Summary for Test 2023-10-30-57-4
Test performed: AASHTO T313-22Project Information
| Project Identifiers | Project ID: 994412 DEA: 06442564 EFIS: 0620000053 COOP: 061774 |
|---|---|
| DIST-CO-RTE-PM | 06-KER,-46-26.1/30.2 |
| Award Date | 07/17/2023 |
| Closeout Date | 05/09/2025 |
| Work Description | CONVERT 2-LANE CONVENTIONAL HIGHWAY TO A 4-LANE EXPRESSWAY. |
| Location Description | KERN COUNTY IN AND NEAR LOST HILLS FROM 1.3 MILES WEST OF BROWN MATERIAL ROAD TO 0.2 MILE EAST OF CALIFORNIA AQUEDUCT |
| QA Service Level | 1 (Verified on 08/21/2023) |
Sample Information
| Sample Taken Date | 10/30/2023 | Sample Unique Key | 57 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 11/03/2023 | Sample type | Department Acceptance |
| A brief description of the sample | 3/4" Type HMA-SP PG 58-16 R25 | The quantity of what the sample constitutes | 1 Can |
| From where was the sample collected | Other | First name of sampler or witnessed by | KINEDY |
| Last name of sampler or witnessed by | THONEY | Title of sampler | QC |
| Telephone number of sampler | Laboratory sample identification | ||
| Linked DIME Sample ID | The fabricator/manufacturer/facility name | San Joaquin Refining Co Inc | |
| Transportation Laboratory (TL) Number | 754679 | 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 58-16 |
|---|---|---|---|
| Modified | No | Lot number | |
| Sublot number | Tank number | 2002 | |
| Time of sample | 3:45 AM | HMA Supplier | |
| Certified Asphalt Supplier | San Joaquin Refinery - Bakersfield CA | Multigrade | No |
| Multigrade Type | Asphalt Binder Mix Number | 2178 | |
| HMA Type | Not set | HMA Supplier Mix ID Number | Not set |
Test Details
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DIME Sample ID: 2023-10-30-57
DIME Test ID: 2023-10-30-57-4
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: 2023-11-15
Test Results
Input Type: Measured
Tester's full name: Humberto Ramirez
Date of test: 11/13/2023
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: 102.000 MPa
Estimated Stiffness Modulus 60.0 s: 102.000 MPa
Difference between stiffness moduli 60.0 s: no data
Estimated m-value 60.0 s: 0.420
General comments (publicly viewable) (Max 1000 characters): BBR
Test was verified on 11/15/2023 ✔