Summary for Test 2022-04-13-52-4
Test performed: AASHTO T313-19Project Information
| Project Identifiers | Project ID: 993396 DEA: 060Y4204 EFIS: 0619000020 |
|---|---|
| DIST-CO-RTE-PM | 06-FRE-145-0.0/20.3,26.1/33.6 |
| Award Date | 12/31/2021 |
| Closeout Date | 03/28/2023 |
| Work Description | CONSTRUCT RUMBLE STRIPS AND TRAFFIC MONITORING STATION SYSTEMS. |
| Location Description | FRESNO COUNTY NEAR FIVE POINTS FROM ROUTE 33/5 SEPARATION TO KAMM AVENUE AND FROM MANNING AVENUE TO CHURCH AVENUE |
| QA Service Level | 1 (Verified on 11/15/2021) |
Sample Information
| Sample Taken Date | 04/13/2022 | Sample Unique Key | 52 |
|---|---|---|---|
| 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 | 04/29/2022 |
| Sample type | Department Acceptance | A brief description of the sample | BINDER |
| The quantity of what the sample constitutes | 1 CAN | From where was the sample collected | Source |
| First name of sampler or witnessed by | VULCAN | Last name of sampler or witnessed by | VULCAN |
| Title of sampler | Telephone number of sampler | ||
| Laboratory sample identification | Linked DIME Sample ID | ||
| The fabricator/manufacturer/facility name | San Joaquin Refinery | Transportation Laboratory (TL) Number | 022752 |
| Inspector Lot Number from the Transportation Laboratory (TL) Form | Structure unique identifier | ||
| Structure name |
Material Information
| Material Type | Asphalt Binder | Performance Grade | PG 70-10 |
|---|---|---|---|
| Modified | Lot number | ||
| Sublot number | Tank number | ||
| Time of sample | HMA Supplier | ||
| Certified Asphalt Supplier | San Joaquin Refinery - Bakersfield CA | Multigrade | No |
| Multigrade Type | Asphalt Binder Mix Number | Not set |
Test Details
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DIME Sample ID: 2022-04-13-52
DIME Test ID: 2022-04-13-52-4
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: 2022-05-19
Test Results
Input Type: Measured
Tester's full name: Erika Gonzalez
Date of test: 05/18/2022
Minimum test bath temperature at 240 s: 0.0 C
Maximum test bath temperature at 240 s: 0.0 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: 974.0 mN
Beam deflection 60.0 s: 0.000 µm
Measured Stiffness Modulus 60.0 s: 260.000 mPa
Estimated Stiffness Modulus 60.0 s: 259.000 mPa
Difference between stiffness moduli 60.0 s: no data
Estimated m-value 60.0 s: 0.369
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 5/19/2022 ✔