Summary for Test 2022-06-12-7-1
Test performed: AASHTO T315-20Project Information
| Project Identifiers | Project ID: 993623 DEA: 022J3704 EFIS: 0221000071 |
|---|---|
| DIST-CO-RTE-PM | 02-SHA-299-50.5/56.5,93.5/99.3 |
| Award Date | 04/29/2022 |
| Closeout Date | 10/06/2022 |
| Work Description | ASPHALT RUBBER BINDER SEAL COAT, COLD PLANE AC PAVEMENT AND HMA. |
| Location Description | SHASTA COUNTY NEAR MONTGOMERY CREEK FROM 0.2 MILE WEST OF OAK POINT DRIVE TO OLD BERTAGNA PLACE AND FROM 0.1 MILE EAST OF SIERRA CENTER DRIVE TO LASSEN COUNTY LINE |
| QA Service Level | 1 (Verified on 03/18/2022) |
Sample Information
| Sample Taken Date | 06/12/2022 | Sample Unique Key | 7 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 06/30/2022 | Sample type | Department Acceptance |
| A brief description of the sample | for chip seal acceptance | The quantity of what the sample constitutes | 2 cans of binder |
| From where was the sample collected | Source | First name of sampler or witnessed by | Lucas |
| Last name of sampler or witnessed by | Dias | Title of sampler | 2092028779 |
| Telephone number of sampler | Laboratory sample identification | ||
| Linked DIME Sample ID | The fabricator/manufacturer/facility name | Albina and American Pavement Systems | |
| Transportation Laboratory (TL) Number | 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 | 24 | |
| Time of sample | 1PM | HMA Supplier | |
| Certified Asphalt Supplier | Albina Asphalt - Klamath Falls Plant - Klamath Falls OR | Multigrade | No |
| Multigrade Type | Asphalt Binder Mix Number | Not set | |
| HMA Type | Not set | HMA Supplier Mix ID Number | Not set |
Test Details
DIME Sample ID: 2022-06-12-7
DIME Test ID: 2022-06-12-7-1
Testing Lab: CT HQ - Sacramento Asphalt Binder Laboratory
Test Method: AASHTO T315-20: Standard Method of Test for Determining the Rheological Properties of Asphalt Binder Using a Dynamic Shear Rheometer (DSR) (Dynamic Shear)
Test Release Date: 2022-07-28
Test Results
Phase: Original binder
Input Type: Measured
Tester's full name: Eva Torres
Date of test: 07/12/2022
Test Plate Diameter: 25 mm
Test Gap: 1 mm
Test Frequency: 10.0 rad/s
Strain Amplitude: 12.00 %
Stress Amplitude: 0.163 kPa
Phase Angle (δ) (for the 10 cycles): 87.2 degree
Complex Modulus (G*) (for the 10 measurements): 1.356 kPa
Test Temperature (Specimen 1): 64.0 C
Dynamic Shear, G*/sin(δ): 1.36 kPa
General comments (publicly viewable) (Max 1000 characters): OG
Test was verified on 7/28/2022 ✔
