Summary for Test 2022-08-29-42-1
Test performed: AASHTO T315-22Project Information
| Project Identifiers | Project ID: 993440 DEA: 060H1404 EFIS: 0616000194 |
|---|---|
| DIST-CO-RTE-PM | 06-TUL-190-34.7/39.4 |
| Award Date | 02/11/2022 |
| Closeout Date | 05/10/2023 |
| Work Description | REMOVE AND REPLACE DRAINAGE SYSTEMS. |
| Location Description | TULARE COUNTY NEAR SPRINGVILLE AT VARIOUS LOCATIONS FROM 2.4 MILES EAST OF BALCH PARK ROAD TO 0.6 MILE WEST OF WISHON ROAD |
| QA Service Level | 1 (Verified on 12/09/2021) |
Sample Information
| Sample Taken Date | 08/29/2022 | Sample Unique Key | 42 |
|---|---|---|---|
| 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 | 09/01/2022 |
| Sample type | Department Acceptance | A brief description of the sample | 64-10 |
| The quantity of what the sample constitutes | 1 Can | From where was the sample collected | Other |
| First name of sampler or witnessed by | No TL101 | Last name of sampler or witnessed by | No TL101 |
| Title of sampler | No TL101 | Telephone number of sampler | |
| Laboratory sample identification | Linked DIME Sample ID | ||
| The fabricator/manufacturer/facility name | No TL101 | Transportation Laboratory (TL) Number | No TL101 |
| Inspector Lot Number from the Transportation Laboratory (TL) Form | Structure unique identifier | ||
| Structure name |
Material Information
| Material Type | Asphalt Binder | Performance Grade | PG 64-10 |
|---|---|---|---|
| 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 | Not set |
Test Details
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DIME Sample ID: 2022-08-29-42
DIME Test ID: 2022-08-29-42-1
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: 2022-09-02
Test Results
Phase: Original binder
Input Type: Measured
Tester's full name: Erika Gonzalez
Date of test: 09/01/2022
Test Gap: 1 mm
Test Frequency: 10.0 rad/s
Strain Amplitude: 12.00 %
Stress Amplitude: 0.172 kPa
Phase Angle (δ) (for the 10 cycles): 89.5 degree
Complex Modulus (G*) (for the 10 measurements): 1.436 kPa
Test Temperature (Specimen 1): 64.0 C
Dynamic Shear, G*/sin(δ): 1.44 kPa
General comments (publicly viewable) (Max 1000 characters): OG
Test was verified on 9/2/2022 ✔