Summary for Test 2023-08-07-64-4
Test performed: AASHTO T313-22Project Information
| Project Identifiers | Project ID: 994387 DEA: 023J7704 EFIS: 0222000082 |
|---|---|
| DIST-CO-RTE-PM | 02-SIS-96-97.2/103.0 |
| Award Date | 12/23/2022 |
| Closeout Date | 04/11/2024 |
| Work Description | RHMA OVERLAY, REPLACE AC SURFACING, GUARDRAIL AND TRAFFIC STRIPE. |
| Location Description | SISKIYOU COUNTY ABOUT 21 MILES EAST OF HORSE CREEK FROM 4.2 MILES EAST OF EMPIRE CREEK BRIDGE TO 0.4 MILE WEST OF ROUTE 263 |
| QA Service Level | 1 (Verified on 03/28/2023) |
Sample Information
| Sample Taken Date | 08/07/2023 | Sample Unique Key | 64 |
|---|---|---|---|
| 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 | 08/18/2023 |
| Sample type | Acceptance | A brief description of the sample | PG 58-22 |
| The quantity of what the sample constitutes | 1 OF 2 | From where was the sample collected | Job Site |
| First name of sampler or witnessed by | C | Last name of sampler or witnessed by | ROGERS |
| Title of sampler | Telephone number of sampler | ||
| Laboratory sample identification | Linked DIME Sample ID | ||
| The fabricator/manufacturer/facility name | TULLIS | Transportation Laboratory (TL) Number | 825026 |
| Inspector Lot Number from the Transportation Laboratory (TL) Form | Structure unique identifier | ||
| Structure name |
Material Information
| Material Type | Asphalt Binder | Performance Grade | PG 58-22 |
|---|---|---|---|
| Modified | Lot number | ||
| Sublot number | Tank number | ||
| Time of sample | HMA Supplier | ||
| Certified Asphalt Supplier | Valero Marketing & Supply - Benicia CA | Multigrade | No |
| Multigrade Type | Asphalt Binder Mix Number |
Test Details
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DIME Sample ID: 2023-08-07-64
DIME Test ID: 2023-08-07-64-4
Testing Lab: CT HQ - Sacramento Asphalt Binder Laboratory
Test Method: AASHTO T313-22: Standard Method of Test for Determining the Flexural Creep Stiffness of Asphalt Binder Using the Bending Beam Rheometer (BBR)
Test Release Date: 2023-09-06
Test Results
Input Type: Measured
Tester's full name: Esther Foo
Date of test: 09/06/2023
Minimum test bath temperature at 240 s: no data
Maximum test bath temperature at 240 s: no data
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: 0.0 mN
Beam deflection 60.0 s: 0.000 µm
Measured Stiffness Modulus 60.0 s: 77.200 mPa
Estimated Stiffness Modulus 60.0 s: 77.000 mPa
Difference between stiffness moduli 60.0 s: no data
Estimated m-value 60.0 s: 0.393
General comments (publicly viewable) (Max 1000 characters): BBR
Test was verified on 9/6/2023 ✔