Summary for Test 2020-07-26-3-6
Test performed: AASHTO T313-19Project Information
| Project Identifiers | Project ID: 214250 DEA: 021H3204 EFIS: 0215000126 |
|---|---|
| DIST-CO-RTE-PM | 02-TEH-99-12.0/12.6 |
| Award Date | 10/09/2019 |
| Closeout Date | 11/01/2021 |
| Work Description | CONSTRUCT CURB RAMPS AND SIDEWALKS. |
| Location Description | TEHAMA COUNTY AT LOS MOLINOS FROM JOSEPHINE STREET TO LOS MOLINOS CREEK BRIDGE |
| QA Service Level | 1 (Verified on 07/22/2019) |
Sample Information
| Sample Taken Date | 07/26/2020 | Sample Unique Key | 3 |
|---|---|---|---|
| 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 | 07/31/2020 |
| Sample type | Acceptance | A brief description of the sample | Asphalt Binder PG 58-34M |
| The quantity of what the sample constitutes | 1 Can #1 Test (853440) | From where was the sample collected | Source |
| First name of sampler or witnessed by | C | Last name of sampler or witnessed by | Bryant |
| Title of sampler | TET | Telephone number of sampler | |
| Laboratory sample identification | Linked DIME Sample ID | ||
| The fabricator/manufacturer/facility name | Valero - Benicia | Transportation Laboratory (TL) Number | 853440 |
| Inspector Lot Number from the Transportation Laboratory (TL) Form | Structure unique identifier | ||
| Structure name |
Material Information
| Material Type | Asphalt Binder | Performance Grade | PG 58-34 M |
|---|---|---|---|
| Modified | Yes | Lot number | |
| Sublot number | Tank number | Not set | |
| Time of sample | Not set | HMA Supplier | Not set |
| Asphalt Binder 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: 2020-07-26-3
DIME Test ID: 2020-07-26-3-6
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: 2020-09-09
Test Results
Input Type: Calculated
Tester's full name: Justin Ellis
Date of test: 08/31/2020
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: 120.000 mPa
Estimated Stiffness Modulus 60.0 s: no data
Difference between stiffness moduli 60.0 s: no data
Estimated m-value 60.0 s: 0.313
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 9/9/2020 ✔