Summary for Test 2024-09-17-77-1
Test performed: AASHTO T315-22Project Information
| Project Identifiers | Project ID: 995240 DEA: 060X3804 EFIS: 0618000060 |
|---|---|
| DIST-CO-RTE-PM | 06-KER-166-0.0/10.2 |
| Award Date | 02/28/2024 |
| Closeout Date | Not set |
| Work Description | COLD PLANE, PLACE HMA AND CONCRETE PAVEMENT, MODIFY DRAINAGE SYSTEM. |
| Location Description | KERN COUNTY IN AND NEAR MARICOPA FROM SOUTH JUNCTION ROUTE 33 TO 2.3 MILES WEST OF SAN EMIGDIO CREEK BRIDGE |
| QA Service Level | 1 (Verified on 04/02/2024) |
Sample Information
| Sample Taken Date | 09/17/2024 | Sample Unique Key | 77 |
|---|---|---|---|
| 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 | 09/20/2024 |
| Sample type | Quality Assurance | A brief description of the sample | PG 70-10 |
| The quantity of what the sample constitutes | 1 of 1 | From where was the sample collected | Fabricator |
| First name of sampler or witnessed by | Unknown | Last name of sampler or witnessed by | Griffith |
| Title of sampler | QC | Telephone number of sampler | |
| Laboratory sample identification | Linked DIME Sample ID | ||
| The fabricator/manufacturer/facility name | Griffith Edmonston | Transportation Laboratory (TL) Number | 773905 |
| Inspector Lot Number from the Transportation Laboratory (TL) Form | Structure unique identifier | ||
| Structure name | Bid Item | Not set |
Material Information
| Material Type | Asphalt Binder | Performance Grade | PG 70-10 |
|---|---|---|---|
| Modified | No | Lot number | |
| 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: 2024-09-17-77
DIME Test ID: 2024-09-17-77-1
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: 2024-09-24
Test Results
Phase: Original binder
Input Type: Measured
Tester's full name: Humberto Ramirez
Date of test: 09/24/2024
Test Gap: 1 mm
Test Frequency: 10.0 rad/s
Strain Amplitude: 12.00 %
Stress Amplitude: 0.149 kPa
Phase Angle (δ) (for the 10 cycles): 89.5 degree
Complex Modulus (G*) (for the 10 measurements): 1.237 kPa
Test Temperature (Specimen 1): 70.0 C
Dynamic Shear, G*/sin(δ): 1.24 kPa
General comments (publicly viewable) (Max 1000 characters): Original
Test was verified on 9/24/2024 ✔