIPE. |
| Location Description | SISKIYOU COUNTY ABOUT 21 MILES EAST OF HORSE CREEK FROM 4.2 MILES EAST OF EMPIRE CREEK BRIDGE TO 0.4 MILE WEST OF ROUTE 263 |
| QA Service Level | 1 (Verified on 03/28/2023) |
Sample Information
| Sample Taken Date | 08/07/2023 | Sample Unique Key | 64 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 08/18/2023 | Sample type | Department Acceptance |
| A brief description of the sample | PG 58-22 | The quantity of what the sample constitutes | 1 OF 2 |
| From where was the sample collected | Job Site | First name of sampler or witnessed by | C |
| Last name of sampler or witnessed by | ROGERS | Title of sampler | |
| Telephone number of sampler | Laboratory sample identification | ||
| Linked DIME Sample ID | The fabricator/manufacturer/facility name | TULLIS | |
| Transportation Laboratory (TL) Number | 825026 | 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 58-22 |
|---|---|---|---|
| Modified | Lot number | ||
| Sublot number | Tank number | ||
| Time of sample | HMA Supplier | ||
| Certified Asphalt Supplier | Valero Marketing & Supply - Benicia 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: 2023-08-07-64
DIME Test ID: 2023-08-07-64-1
Testing Lab: CT HQ - Sacramento Asphalt Binder Laboratory
Test Method: AASHTO T315-22: Standard Method of Test for Determining the Rheological Properties of Asphalt Binder Using a Dynamic Shear Rheometer (DSR) (Dynamic Shear)
Test Release Date: 2023-09-06
Test Results
Phase: Original binder
Input Type: Measured
Tester's full name: Raul Cardenas
Date of test: 09/01/2023
Test Gap: 1 mm
Test Frequency: 10.0 rad/s
Strain Amplitude: 12.00 %
Stress Amplitude: 0.178 kPa
Phase Angle (δ) (for the 10 cycles): 83.3 degree
Complex Modulus (G*) (for the 10 measurements): 1.479 kPa
Test Temperature (Specimen 1): 58.0 C
Dynamic Shear, G*/sin(δ): 1.49 kPa
General comments (publicly viewable) (Max 1000 characters): OG
Test was verified on 9/6/2023 ✔