Summary for Test 2023-10-02-36-13
Test performed: AASHTO T313-19Project Information
| Project Identifiers | Project ID: 994883 DEA: 081K0404 EFIS: 0818000187 Permit Numbers: 0822NOP2301 |
|---|---|
| DIST-CO-RTE-PM | 08-SBD-SR-210-15.7/16.2 |
| Award Date | 05/09/2023 |
| Closeout Date | Not set |
| Work Description | Interchange Improvements - various additional lanes, roadway widening, SW, C&G, RW, MBGR, striping, pavement markings, signals, and lighting. |
| Location Description | SR210/Alder Avenue Interchange in Rialto, CA. |
| QA Service Level | 2 (Verified on 03/19/2025) |
Sample Information
| Sample Taken Date | 10/02/2023 | Sample Unique Key | 36 |
|---|---|---|---|
| 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 | 10/02/2023 |
| Sample type | Quality Assurance | A brief description of the sample | Modified Asphalt Binder PG 64-28M |
| The quantity of what the sample constitutes | 1 | From where was the sample collected | Source |
| First name of sampler or witnessed by | Mike | Last name of sampler or witnessed by | mohammed |
| Title of sampler | Telephone number of sampler | ||
| Laboratory sample identification | Linked DIME Sample ID | ||
| The fabricator/manufacturer/facility name | All American Asphalt | Transportation Laboratory (TL) Number | |
| Inspector Lot Number from the Transportation Laboratory (TL) Form | Structure unique identifier | ||
| Structure name | Bid Item | Not set |
Material Information
| Material Type | Asphalt Binder | Performance Grade | PG 64-28 M |
|---|---|---|---|
| Modified | Lot number | ||
| Sublot number | Tank number | ||
| Time of sample | HMA Supplier | ||
| Certified Asphalt Supplier | Seventeen Twenty Oil Company - Corona CA | Multigrade | No |
| Multigrade Type | Asphalt Binder Mix Number |
Test Details
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DIME Sample ID: 2023-10-02-36
DIME Test ID: 2023-10-02-36-13
Testing Lab: CT D08 - Fontana Southern Regional 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: 2023-11-04
Test Results
Input Type: Calculated
Tester's full name: Sunday Agude
Date of test: 10/04/2023
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: 210.930 mPa
Estimated Stiffness Modulus 60.0 s: no data
Difference between stiffness moduli 60.0 s: no data
Estimated m-value 60.0 s: 0.300
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 11/4/2023 ✔