Summary for Test 2020-07-22-22-6
Test performed: AASHTO T313-19Project Information
| Project Identifiers | Project ID: 214628 DEA: 031G6604 EFIS: 0319000116 |
|---|---|
| DIST-CO-RTE-PM | 03-BUT-162-12.6/15.6 |
| Award Date | 03/17/2020 |
| Closeout Date | 07/09/2021 |
| Work Description | COLD IN-PLACE RECYCLING, RHMA-G OVERLAY, AND COLD PLANE AC PAVEMENT. |
| Location Description | BUTTE COUNTY IN AND NEAR OROVILLE FROM 0.8 MILE EAST OF WILBUR ROAD TO FEATHER RIVER BRIDGE |
| QA Service Level | 1 (Verified on 03/24/2020) |
Sample Information
| Sample Taken Date | 07/22/2020 | 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 | 07/28/2020 |
| Sample type | Department Acceptance | A brief description of the sample | Asphalt Binder |
| The quantity of what the sample constitutes | 2 cans, #13 TEST (779827) | From where was the sample collected | Source |
| First name of sampler or witnessed by | Aragon | Last name of sampler or witnessed by | Aragon |
| Title of sampler | QC | Telephone number of sampler | |
| Laboratory sample identification | Linked DIME Sample ID | ||
| The fabricator/manufacturer/facility name | Unknown | Transportation Laboratory (TL) Number | 779827 |
| 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 64-10 |
|---|---|---|---|
| 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: 2020-07-22-22
DIME Test ID: 2020-07-22-22-6
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: 2020-09-24
Test Results
Input Type: Measured
Tester's full name: Sunday Agude
Date of test: 08/07/2020
Minimum test bath temperature at 240 s: -0.1 C
Maximum test bath temperature at 240 s: 0.1 C
Time of test load application: 12:14:20 HH:MM:SS
File name of test data: 20082704
Time beam in bath: 60
Time test started: 12:14:20 HH:MM:SS
Flags issued by software during test: N/A
Correlation coefficient (R²): 0.99998
Regression coefficient a: 2.16
Regression coefficient b: -0.298
Regression coefficient c: -0.0423
Load at time 0.0: 35.0 mN
Deflection at time 0.0 s: 0.000 µm
Load at time 0.5 s: 938.0 mN
Deflection at time 0.5 s: 0.393 µm
Load at 60.0 s: 932.0 mN
Beam deflection 60.0 s: 2.410 µm
Measured Stiffness Modulus 60.0 s: 31.200 mPa
Estimated Stiffness Modulus 60.0 s: 31.200 mPa
Difference between stiffness moduli 60.0 s: -0.32 %
Estimated m-value 60.0 s: 0.448
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 9/24/2020 ✔