Summary for Test 2021-11-29-24-4
Test performed: AASHTO T313-19Project Information
| Project Identifiers | Project ID: 208942 DEA: 100Y2104 EFIS: 1013000104 COOP: 10415 |
|---|---|
| DIST-CO-RTE-PM | 10-TUO-108-R4.3/R5.1 |
| Award Date | 07/17/2020 |
| Closeout Date | 05/11/2023 |
| Work Description | MODIFY AND WIDEN STRUCTURE |
| Location Description | AT PEACEFUL OAK ROAD INTERCHANGE ,PART OF EAST SONORA BYPASS |
| QA Service Level | 1 (Verified on 12/06/2013) |
Sample Information
| Sample Taken Date | 11/29/2021 | Sample Unique Key | 24 |
|---|---|---|---|
| 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 | 12/06/2021 |
| Sample type | Acceptance | A brief description of the sample | Asphalt Binder PG 70-10 |
| The quantity of what the sample constitutes | 2CANS | From where was the sample collected | Source |
| First name of sampler or witnessed by | M | Last name of sampler or witnessed by | COZAD |
| Title of sampler | inspector | Telephone number of sampler | |
| Laboratory sample identification | GRI-CLEMENTS | Linked DIME Sample ID | |
| The fabricator/manufacturer/facility name | Valero-Benicia Asphalt Plant | Transportation Laboratory (TL) Number | 21MC0085 |
| 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 | Yes | Lot number | |
| Sublot number | Tank number | ||
| Time of sample | HMA Supplier | GRI | |
| Certified Asphalt Supplier | Valero Marketing & Supply - Benicia CA | Multigrade | No |
| Multigrade Type | Asphalt Binder Mix Number | Not set |
Test Details
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DIME Sample ID: 2021-11-29-24
DIME Test ID: 2021-11-29-24-4
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: 2021-12-20
Test Results
Input Type: Measured
Tester's full name: Ruben Macias
Date of test: 12/16/2021
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: 993.0 mN
Beam deflection 60.0 s: 1.511 µm
Measured Stiffness Modulus 60.0 s: 53.000 mPa
Estimated Stiffness Modulus 60.0 s: 53.000 mPa
Difference between stiffness moduli 60.0 s: no data
Estimated m-value 60.0 s: 0.419
General comments (publicly viewable) (Max 1000 characters): per 2018 standard specification
Test was verified on 12/20/2021 ✔