Summary for Test 2021-11-22-57-1
Test performed: AASHTO T315-22Project Information
| Project Identifiers | Project ID: 214618 DEA: 033F99U4 EFIS: 0319000311 |
|---|---|
| DIST-CO-RTE-PM | 03-SUT-99-39.2/41.4 |
| Award Date | 05/15/2020 |
| Closeout Date | 12/13/2023 |
| Work Description | WIDEN RDWY, HMA, CRCP, WATER LINE, SIGNALS, & LIGHTING SYSTEM. |
| Location Description | SUTTER COUNTY IN AND NEAR LIVE OAK FROM 0.1 MILE SOUTH OF COLEMAN AVENUE TO NEVADA STREET (NORTH INTERSECTION) |
| QA Service Level | 1 (Verified on 03/24/2020) |
Sample Information
| Sample Taken Date | 11/22/2021 | Sample Unique Key | 57 |
|---|---|---|---|
| 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 | 11/04/2022 |
| Sample type | Acceptance | A brief description of the sample | PG58-22, 25R |
| The quantity of what the sample constitutes | 1 Can | From where was the sample collected | Source |
| First name of sampler or witnessed by | Jeremy | Last name of sampler or witnessed by | _ |
| Title of sampler | Plant QC | Telephone number of sampler | |
| Laboratory sample identification | Linked DIME Sample ID | ||
| The fabricator/manufacturer/facility name | DeSilva Gates - Marysville | Transportation Laboratory (TL) Number | 804154 |
| Inspector Lot Number from the Transportation Laboratory (TL) Form | Structure unique identifier | ||
| Structure name |
Material Information
| Material Type | Asphalt Binder | Performance Grade | PG 58-22 |
|---|---|---|---|
| Modified | No | Lot number | 2 |
| Sublot number | 20 | Tank number | |
| Time of sample | HMA Supplier | ||
| Certified Asphalt Supplier | Valero Marketing & Supply - Benicia CA | Multigrade | Yes |
| Multigrade Type | PG 58-22 / PG 58-16 | Asphalt Binder Mix Number |
Test Details
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DIME Sample ID: 2021-11-22-57
DIME Test ID: 2021-11-22-57-1
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: 2022-11-16
Test Results
Phase: Original binder
Input Type: Measured
Tester's full name: Erika Gonzalez
Date of test: 11/15/2022
Test Gap: 1 mm
Test Frequency: 10.0 rad/s
Strain Amplitude: 12.00 %
Stress Amplitude: 0.215 kPa
Phase Angle (δ) (for the 10 cycles): 85.4 degree
Complex Modulus (G*) (for the 10 measurements): 1.788 kPa
Test Temperature (Specimen 1): 58.0 C
Dynamic Shear, G*/sin(δ): 1.79 kPa
General comments (publicly viewable) (Max 1000 characters): OG
Test was verified on 11/16/2022 ✔