Summary for Test 2024-04-19-34-5
Test performed: AASHTO T313-22Project Information
| Project Identifiers | Project ID: 993855 DEA: 060U4604 EFIS: 0615000309 |
|---|---|
| DIST-CO-RTE-PM | 06-KIN-41-20.0-28.4 |
| Award Date | 06/30/2023 |
| Closeout Date | Not set |
| Work Description | COLD CENTRAL PLANT RECYCLING, HMA AND HMA-OGFC. |
| Location Description | KINGS COUNTY NEAR KETTLEMAN CITY FROM 0.1 MILE SOUTH OF QUAIL AVENUE TO NEVADA AVENUE |
| QA Service Level | 1 (Verified on 05/20/2022) |
Sample Information
| Sample Taken Date | 04/19/2024 | Sample Unique Key | 34 |
|---|---|---|---|
| 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 | 04/25/2024 |
| Sample type | Department Acceptance | A brief description of the sample | HMA PAVING |
| The quantity of what the sample constitutes | 1 CAN PG 64-16 | From where was the sample collected | Supplier |
| First name of sampler or witnessed by | Gurjeet | Last name of sampler or witnessed by | Litt |
| Title of sampler | Telephone number of sampler | ||
| Laboratory sample identification | Linked DIME Sample ID | ||
| The fabricator/manufacturer/facility name | Granite Coalinga | Transportation Laboratory (TL) Number | 027364 |
| Inspector Lot Number from the Transportation Laboratory (TL) Form | 027360 | Structure unique identifier | |
| Structure name |
Material Information
| Material Type | Asphalt Binder | Performance Grade | PG 64-16 |
|---|---|---|---|
| Modified | No | 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 |
Test Details
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DIME Sample ID: 2024-04-19-34
DIME Test ID: 2024-04-19-34-5
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: 2024-04-30
Test Results
Input Type: Measured
Tester's full name: Hamidullah Barati
Date of test: 04/30/2024
Minimum test bath temperature at 240 s: -6.1 C
Maximum test bath temperature at 240 s: -5.9 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: 0.0 mN
Beam deflection 60.0 s: 0.000 µm
Measured Stiffness Modulus 60.0 s: 180.000 mPa
Estimated Stiffness Modulus 60.0 s: 180.000 mPa
Difference between stiffness moduli 60.0 s: no data
Estimated m-value 60.0 s: 0.385
General comments (publicly viewable) (Max 1000 characters): BBR
Test was verified on 4/30/2024 ✔