AMD 0005 - 21-54-23019_SP CPT-1 - VsResults.xlsx
XLSX spreadsheet 47 KB Posted
- Solicitation number
- N4008525R2500
About this file
The provided file is an Excel spreadsheet (VsResults.xlsx) containing seismic shear wave velocity test results for a dental clinic replacement project at Marine Corps Recruit Depot Parris Island, South Carolina. The document details a detailed geotechnical investigation (Sounding ID: CPT-1) conducted on 19-Oct-2021, measuring various geophysical parameters including ray path, travel time intervals, and interval velocities at different depths ranging from 2.30 to 100.72 feet.
The associated federal contract opportunity (Solicitation Number: N4008525R2500) is a Fixed Price Construction Contract for Design-Bid-Build project issued by the Department of the Navy Naval Facilities Engineering Command. The project scope includes constructing a replacement dental clinic with backup power, supporting utilities, district steam system connections, special foundations, site improvements, parking, signage, antiterrorism/force protection measures, and environmental protections. The new facility will be elevated to protect against flooding, and the existing Dental Clinic building 674 and Pass and Identification building 602 will be demolished as part of the project.
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Vs Results
| Job No: | 21-54-23019 |
| Client: | Schnabel Engineering |
| Project: | P-7889 Dental Clinic Replacement |
| Sounding ID: | CPT-1 |
| Date: | 19-Oct-2021 |
| Seismic Source: | Beam |
| Source Offset (ft): | 2.00 |
| Source Depth (ft): | 0.00 |
| Geophone Offset (ft): | 0.66 |
SCPTu SHEAR WAVE VELOCITY TEST RESULTS - Vs
Tip Depth
| (ft) | Geophone Depth |
| (ft) | Ray |
Path
| (ft) | Ray Path Difference |
| (ft) | Travel Time Interval |
| (ms) | Interval |
Velocity (ft/s)
| 2.30 | 1.64 | 2.59 | |||
| 5.74 | 5.09 | 5.46 | 2.88 | 6.58 | 437 |
| 8.92 | 8.27 | 8.51 | 3.04 | 4.72 | 644 |
| 12.14 | 11.48 | 11.66 | 3.15 | 6.22 | 506 |
| 15.42 | 14.76 | 14.90 | 3.24 | 6.49 | 500 |
| 18.70 | 18.04 | 18.15 | 3.26 | 5.99 | 544 |
| 21.98 | 21.33 | 21.42 | 3.26 | 8.91 | 366 |
| 25.26 | 24.61 | 24.69 | 3.27 | 8.16 | 401 |
| 28.54 | 27.89 | 27.96 | 3.27 | 7.55 | 433 |
| 31.82 | 31.17 | 31.23 | 3.27 | 7.29 | 449 |
| 35.10 | 34.45 | 34.51 | 3.27 | 6.01 | 545 |
| 38.39 | 37.73 | 37.78 | 3.28 | 4.30 | 762 |
| 41.67 | 41.01 | 41.06 | 3.28 | 3.98 | 824 |
| 44.95 | 44.29 | 44.34 | 3.28 | 4.37 | 750 |
| 48.23 | 47.57 | 47.61 | 3.28 | 4.2 | 780 |
| 51.51 | 50.85 | 50.89 | 3.28 | 4.33 | 757 |
| 54.79 | 54.13 | 54.17 | 3.28 | 3.68 | 890 |
| 58.07 | 57.41 | 57.45 | 3.28 | 3.61 | 908 |
| 61.35 | 60.70 | 60.73 | 3.28 | 4.14 | 791 |
| 64.63 | 63.98 | 64.01 | 3.28 | 4.17 | 786 |
| 67.91 | 67.26 | 67.29 | 3.28 | 3.18 | 1031 |
| 71.19 | 70.54 | 70.57 | 3.28 | 1.39 | 2359 |
| 74.48 | 73.82 | 73.85 | 3.28 | 1.57 | 2094 |
| 77.76 | 77.10 | 77.13 | 3.28 | 1.66 | 1974 |
| 81.04 | 80.38 | 80.41 | 3.28 | 1.33 | 2463 |
| 84.32 | 83.66 | 83.69 | 3.28 | 1.48 | 2223 |
| 87.60 | 86.94 | 86.97 | 3.28 | 1.60 | 2046 |
| 90.88 | 90.22 | 90.25 | 3.28 | 1.35 | 2423 |
| 94.16 | 93.50 | 93.53 | 3.28 | 1.62 | 2025 |
| 97.44 | 96.78 | 96.81 | 3.28 | 1.35 | 2434 |
| 100.72 | 100.07 | 100.09 | 3.28 | 1.38 | 2374 |
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