Summary for Test 2021-03-04-17-6
Test performed: AASHTO T313-19Project Information
| Project Identifiers | Project ID: 213700 DEA: 020H9004 EFIS: 0215000077 |
|---|---|
| DIST-CO-RTE-PM | 02-BUT-70-41.9/42.3 |
| Award Date | 05/07/2020 |
| Closeout Date | 11/01/2021 |
| Work Description | REMOVE CULVERTS AND CONSTRUCT BRIDGE |
| Location Description | BUTTE COUNTY NEAR PULGA FROM 2.5 MILES WEST OF PENSTOCK UNDERCROSSING TO 2.1 MILES WEST OF PENSTOCK UNDERCROSSING |
| QA Service Level | 1 (Verified on 01/03/2019) |
Sample Information
| Sample Taken Date | 03/04/2021 | Sample Unique Key | 17 |
|---|---|---|---|
| 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 | 03/22/2021 |
| Sample type | Acceptance | A brief description of the sample | Asphalt Binder Modified |
| The quantity of what the sample constitutes | 2 of 2 cans | From where was the sample collected | Job Site |
| First name of sampler or witnessed by | Monte | Last name of sampler or witnessed by | Spencer |
| Title of sampler | TET | Telephone number of sampler | |
| Laboratory sample identification | Linked DIME Sample ID | ||
| The fabricator/manufacturer/facility name | Marathan | Transportation Laboratory (TL) Number | 896989 |
| 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 | |
| Sublot number | Tank number | ||
| Time of sample | HMA Supplier | ||
| Certified Asphalt Supplier | Marathon Petroleum Co. LP - Bakersfield CA | Multigrade | Not set |
| Multigrade Type | Not set | Asphalt Binder Mix Number | Not set |
Test Details
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DIME Sample ID: 2021-03-04-17
DIME Test ID: 2021-03-04-17-6
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: 2021-03-26
Test Results
Input Type: Measured
Tester's full name: Harish Thakur
Date of test: 03/25/2021
Minimum test bath temperature at 240 s: -18.0 C
Maximum test bath temperature at 240 s: -17.9 C
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: 83.900 mPa
Estimated Stiffness Modulus 60.0 s: 83.800 mPa
Difference between stiffness moduli 60.0 s: no data
Estimated m-value 60.0 s: 0.326
General comments (publicly viewable) (Max 1000 characters): as per 2018 standard specs
Test was verified on 3/26/2021 ✔