Summary for Test 2021-04-21-19-5
Test performed: AASHTO T313-19Project Information
| Project Identifiers | Project ID: 215307 DEA: 033F5004 EFIS: 0313000019 |
|---|---|
| DIST-CO-RTE-PM | 03-GLE-5-R7.4/R17.0 |
| Award Date | 01/04/2021 |
| Closeout Date | 11/30/2021 |
| Work Description | PLACE HMA (TYPE A) AND MODIFY INTERCONNECTION CONDUIT AND CABLE. |
| Location Description | GLENN COUNTY IN AND NEAR WILLOWS AT VARIOUS LOCATIONS FROM COUNTY ROAD 57 OVERCROSSING TO COUNTY ROAD 33 OVERCROSSING |
| QA Service Level | 1 (Verified on 12/02/2020) |
Sample Information
| Sample Taken Date | 04/21/2021 | Sample Unique Key | 19 |
|---|---|---|---|
| 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 | 04/29/2021 |
| Sample type | Acceptance | A brief description of the sample | PG 64-16 |
| The quantity of what the sample constitutes | one out of one | From where was the sample collected | Manufacturer |
| First name of sampler or witnessed by | Brad (WITNESS) | Last name of sampler or witnessed by | McKeehan |
| Title of sampler | TET | Telephone number of sampler | |
| Laboratory sample identification | Linked DIME Sample ID | ||
| The fabricator/manufacturer/facility name | Knife River Construction - Orland Drum Plant | Transportation Laboratory (TL) Number | C724331 |
| Inspector Lot Number from the Transportation Laboratory (TL) Form | Structure unique identifier | ||
| Structure name |
Material Information
| Material Type | Asphalt Binder | Performance Grade | PG 64-16 |
|---|---|---|---|
| Modified | No | Lot number | 1 |
| Sublot number | 3 | Tank number | |
| Time of sample | HMA Supplier | KRC Orland | |
| Certified Asphalt Supplier | Valero Marketing & Supply - Benicia CA | Multigrade | No |
| Multigrade Type | Not set | Asphalt Binder Mix Number | Not set |
Test Details
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DIME Sample ID: 2021-04-21-19
DIME Test ID: 2021-04-21-19-5
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: 2021-05-05
Test Results
Input Type: Measured
Tester's full name: Ruben Macias
Date of test: 05/04/2021
Minimum test bath temperature at 240 s: -6.1 C
Maximum test bath temperature at 240 s: -6.0 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: 1002.0 mN
Beam deflection 60.0 s: 1.673 µm
Measured Stiffness Modulus 60.0 s: 48.300 mPa
Estimated Stiffness Modulus 60.0 s: 48.200 mPa
Difference between stiffness moduli 60.0 s: 0.21 %
Estimated m-value 60.0 s: 0.491
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 5/5/2021 ✔