Summary for Test 2024-01-22-22-1
Test performed: AASHTO T315-22Project Information
| Project Identifiers | Project ID: 1000090 DEA: 024J9204 EFIS: 0223000087 |
|---|---|
| DIST-CO-RTE-PM | 02-TRI-299-61.0/64.0,70.0/72.2 |
| Award Date | 04/16/2024 |
| Closeout Date | 11/27/2024 |
| Work Description | ASPHALT RUBBER CHIP SEAL WITH REPLACE ASPHALT CONCRETE SURFACING. |
| Location Description | TRINITY COUNTY NEAR DOUGLAS CITY FROM STEEL BRIDGE ROAD TO 1.5 MILES WEST OF GRASS VALLEY CREEK BRIDGE NO 05-0013 AND FROM 2.6 MILES EAST OF TRINITY DAM BOULEVARD TO THE SHASTA COUNTY LINE |
| QA Service Level | 1 (Verified on 03/18/2024) |
Sample Information
| Sample Taken Date | 01/22/2024 | Sample Unique Key | 22 |
|---|---|---|---|
| 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 | 05/02/2024 |
| Sample type | Quality Assurance | A brief description of the sample | 2 cans |
| The quantity of what the sample constitutes | 2 cans for chip seal/seal coats | From where was the sample collected | Source |
| First name of sampler or witnessed by | Unknown | Last name of sampler or witnessed by | Unknown |
| Title of sampler | Telephone number of sampler | ||
| Laboratory sample identification | PG641612224KF40 | Linked DIME Sample ID | |
| The fabricator/manufacturer/facility name | Albina - Klamath Falls, OR | 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 | Lot number | ||
| Sublot number | Tank number | 40 | |
| Time of sample | HMA Supplier | ||
| Certified Asphalt Supplier | Albina Asphalt (Klamath Falls Plant) - Klamath Falls OR | Multigrade | Yes |
| Multigrade Type | PG 64-16 / PG 64-10 | Asphalt Binder Mix Number |
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: 2024-01-22-22
DIME Test ID: 2024-01-22-22-1
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: 2024-05-15
Test Results
Phase: Original binder
Input Type: Measured
Tester's full name: Juan Gomez
Date of test: 05/09/2024
Test Gap: 1 mm
Test Frequency: 10.0 rad/s
Strain Amplitude: 12.00 %
Stress Amplitude: 0.198 kPa
Phase Angle (δ) (for the 10 cycles): 86.7 degree
Complex Modulus (G*) (for the 10 measurements): 1.641 kPa
Test Temperature (Specimen 1): 64.0 C
Dynamic Shear, G*/sin(δ): 1.64 kPa
General comments (publicly viewable) (Max 1000 characters): OG
Test was verified on 5/15/2024 ✔