Summary for Test 2022-06-13-22-3
Test performed: AASHTO T315-20Project Information
| Project Identifiers | Project ID: 993955 DEA: 032J7304 EFIS: 0322000094 |
|---|---|
| DIST-CO-RTE-PM | 03-ED-50,89-63.8/71.0, 6.0/8.0 |
| Award Date | 09/21/2021 |
| Closeout Date | Not set |
| Work Description | Hazard tree/debris removal; rockfall mitigation; replace/clean culverts, catch basins, ditches, debris racks; replace guardrail, pavement, delineation, cannon line; traffic control; erosion control; incidental work. |
| Location Description | Not set |
| QA Service Level | 1 (Verified on 06/27/2022) |
Sample Information
| Sample Taken Date | 06/13/2022 | 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 | 06/15/2022 |
| Sample type | Department Acceptance | A brief description of the sample | Binder PG64-28 |
| The quantity of what the sample constitutes | 1 Can | From where was the sample collected | Source |
| First name of sampler or witnessed by | E | Last name of sampler or witnessed by | Chavez |
| Title of sampler | MATLS | Telephone number of sampler | |
| Laboratory sample identification | Linked DIME Sample ID | ||
| The fabricator/manufacturer/facility name | Granite Lockwood | Transportation Laboratory (TL) Number | 876464 |
| Inspector Lot Number from the Transportation Laboratory (TL) Form | Structure unique identifier | ||
| Structure name |
Material Information
| Material Type | Asphalt Binder | Performance Grade | PG 64-28 |
|---|---|---|---|
| Modified | No | Lot number | |
| Sublot number | Tank number | ||
| Time of sample | 6/13/2022 | HMA Supplier | |
| Certified Asphalt Supplier | PNAC LLC - Fernley NV | Multigrade | No |
| Multigrade Type | Asphalt Binder Mix Number | Not set |
Test Details
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DIME Sample ID: 2022-06-13-22
DIME Test ID: 2022-06-13-22-3
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: 2022-07-06
Test Results
Phase: PAV residue
Input Type: Measured
Tester's full name: Eva Torres
Date of test: 06/29/2022
Test Plate Diameter: 8 mm
Test Gap: 2 mm
Test Frequency: 10.0 rad/s
Strain Amplitude: 1.00 %
Stress Amplitude: 31.511 kPa
Phase Angle (δ) (for the 10 cycles): 46.4 degree
Complex Modulus (G*) (for the 10 measurements): 3150.509 kPa
Test Temperature (Specimen 1): 22.0 C
(G*) x sin(δ)=: 2282 kPa
General comments (publicly viewable) (Max 1000 characters): pav
Test was verified on 7/6/2022 ✔