Summary for Test 2020-07-27-23-5
Test performed: AASHTO T313-19Project 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 |
|---|---|---|---|
| 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 |
| HMA Type | Not set | HMA Supplier Mix ID Number | Not set |
Test Details
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DIME Sample ID: 2020-07-27-23
DIME Test ID: 2020-07-27-23-5
Testing Lab: CT HQ - Sacramento Asphalt Binder Laboratory
Test Method: AASHTO T313-19: Standard Method of Test for Determining the Flexural Creep Stiffness of Asphalt Binder Using the Bending Beam Rheometer (BBR)
Test Release Date: 2020-09-23
Test Results
Input Type: Measured
Tester's full name: Sunday Agude
Date of test: 08/11/2020
Minimum test bath temperature at 240 s: no data
Maximum test bath temperature at 240 s: no data
Time of test load application: no data
File name of test data: no data
Time beam in bath: no data
Time test started: no data
Flags issued by software during test: no data
Correlation coefficient (R²): 0
Regression coefficient a: no data
Regression coefficient b: no data
Regression coefficient c: no data
Load at time 0.0: 0.0 mN
Deflection at time 0.0 s: 0.000 µm
Load at time 0.5 s: 0.0 mN
Deflection at time 0.5 s: 0.000 µm
Load at 60.0 s: 0.0 mN
Beam deflection 60.0 s: 0.000 µm
Measured Stiffness Modulus 60.0 s: 133.000 mPa
Estimated Stiffness Modulus 60.0 s: no data
Difference between stiffness moduli 60.0 s: no data
Estimated m-value 60.0 s: 0.350
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 9/23/2020 ✔