Summary for Test 2023-06-26-63-8
Test performed: AASHTO T313-22Project Information
| Project Identifiers | Project ID: 994749 DEA: 120T6504 EFIS: 1222000075 |
|---|---|
| DIST-CO-RTE-PM | 12-ORA-57-11.5/18.6 |
| Award Date | 01/12/2023 |
| Closeout Date | 02/02/2024 |
| Work Description | Cold plane AC Pavement and place RHMA. |
| Location Description | FOR CONSTRUCTION ON STATE HIGHWAY IN ORANGE COUNTY IN ORANGE, ANAHEIM, PLACENTIA, AND FULLERTON FROM 0.2 MILE SOUTH OF ORANGEWOOD AVENUE UNDERCROSSING TO 0.3 MILE NORTH OF YORBA LINDA BOULEVARD OVERCROSSING AT VARIOUS LOCATIONS |
| QA Service Level | 1 (Verified on 07/07/2023) |
Sample Information
| Sample Taken Date | 06/26/2023 | Sample Unique Key | 63 |
|---|---|---|---|
| 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 | 06/29/2023 |
| Sample type | Per Request | A brief description of the sample | PG Asphalt Binder |
| The quantity of what the sample constitutes | 1 Quart Can | From where was the sample collected | Supplier |
| First name of sampler or witnessed by | RJ Noble QC | Last name of sampler or witnessed by | RJ Noble QC |
| Title of sampler | Telephone number of sampler | ||
| Laboratory sample identification | 0345-23 | Linked DIME Sample ID | |
| The fabricator/manufacturer/facility name | RJ Noble-Orange | 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 64-16 |
|---|---|---|---|
| Modified | No | Lot number | |
| Sublot number | Tank number | ||
| Time of sample | HMA Supplier | ||
| Certified Asphalt Supplier | Lunday Thagard Company-World Oil - South Gate CA | Multigrade | No |
| Multigrade Type | Asphalt Binder Mix Number |
Test Details
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DIME Sample ID: 2023-06-26-63
DIME Test ID: 2023-06-26-63-8
Testing Lab: CT D08 - Fontana Southern Regional 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: 2023-09-14
Test Results
Input Type: Calculated
Tester's full name: Majid Essa
Date of test: 08/04/2023
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: 85.700 MPa
Estimated Stiffness Modulus 60.0 s: no data
Difference between stiffness moduli 60.0 s: no data
Estimated m-value 60.0 s: 0.309
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 9/14/2023 ✔