Summary for Test 2023-09-23-18-1
Test performed: AASHTO T315-22Project Information
| Project Identifiers | Project ID: 993773 DEA: 021H5004 EFIS: 0216000045 |
|---|---|
| DIST-CO-RTE-PM | 02-TRI-3,299-VAR |
| Award Date | 11/14/2022 |
| Closeout Date | Not set |
| Work Description | STRUCT CONC BRIDGE, POLYESTER CONC OVERLAY & ROCK SLOPE PROTECTION. |
| Location Description | TRINITY COUNTY AT VARIOUS LOCATIONS |
| QA Service Level | 1 (Verified on 04/25/2022) |
Sample Information
| Sample Taken Date | 09/23/2023 | Sample Unique Key | 18 |
|---|---|---|---|
| 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 | 10/10/2023 |
| Sample type | Acceptance | A brief description of the sample | 3/4" HMA w/23.6% RAP |
| The quantity of what the sample constitutes | 1 OF 4 CANS | From where was the sample collected | Manufacturer |
| First name of sampler or witnessed by | Joe | Last name of sampler or witnessed by | Delgado |
| Title of sampler | Consultant | Telephone number of sampler | |
| Laboratory sample identification | D79366 | Linked DIME Sample ID | |
| The fabricator/manufacturer/facility name | JF Shea Construction, Fawndale Rock and Asphalt, Redding, CA | Transportation Laboratory (TL) Number | 857918 |
| Inspector Lot Number from the Transportation Laboratory (TL) Form | Structure unique identifier | ||
| Structure name |
Material Information
| Material Type | Asphalt Binder | Performance Grade | PG 58-34 M |
|---|---|---|---|
| Modified | No | 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 |
Test Details
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DIME Sample ID: 2023-09-23-18
DIME Test ID: 2023-09-23-18-1
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: 2023-10-12
Test Results
Phase: Original binder
Input Type: Measured
Tester's full name: Karen Sawyer
Date of test: 10/11/2023
Test Gap: 1 mm
Test Frequency: 10.0 rad/s
Strain Amplitude: 12.00 %
Stress Amplitude: 0.337 kPa
Phase Angle (δ) (for the 10 cycles): 59.7 degree
Complex Modulus (G*) (for the 10 measurements): 2.798 kPa
Test Temperature (Specimen 1): 58.0 C
Dynamic Shear, G*/sin(δ): 3.24 kPa
General comments (publicly viewable) (Max 1000 characters): OG
Test was verified on 10/12/2023 ✔