Summary for Test 2022-09-14-60-1
Test performed: AASHTO T315-22Project Information
| Project Identifiers | Project ID: 215367 DEA: 021J4904 EFIS: 0220000084 |
|---|---|
| DIST-CO-RTE-PM | 02-TEH-32-14.0/20.0 |
| Award Date | 02/02/2021 |
| Closeout Date | 04/11/2024 |
| Work Description | PLACE HOT MIX ASPHALT (TYPE A). |
| Location Description | TEHAMA COUNTY ABOUT 28 MILES EAST OF FOREST RANCH FROM 1.1 MILES EAST OF DEER CREEK BRIDGE NO. 08-0068 TO 0.4 MILE WEST OF SLATE CREEK BRIDGE NO. 08-0154 |
| QA Service Level | 1 (Verified on 12/24/2020) |
Sample Information
| Sample Taken Date | 09/14/2022 | Sample Unique Key | 60 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 09/22/2022 | Sample type | Department Acceptance |
| A brief description of the sample | PG 58-34M | The quantity of what the sample constitutes | 2 cans |
| From where was the sample collected | Source | First name of sampler or witnessed by | R |
| Last name of sampler or witnessed by | S | Title of sampler | |
| Telephone number of sampler | Laboratory sample identification | ||
| Linked DIME Sample ID | The fabricator/manufacturer/facility name | Valero | |
| Transportation Laboratory (TL) Number | 876991 | 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 | Yes | 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 | Not set | |
| HMA Type | Not set | HMA Supplier Mix ID Number | Not set |
Test Details
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DIME Sample ID: 2022-09-14-60
DIME Test ID: 2022-09-14-60-1
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: 2022-09-28
Test Results
Phase: Original binder
Input Type: Measured
Tester's full name: Eslam Mosallem
Date of test: 09/26/2022
Test Gap: 1 mm
Test Frequency: 10.0 rad/s
Strain Amplitude: 12.00 %
Stress Amplitude: 0.261 kPa
Phase Angle (δ) (for the 10 cycles): 62.5 degree
Complex Modulus (G*) (for the 10 measurements): 2.177 kPa
Test Temperature (Specimen 1): 58.0 C
Dynamic Shear, G*/sin(δ): 2.45 kPa
General comments (publicly viewable) (Max 1000 characters): OG
Test was verified on 9/28/2022 ✔