Summary for Test 2024-05-20-146-5
Test performed: AASHTO T313-22Project Information
| Project Identifiers | Project ID: 214135 DEA: 09213404 EFIS: 0900000030 |
|---|---|
| DIST-CO-RTE-PM | 09-INY-395-29.9/41.8 |
| Award Date | 10/22/2021 |
| Closeout Date | Not set |
| Work Description | ROADWAY EXCAVATION, PLACE HMA (TYPE A), AND ALTERNATIVE PIPE CULVERT. |
| Location Description | INYO COUNTY NEAR OLANCHA AND CARTAGO FROM 1.4 MILES SOUTH OF LOS ANGELES AQUEDUCT BRIDGE TO 0.2 MILE SOUTH OF ASH CREEK BRIDGE |
| QA Service Level | 1 (Verified on 05/03/2019) |
Sample Information
| Sample Taken Date | 05/20/2024 | Sample Unique Key | 146 |
|---|---|---|---|
| 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 | 06/12/2024 |
| Sample type | Acceptance | A brief description of the sample | Asphalt Binder Sample |
| The quantity of what the sample constitutes | 1 Can | From where was the sample collected | Source |
| First name of sampler or witnessed by | J. | Last name of sampler or witnessed by | Kupeula |
| Title of sampler | Telephone number of sampler | ||
| Laboratory sample identification | Linked DIME Sample ID | ||
| The fabricator/manufacturer/facility name | San Juaquin Refining Co. | Transportation Laboratory (TL) Number | C729367 |
| 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 | 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: 2024-05-20-146
DIME Test ID: 2024-05-20-146-5
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: 2024-06-19
Test Results
Input Type: Measured
Tester's full name: Hamidullah Barati
Date of test: 06/18/2024
Minimum test bath temperature at 240 s: 0 C
Maximum test bath temperature at 240 s: 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 mN
Deflection at time 0.0 s: 0 µm
Load at time 0.5 s: 0 mN
Deflection at time 0.5 s: 0 µm
Load at 60.0 s: 0 mN
Beam deflection 60.0 s: 0 µm
Measured Stiffness Modulus 60.0 s: 277 mPa
Estimated Stiffness Modulus 60.0 s: 278 mPa
Difference between stiffness moduli 60.0 s: no data
Estimated m-value 60.0 s: 0.359
General comments (publicly viewable) (Max 1000 characters): BBR
Test was verified on 6/19/2024 ✔