Summary for Test 2020-07-27-23-7
Test performed: AASHTO T315-16Project Information
| Project Identifiers | Project ID: 213569 DEA: 024F2104 EFIS: 0212000072 |
|---|---|
| DIST-CO-RTE-PM | 02-MOD-299-0.5/1.0 |
| Award Date | 12/20/2018 |
| Closeout Date | 11/15/2021 |
| Work Description | Butte and Ash Creek Bridge Replacement |
| Location Description | Construction of Butte Creek Bridge and Ash Creek Bridge on Route 299 at Adin |
| QA Service Level | 1 (Verified on 06/26/2019) |
Sample Information
| Sample Taken Date | 07/27/2020 | Sample Unique Key | 23 |
|---|---|---|---|
| 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 | 08/05/2020 |
| Sample type | Department Acceptance | A brief description of the sample | PG 64-28 #1test |
| The quantity of what the sample constitutes | 1 | From where was the sample collected | Source |
| First name of sampler or witnessed by | M | Last name of sampler or witnessed by | rodebaugh |
| Title of sampler | PEI | Telephone number of sampler | |
| Laboratory sample identification | 853443 | Linked DIME Sample ID | |
| The fabricator/manufacturer/facility name | Eagle Peak Rock and Paving | 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 64-28 |
|---|---|---|---|
| Modified | No | Lot number | |
| Sublot number | Tank number | Not set | |
| Time of sample | Not set | HMA Supplier | Not set |
| Certified Asphalt Supplier | Not set | Multigrade | Not set |
| Multigrade Type | Not set | Asphalt Binder Mix Number | Not set |
Test Details
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DIME Sample ID: 2020-07-27-23
DIME Test ID: 2020-07-27-23-7
Testing Lab: CT HQ - Sacramento Asphalt Binder Laboratory
Test Method: AASHTO T315-16: Standard Method of Test for Determining the Rheological Properties of Asphalt Binder Using a Dynamic Shear Rheometer (DSR) (Dynamic Shear)
Test Release Date: 2020-09-21
Test Results
Phase: PAV residue
Input Type: Calculated
Tester's full name: Xavier Carrillo
Date of test: 09/16/2020
Test Plate Diameter: 8 mm
Phase Angle (δ) (for the 10 cycles): 47.4 degree
(G*) x sin(δ)=: 2064 kPa
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 9/21/2020 ✔