Summary for Test 2026-07-20-36-1
Test performed: AASHTO T315-24Project Information
| Project Identifiers | Project ID: 1001616 DEA: 061C0604 EFIS: 0621000014 |
|---|---|
| DIST-CO-RTE-PM | 06-KER-223-1.8/10.4 |
| Award Date | Not set |
| Closeout Date | Not set |
| Work Description | FULL DEPTH RECYCLE AND V-DITCHES. |
| Location Description | KERN COUNTY NEAR BAKERSFIELD FROM ROUTE 223/5 SEPARATION TO 0.1 MILE WEST OF ROUTE 223/99 SEPARATION |
| QA Service Level | 1 (Verified on 10/06/2025) |
Sample Information
| Sample Taken Date | 07/20/2026 | Sample Unique Key | 36 |
|---|---|---|---|
| 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 | 07/27/2026 |
| Sample type | Quality Assurance | A brief description of the sample | 64-16 |
| The quantity of what the sample constitutes | 1 can of 64-16 | From where was the sample collected | Job Site |
| First name of sampler or witnessed by | Granite | Last name of sampler or witnessed by | N/A |
| Title of sampler | QC | Telephone number of sampler | |
| Laboratory sample identification | Linked DIME Sample ID | ||
| The fabricator/manufacturer/facility name | GRANITE SOLARI | Transportation Laboratory (TL) Number | |
| Inspector Lot Number from the Transportation Laboratory (TL) Form | 753830 | Structure unique identifier | |
| Structure name | Bid Item | Not set |
Material Information
| Material Type | Asphalt Binder | Performance Grade | PG 64-16 |
|---|---|---|---|
| Modified | Lot number | 1 | |
| Sublot number | 37 | Tank number | |
| Time of sample | HMA Supplier | GRANITE SOLARI | |
| Certified Asphalt Supplier | San Joaquin Refinery - Bakersfield CA | Multigrade | No |
| Multigrade Type | Asphalt Binder Mix Number | ||
| HMA Type | 3/4 HMA-A R25 | HMA Supplier Mix ID Number | NOT ON TL101 |
Test Details
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DIME Sample ID: 2026-07-20-36
DIME Test ID: 2026-07-20-36-1
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: 2026-07-28
Test Results
Phase: Original binder
Input Type: Measured
Tester's full name: Amare Tefera
Date of test: 07/28/2026
Test Gap: 1 mm
Test Frequency: 10.0 rad/s
Strain Amplitude: 12.06 %
Stress Amplitude: 0.368 kPa
Phase Angle (δ) (for the 10 cycles): 89.2 degree
Complex Modulus (G*) (for the 10 measurements): 3.054 kPa
Test Temperature (Specimen 1): 64.0 C
Dynamic Shear, G*/sin(δ): 3.05 kPa
General comments (publicly viewable) (Max 1000 characters): OG
Test was verified on 7/28/2026 ✔