Summary for Test 2022-08-26-50-1
Test performed: AASHTO T315-22Project Information
| Project Identifiers | Project ID: 215739 DEA: 010G2104 EFIS: 0116000137 |
|---|---|
| DIST-CO-RTE-PM | 01-DN-101-21.2 |
| Award Date | 07/15/2021 |
| Closeout Date | 06/22/2023 |
| Work Description | CONSTRUCT RETAINING WALL AND GUARDRAIL AND EARTHWORK. |
| Location Description | DEL NORTE COUNTY NEAR CRESCENT CITY AT 0.2 MILE NORTH OF CUSHING CREEK VIADUCT 01-0076 |
| QA Service Level | 1 (Verified on 05/17/2021) |
Sample Information
| Sample Taken Date | 08/26/2022 | Sample Unique Key | 50 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 08/31/2022 | Sample type | Department Acceptance |
| A brief description of the sample | 1/2 RHMA, R15, PG 64-16 | The quantity of what the sample constitutes | 1 Can |
| From where was the sample collected | Job Site | First name of sampler or witnessed by | Loren |
| Last name of sampler or witnessed by | Lee | Title of sampler | Consultant |
| Telephone number of sampler | Laboratory sample identification | ||
| Linked DIME Sample ID | The fabricator/manufacturer/facility name | Blue Lake | |
| Transportation Laboratory (TL) Number | 032392 | 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 64-16 |
|---|---|---|---|
| Modified | No | Lot number | |
| Sublot number | Tank number | ||
| Time of sample | HMA Supplier | ||
| Certified Asphalt Supplier | Albina Asphalt - Chowchilla CA | Multigrade | Yes |
| Multigrade Type | PG 64-16 / PG 64-10 | Asphalt Binder Mix Number | Not set |
| HMA Type | Not set | HMA Supplier Mix ID Number | Not set |
Test Details
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DIME Sample ID: 2022-08-26-50
DIME Test ID: 2022-08-26-50-1
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: 2022-09-12
Test Results
Phase: Original binder
Input Type: Measured
Tester's full name: Juan Gomez
Date of test: 09/12/2022
Test Gap: 1 mm
Test Frequency: 10.0 rad/s
Strain Amplitude: 12.00 %
Stress Amplitude: 0.215 kPa
Phase Angle (δ) (for the 10 cycles): 84.3 degree
Complex Modulus (G*) (for the 10 measurements): 1.793 kPa
Test Temperature (Specimen 1): 64.0 C
Dynamic Shear, G*/sin(δ): 1.80 kPa
General comments (publicly viewable) (Max 1000 characters): OG
Test was verified on 9/12/2022 ✔