Summary for Test 2020-07-01-21-6
Test performed: AASHTO T313-19Project Information
| Project Identifiers | Project ID: 214571 DEA: 020J1104 EFIS: 0219000062 |
|---|---|
| DIST-CO-RTE-PM | 02-PLU-70-33.1/42.1 |
| Award Date | 02/07/2020 |
| Closeout Date | 04/27/2021 |
| Work Description | PLACE HMA & SHOULDER BACKING, & REMOVE & REPLACE PAVEMENT DELINEATION. |
| Location Description | PLUMAS COUNTY AT AND NEAR KEDDIE FROM INDIAN CREEK BRIDGE TO 0.3 MILE WEST OF SPANISH CREEK BRIDGE NO. 09-0018 |
| QA Service Level | 1 (Verified on 01/22/2020) |
Sample Information
| Sample Taken Date | 07/01/2020 | Sample Unique Key | 21 |
|---|---|---|---|
| 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 | 07/07/2020 |
| Sample type | Acceptance | A brief description of the sample | Modified Asphalt Binder |
| The quantity of what the sample constitutes | 1 Can, #1 TEST | From where was the sample collected | Source |
| First name of sampler or witnessed by | Joe | Last name of sampler or witnessed by | Joe |
| Title of sampler | PEI | Telephone number of sampler | |
| Laboratory sample identification | Linked DIME Sample ID | ||
| The fabricator/manufacturer/facility name | Albina | Transportation Laboratory (TL) Number | 734740 |
| 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 M |
|---|---|---|---|
| Modified | Yes | Lot number | 0 |
| Sublot number | 0 | 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: 2020-07-01-21
DIME Test ID: 2020-07-01-21-6
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: 07/28/2020
Minimum test bath temperature at 240 s: -18.1 C
Maximum test bath temperature at 240 s: -17.9 C
Time of test load application: 01:26:06 HH:MM:SS
File name of test data: 08/26/2020
Time beam in bath: 60
Time test started: 01:26:06 HH:MM:SS
Flags issued by software during test: no data
Correlation coefficient (R²): 0.999929
Regression coefficient a: 2.8200
Regression coefficient b: -0.1690
Regression coefficient c: -0.0414
Load at time 0.0: 32.0 mN
Deflection at time 0.0 s: 0.000 µm
Load at time 0.5 s: 973.0 mN
Deflection at time 0.5 s: 0.098 µm
Load at 60.0 s: 971.0 mN
Beam deflection 60.0 s: 0.318 µm
Measured Stiffness Modulus 60.0 s: 247.000 mPa
Estimated Stiffness Modulus 60.0 s: 246.000 mPa
Difference between stiffness moduli 60.0 s: -0.40 %
Estimated m-value 60.0 s: 0.317
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 9/23/2020 ✔