Summary for Test 2026-08-18-64-1
Test performed: AASHTO T315-24Project Information
| Project Identifiers | Project ID: 1002407 DEA: 061H9304 EFIS: 0625000101 |
|---|---|
| DIST-CO-RTE-PM | 06-KER-5-40.0/42.9, 52.8/62.6 |
| Award Date | Not set |
| Closeout Date | Not set |
| Work Description | I-5 BUTTONWILLOW PAVEMENT REHAB (PM 40.0/42.9, 52.8/62.6): COLD PLANE, RHMA-G (BWC), HMA (TYPE A), PANEL REPLACEMENT, SHOULDER BACKING, RUMBLE STRIP, THERMO STRIPING, SIGNS, MODIFY TMS |
| Location Description | CONSTRUCTION ON STATE HIGHWAY IN KERN COUNTY IN AND NEAR BUTTONWILLOW FROM 1.2 MILES SOUTH OF ROUTE 5/43 SEPARATION TO 0.1 MILE SOUTH OF KERN RIVER UTILITY ROAD OVERCROSING AND FROM 0.7 MILE NORTH OF ROUTE 5/58 SEPARATION TO LERDO AVENUE OVERCROSING |
| QA Service Level | 1 (Verified on 07/13/2026) |
Sample Information
| Sample Taken Date | 08/18/2026 | Sample Unique Key | 64 |
|---|---|---|---|
| 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 | 08/26/2026 |
| 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 | Source |
| 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 | 753177 | Structure unique identifier | |
| Structure name | Bid Item | Not set |
Material Information
| Material Type | Asphalt Binder | Performance Grade | PG 64-16 |
|---|---|---|---|
| Modified | Lot number | ||
| Sublot number | 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" RHMA-G | HMA Supplier Mix ID Number | NOT ON TL 101 |
Test Details
Test Details QR Code
Scan this code to open this Test Details view on another device.
Sample Details QR Code
Scan this code to open this Sample Details view on another device.
DIME Sample ID: 2026-08-18-64
DIME Test ID: 2026-08-18-64-1
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: 2026-08-27
Test Results
Phase: Original binder
Input Type: Measured
Tester's full name: Amare Tefera
Date of test: 08/26/2026
Test Gap: 1 mm
Test Frequency: 10.0 rad/s
Strain Amplitude: 12.06 %
Stress Amplitude: 0.166 kPa
Phase Angle (δ) (for the 10 cycles): 89.3 degree
Complex Modulus (G*) (for the 10 measurements): 1.377 kPa
Test Temperature (Specimen 1): 64.0 C
Dynamic Shear, G*/sin(δ): 1.38 kPa
General comments (publicly viewable) (Max 1000 characters): OG
Test was verified on 8/27/2026 ✔