Summary for Test 2025-08-19-54-1
Test performed: AASHTO T315-24Project Information
| Project Identifiers | Project ID: 1000909 DEA: 051R7304 EFIS: 0524000112 |
|---|---|
| DIST-CO-RTE-PM | 05-SB-135-R7.2/M9.7 |
| Award Date | 04/14/2025 |
| Closeout Date | Not set |
| Work Description | PARTIAL DEPTH RECYCLING AND RHMA-G OVERLAY. |
| Location Description | SANTA BARBARA COUNTY ABOUT 7 MILES NORTH OF LOS ALAMOS FROM SAN ANTONIO CREEK BRIDGE TO SAN ANTONIO ROAD |
| QA Service Level | 1 (Verified on 02/24/2025) |
Sample Information
| Sample Taken Date | 08/19/2025 | Sample Unique Key | 54 |
|---|---|---|---|
| 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 | 08/27/2025 |
| Sample type | Quality Assurance | A brief description of the sample | TEST Asphalt Binder |
| The quantity of what the sample constitutes | 2 cans | From where was the sample collected | Job Site |
| First name of sampler or witnessed by | Issac | Last name of sampler or witnessed by | Gleffe |
| Title of sampler | TET | Telephone number of sampler | |
| Laboratory sample identification | Linked DIME Sample ID | ||
| The fabricator/manufacturer/facility name | SJR San Joaquin | Transportation Laboratory (TL) Number | |
| Inspector Lot Number from the Transportation Laboratory (TL) Form | 250819B | Structure unique identifier | |
| Structure name | Bid Item | Not set |
Material Information
| Material Type | Asphalt Binder | Performance Grade | PG 64-10 |
|---|---|---|---|
| Modified | No | Lot number | 1 |
| Sublot number | Tank number | ||
| Time of sample | HMA Supplier | ||
| Certified Asphalt Supplier | San Joaquin Refinery - Bakersfield CA | Multigrade | No |
| Multigrade Type | Asphalt Binder Mix Number |
Test Details
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DIME Sample ID: 2025-08-19-54
DIME Test ID: 2025-08-19-54-1
Testing Lab: CT HQ - Sacramento Asphalt Binder Laboratory
Test Method: AASHTO T315-24: Standard Method of Test for Determining the Rheological Properties of Asphalt Binder Using a Dynamic Shear Rheometer (DSR) (Dynamic Shear)
Test Release Date: 2025-10-03
Test Results
Phase: Original binder
Input Type: Measured
Tester's full name: Amare Tefera
Date of test: 10/02/2025
Test Gap: 1 mm
Test Frequency: 10.0 rad/s
Strain Amplitude: 12.06 %
Stress Amplitude: 0.157 kPa
Phase Angle (δ) (for the 10 cycles): 89.6 degree
Complex Modulus (G*) (for the 10 measurements): 1.301 kPa
Test Temperature (Specimen 1): 64.0 C
Dynamic Shear, G*/sin(δ): 1.30 kPa
General comments (publicly viewable) (Max 1000 characters): Original
Test was verified on 10/3/2025 ✔