Summary for Test 2022-08-07-12-1
Test performed: AASHTO T315-22Project Information
| Project Identifiers | Project ID: 214511 DEA: 010E0004 EFIS: 0113000091 |
|---|---|
| DIST-CO-RTE-PM | 01-HUM-101-84.4/84.8 |
| Award Date | 01/29/2020 |
| Closeout Date | 11/22/2023 |
| Work Description | BRIDGE RAIL REPLACEMENT. |
| Location Description | HUMBOLDT COUNTY NEAR ARCATA FROM JACOBY CREEK BRIDGE TO GANNON SLOUGH BRIDGE |
| QA Service Level | 1 (Verified on 11/13/2019) |
Sample Information
| Sample Taken Date | 08/07/2022 | Sample Unique Key | 12 |
|---|---|---|---|
| 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 | 08/24/2022 |
| Sample type | Department Acceptance | A brief description of the sample | 58-34m |
| The quantity of what the sample constitutes | 1 can | From where was the sample collected | Source |
| First name of sampler or witnessed by | _ | Last name of sampler or witnessed by | Thorpe |
| Title of sampler | Tester | Telephone number of sampler | |
| Laboratory sample identification | Linked DIME Sample ID | ||
| The fabricator/manufacturer/facility name | Mercer Fraser - Fortuna Plant A | Transportation Laboratory (TL) Number | 972494 |
| 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 |
Test Details
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DIME Sample ID: 2022-08-07-12
DIME Test ID: 2022-08-07-12-1
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: 2022-09-13
Test Results
Phase: Original binder
Input Type: Measured
Tester's full name: Adam Herrera
Date of test: 09/08/2022
Test Gap: 1 mm
Test Frequency: 10.0 rad/s
Strain Amplitude: 12.00 %
Stress Amplitude: 0.243 kPa
Phase Angle (δ) (for the 10 cycles): 68.2 degree
Complex Modulus (G*) (for the 10 measurements): 2.024 kPa
Test Temperature (Specimen 1): 58.0 C
Dynamic Shear, G*/sin(δ): 2.18 kPa
General comments (publicly viewable) (Max 1000 characters): OG
Test was verified on 9/13/2022 ✔