Summary for Test 2022-06-13-22-4
Test performed: AASHTO T313-19Project Information
| Project Identifiers | Project ID: 993955 DEA: 032J7304 EFIS: 0322000094 |
|---|---|
| DIST-CO-RTE-PM | 03-ED-50,89-63.8/71.0, 6.0/8.0 |
| Award Date | 09/21/2021 |
| Closeout Date | Not set |
| Work Description | Hazard tree/debris removal; rockfall mitigation; replace/clean culverts, catch basins, ditches, debris racks; replace guardrail, pavement, delineation, cannon line; traffic control; erosion control; incidental work. |
| Location Description | Not set |
| QA Service Level | 1 (Verified on 06/27/2022) |
Sample Information
| Sample Taken Date | 06/13/2022 | 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 | 06/15/2022 |
| Sample type | Department Acceptance | A brief description of the sample | Binder PG64-28 |
| The quantity of what the sample constitutes | 1 Can | From where was the sample collected | Source |
| First name of sampler or witnessed by | E | Last name of sampler or witnessed by | Chavez |
| Title of sampler | MATLS | Telephone number of sampler | |
| Laboratory sample identification | Linked DIME Sample ID | ||
| The fabricator/manufacturer/facility name | Granite Lockwood | Transportation Laboratory (TL) Number | 876464 |
| 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 |
|---|---|---|---|
| Modified | No | Lot number | |
| Sublot number | Tank number | ||
| Time of sample | 6/13/2022 | HMA Supplier | |
| Certified Asphalt Supplier | PNAC LLC - Fernley NV | Multigrade | No |
| Multigrade Type | Asphalt Binder Mix Number | Not set |
Test Details
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DIME Sample ID: 2022-06-13-22
DIME Test ID: 2022-06-13-22-4
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: 2022-07-06
Test Results
Input Type: Measured
Tester's full name: Erika Gonzalez
Date of test: 06/30/2022
Minimum test bath temperature at 240 s: -18 C
Maximum test bath temperature at 240 s: -18 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 mN
Deflection at time 0.0 s: 0 µm
Load at time 0.5 s: 0 mN
Deflection at time 0.5 s: 0 µm
Load at 60.0 s: 972 mN
Beam deflection 60.0 s: 0.446 µm
Measured Stiffness Modulus 60.0 s: 175 mPa
Estimated Stiffness Modulus 60.0 s: 175 mPa
Difference between stiffness moduli 60.0 s: 0 %
Estimated m-value 60.0 s: 0.351
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 7/6/2022 ✔