Summary for Test 2023-03-22-11-1
Test performed: AASHTO T315-22Project Information
| Project Identifiers | Project ID: 994209 DEA: 010E7904 EFIS: 0115000021 |
|---|---|
| DIST-CO-RTE-PM | 01-HUM-254-4.2/4.2 |
| Award Date | 12/13/2022 |
| Closeout Date | Not set |
| Work Description | Project Name: Fish Creek Bridge (Bridge No. 04-0317) |
| Location Description | HUMBOLDT COUNTY NEAR PHILLIPSVILLE AT 3.3 MILES NORTH OF OHMAN CREEK BRIDGE |
| QA Service Level | 1 (Verified on 09/09/2022) |
Sample Information
| Sample Taken Date | 03/22/2023 | Sample Unique Key | 11 |
|---|---|---|---|
| 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 | 03/24/2023 |
| Sample type | Quality Assurance | A brief description of the sample | JMF verification sample |
| The quantity of what the sample constitutes | 1 binder can | From where was the sample collected | Source |
| First name of sampler or witnessed by | Bryan | Last name of sampler or witnessed by | Sanderson |
| Title of sampler | Telephone number of sampler | ||
| Laboratory sample identification | Linked DIME Sample ID | ||
| The fabricator/manufacturer/facility name | Valero Benicia | Transportation Laboratory (TL) Number | 972175 |
| 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 | Lot number | ||
| Sublot number | Tank number | ||
| Time of sample | HMA Supplier | Mercer Fraser Fortuna Plant A | |
| Certified Asphalt Supplier | Valero Marketing & Supply - Benicia CA | Multigrade | No |
| Multigrade Type | Asphalt Binder Mix Number |
Test Details
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DIME Sample ID: 2023-03-22-11
DIME Test ID: 2023-03-22-11-1
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: 2023-03-24
Test Results
Phase: Original binder
Input Type: Measured
Tester's full name: Erika Gonzalez
Date of test: 03/24/2023
Test Gap: 1 mm
Test Frequency: 10.0 rad/s
Strain Amplitude: 12.00 %
Stress Amplitude: 0.182 kPa
Phase Angle (δ) (for the 10 cycles): 84.9 degree
Complex Modulus (G*) (for the 10 measurements): 1.514 kPa
Test Temperature (Specimen 1): 58.0 C
Dynamic Shear, G*/sin(δ): 1.52 kPa
General comments (publicly viewable) (Max 1000 characters): OG
Test was verified on 3/24/2023 ✔