U.S. Department of Transportation
Federal Highway Administration
1200 New Jersey Avenue, SE
Washington, DC 20590
202-366-4000
Federal Highway Administration Research and Technology
Coordinating, Developing, and Delivering Highway Transportation Innovations
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| Project | Latitude | Longitude | City | State / Province | Country | Name | Foundation Type | Length (ft) | Diameter (in) | Number of Load Tests | Load Test Type | Load Direction | Installation Method | Dynamic Measurments Available | Exploration Data Available | General Soil Condition |
|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|
| I-405 and SR-22 HOV Connector Separation Bridge (Caltrans Bridge No. 55-1103E) | 33.77 | -118.04 | Rossmoor | California | United States | TP-10 | Steel Pipe Open | 100 | 48 | 1 | Static | Compression | Vibrated and Impact Driven | N | Y | Variable |
| I-405 and SR-22 HOV Connector Separation Bridge (Caltrans Bridge No. 55-1103E) | 33.77 | -118.04 | Rossmoor | California | United States | TP-9 | Steel Pipe Open | 75 | 48 | 1 | Static | Compression | Vibrated and Impact Driven | N | Y | Variable |
| I-880 Port of Oakland Connector Viaduct (Caltrans Bridge No. 33-0612E) | 37.82 | -122.3 | Oakland | California | United States | TP-9 | Steel Pipe Open | 88.3 | 504 | 1 | Static | Tension | Impact Driven Only | N | Y | Cohesive |
| I-880 Port of Oakland Connector Viaduct (Caltrans Bridge No. 33-0612E) | 37.82 | -122.3 | Oakland | California | United States | TP-9 | Steel Pipe Open | 88.3 | 504 | 1 | Static | Compression | Impact Driven Only | N | Y | Cohesive |
| Legislative Route 795 section B-6 Philadelphia, Pennsylvania | 39.95 | -75.17 | Philadelphia | Pennsylvania | United States | TP-D | Steel Pipe Open | 86.2 | 30 | 1 | Static | Compression | Impact Driven Only | N | Y | Variable |
| Legislative Route 795 section B-6 Philadelphia, Pennsylvania | 39.95 | -75.17 | Philadelphia | Pennsylvania | United States | TP-C | Steel Pipe Open | 64.2 | 30 | 1 | Static\ | Compression | Impact Driven Only | N | Y | Variable |
| Legislative Route 795 section B-6 Philadelphia, Pennsylvania | 39.95 | -75.17 | Philadelphia | Pennsylvania | United States | TP-E | Steel Pipe Open | 96 | 30 | 1 | Static | Compression | Impact Driven Only | N | Y | Variable |
| Louisiana Highway 1 Improvements Load Test Data Phase 1B (Concrete Cylinder Piles) | 29.25 | -90.21 | LaFourche Parish | Louisiana | United States | T3 | Concrete Cylinder | 160 | 54 | 1 | Statnamic | Compression | Impact Driven Only | N | Y | Cohesive |
| Louisiana Highway 1 Improvements Load Test Data Phase 1B (Concrete Cylinder Piles) | 29.25 | -90.21 | LaFourche Parish | Louisiana | United States | T2 | Concrete Cylinder | 160 | 54 | 1 | Statnamic | Compression | Impact Driven Only | N | Y | Cohesive |
| Louisiana Highway 1 Improvements Load Test Data Phase 1B (Steel Pipe Pile) | 29.25 | -90.21 | LaFourche Parish | Louisiana | United States | T-3-1 | Steel Pipe Open | 195 | 30 | 1 | Static | Compression | Impact Driven Only | N | Y | Variable |
| Nippon Steel Corporation/Blast Furnace Foundations in Japan | 35.6 | 140.1 | Chiba | Japan | HS-97 | Steel Pipe Open | 82 | 47.2 | 1 | Static | Compression | Impact Driven Only | N | Y | Non-Cohesive | |
| Nippon Steel Corporation/Blast Furnace Foundations in Japan | 35.6 | 140.1 | Chiba | Japan | BF-61 | Steel Pipe Open | 75.6 | 47.2 | 1 | Static | Compression | Impact Driven Only | N | Y | Non-Cohesive | |
| Nippon Steel Corporation/Blast Furnace Foundations in Japan | 35.6 | 140.1 | Chiba | Japan | BF-47 | Steel Pipe Open | 87.8 | 47.2 | 1 | Static | Compression | Impact Driven Only | N | Y | Non-Cohesive | |
| Nippon Steel Corporation/Blast Furnace Foundations in Japan | 35.6 | 140.1 | Chiba | Japan | HS-40 | Steel Pipe Open | 63.2 | 47.2 | 1 | Static | Compression | Impact Driven Only | N | Y | Non-Cohesive | |
| Nippon Steel Corporation/Blast Furnace Foundations in Japan | 35.6 | 140.1 | Chiba | Japan | HS-41 | Steel Pipe Open | 80.9 | 47.2 | 1 | Static | Compression | Impact Driven Only | N | Y | Non-Cohesive | |
| Nippon Steel Corporation/Blast Furnace Foundations in Japan | 35.6 | 140.1 | Chiba | Japan | H-27 | Steel Pipe Open | 69.7 | 47.2 | 1 | Static | Compression | Impact Driven Only | Y | Y | Non-Cohesive | |
| Pitt River Bridge | 49.25 | -122.73 | Port Coquitlam | Canada | Pile-P5 | Steel Pipe Open | 333.01 | 71.81 | 1 | Static | Compression | Vibrated and Impact Driven | N | Y | Variable | |
| Port of Oakland Connector Viaduct Maritime On/Off-Ramps (Caltrans Bridge No. 33-612E) | 37.82 | -122.3 | Oakland | California | United States | TP9-27NC1 | Steel Pipe Open | 97 | 42 | 1 | Static | Tension | Impact Driven Only | N | Y | Variable |
| Port of Oakland Connector Viaduct Maritime On/Off-Ramps (Caltrans Bridge No. 33-612E) | 37.82 | -122.3 | Oakland | California | United States | TP9-27NC1 | Steel Pipe Open | 97 | 42 | 1 | Static | Compression | Impact Driven Only | N | Y | Variable |
| Port of Oakland Connector Viaduct Maritime On/Off-Ramps (Caltrans Bridge No. 33-612E) | 37.82 | -122.3 | Oakland | California | United States | TP3-10NC1 | Steel Pipe Open | 98 | 42 | 1 | Static | Tension | Impact Driven Only | N | Y | Variable |
| Port of Oakland Connector Viaduct Maritime On/Off-Ramps (Caltrans Bridge No. 33-612E) | 37.82 | -122.3 | Oakland | California | United States | TP3-10NC1 | Steel Pipe Open | 98 | 42 | 1 | Static | Compression | Impact Driven Only | N | Y | Variable |
| Port of Oakland Connector Viaduct Maritime On/Off-Ramps (Caltrans Bridge No. 33-612E) | 37.82 | -122.3 | Oakland | California | United States | TP6-17NC1 | Steel Pipe Open | 103 | 42 | 1 | Static | Tension | Impact Driven Only | N | Y | Cohesive |
| Port of Oakland Connector Viaduct Maritime On/Off-Ramps (Caltrans Bridge No. 33-612E) | 37.82 | -122.3 | Oakland | California | United States | TP6-17NC1 | Steel Pipe Open | 103 | 42 | 1 | Static | Compression | Impact Driven Only | N | Y | Cohesive |
| San Mateo-Hayward Bridge (Caltrans Bridge No. 35-0054) | 37.6 | -122.21 | San Mateo | California | United States | TP-SiteB | Concrete Cylinder | 133.86 | 41.93 | 1 | Static | Compression | Impact Driven Only | N | Y | Variable |
| San Mateo-Hayward Bridge (Caltrans Bridge No. 35-0054) | 37.6 | -122.21 | San Mateo | California | United States | TP-SiteA | Concrete Cylinder | 138.62 | 41.93 | 1 | Static | Compression | Impact Driven Only | N | Y | Non-Cohesive |
| Seal Beach Blvd OC (Caltrans Bridge No. 55-1099) | 33.77 | -118.09 | Seal Beach | California | United States | TP-2A2 | Steel Pipe Open | 112.5 | 48 | 1 | Static | Compression | Impact Driven Only | N | Y | Non-Cohesive |
| St. George Island Bridge Replacement – Pier 124 (Test Pile LT-5) | 29.66 | -84.88 | St. George Island | Florida | United States | LT-5 | Concrete Cylinder | 80 | 54 | 1 | Static | Compression | Impact Driven Only | N | Y | Non-Cohesive |
| St. George Island Bridge Replacement – Pier 124 (Test Pile LT-5) | 29.66 | -84.88 | St. George Island | Florida | United States | LT-5 | Concrete Cylinder | 80 | 54 | 1 | Statnamic | Compression | Impact Driven Only | N | Y | Non-Cohesive |
| St. George Island Bridge Replacement – Pier 152 (Test Pile LT-6) | 29.66 | -84.88 | St. George Island | Florida | United States | LT-6 | Concrete Cylinder | 96 | 54 | 1 | Statnamic | Compression | Impact Driven Only | Y | Y | Rock |
| St. George Island Bridge Replacement – Pier 20 (Test Pile LT-1) | 29.66 | -84.88 | St. George Island | Florida | United States | LT-1 | Concrete Cylinder | 80 | 54 | 1 | Static | Compression | Impact Driven Only | Y | Y | Rock |
| St. George Island Bridge Replacement – Pier 20 (Test Pile LT-1) | 29.66 | -84.88 | St. George Island | Florida | United States | LT-1 | Concrete Cylinder | 80 | 54 | 3 | Statnamic | Compression | Impact Driven Only | Y | Y | Rock |
| St. George Island Bridge Replacement – Pier 46/47 (Test Pile LT-2) | 29.66 | -84.88 | St. George Island | Florida | United States | LT-2 | Concrete Cylinder | 80 | 54 | 1 | Static | Compression | Impact Driven Only | Y | Y | Non-Cohesive |
| St. George Island Bridge Replacement – Pier 46/47 (Test Pile LT-2) | 29.66 | -84.88 | St. George Island | Florida | United States | LT-2 | Concrete Cylinder | 80 | 54 | 3 | Statnamic | Compression | Impact Driven Only | Y | Y | Non-Cohesive |
| St. George Island Bridge Replacement – Pier 48/49 (Test Pile LT-3) | 29.66 | -84.88 | St. George Island | Florida | United States | LT-3 | Concrete Cylinder | 80 | 54 | 1 | Statnamic | Compression | Impact Driven Only | Y | Y | Rock |
| St. George Island Bridge Replacement – Pier 48/49 (Test Pile LT-3) | 29.66 | -84.88 | St. George Island | Florida | United States | LT-3 | Concrete Cylinder | 80 | 54 | 1 | Static | Compression | Impact Driven Only | Y | Y | Rock |
| St. George Island Bridge Replacement – Pier 88 (Test Pile LT-4) | 29.66 | -84.88 | St. George Island | Florida | United States | LT-4 | Concrete Cylinder | 80 | 54 | 1 | Statnamic | Compression | Impact Driven Only | Y | Y | Rock |
| T.H. 43 Bridge, Pier 13, Minnesota | 44.01 | -91.75 | Winona | Minnesota | United States | TestPile | Steel Pipe Open | 141.4 | 42 | 1 | Statnamic | Compression | Vibrated and Impact Driven | N | Y | Rock |
| Trans-Tokyo Bay Highway | 35.69 | 139.69 | Tokyo | Japan | TP-1 | Steel Pipe Open | 203.41 | 78.74 | 1 | Static | Compression | Impact Driven Only | N | Y | Variable | |
| US 90 Rigolets Pass Bridge | 30.17 | -89.73 | Slidell | Louisiana | United States | TP-4 | Concrete Cylinder | 176 | 66 | 1 | Statnamic | Compression | Impact Driven Only | N | Y | Cohesive |
| US 90 Rigolets Pass Bridge | 30.17 | -89.73 | Slidell | Louisiana | United States | TP-3 | Concrete Cylinder | 183 | 66 | 1 | Statnamic | Compression | Impact Driven Only | N | Y | Cohesive |
| US 90 Rigolets Pass Bridge | 30.17 | -89.73 | Slidell | Louisiana | United States | TP-2 | Concrete Cylinder | 153 | 66 | 1 | Statnamic | Compression | Impact Driven Only | N | Y | Cohesive |
| US 98 Hathaway Bridge Replacement | 30.19 | -85.74 | Panama City | Florida | United States | TP-3 | Concrete Cylinder | 130 | 60 | 1 | Statnamic | Compression | Impact Driven Only | N | Y | Non-Cohesive |
| US 98 Hathaway Bridge Replacement | 30.19 | -85.74 | Panama City | Florida | United States | TP-2 | Concrete Cylinder | 130 | 60 | 1 | Statnamic | Compression | Impact Driven Only | Y | Y | Non-Cohesive |
| US 98 Hathaway Bridge Replacement | 30.19 | -85.74 | Panama City | Florida | United States | TP-1 | Concrete Cylinder | 130 | 60 | 1 | Statnamic | Compression | Impact Driven Only | Y | Y | Non-Cohesive |
| Static load test-Site No. 3b,Zone C | C154 assumed drilled shaft, since Steel H pile was cast in place with concrete. | Tension | 37 | -122 | Oakland | California | United States | Drilled Shaft, Caisson, or Pier | Drilled Shaft | Static | 37.1 | 24 | N | Y | |
|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|
| STOVALL | Pile ID: B8-14 | Compression | 27.57 | -82.21 | Tampa | Florida | United States | Drilled Shaft, Caisson, or Pier | Drilled Shaft | Statnamic | 23.49 | N | Y | ||
| STOVALL | Pile ID: B8-14 | Compression | 27.57 | -82.21 | Tampa | Florida | United States | Drilled Shaft, Caisson, or Pier | Drilled Shaft | Statnamic | 23.49 | N | Y | ||
| STOVALL | Pile ID: B8-14 | Compression | 27.57 | -82.21 | Tampa | Florida | United States | Drilled Shaft, Caisson, or Pier | Drilled Shaft | Statnamic | 23.49 | N | Y | ||
| STOVALL | Pile ID: F-9 | Compression | 27.57 | -82.21 | Tampa | Florida | United States | Drilled Shaft, Caisson, or Pier | Drilled Shaft | Statnamic | 24.8 | N | Y | ||
| STOVALL | Pile ID: F-9 | Compression | 27.57 | -82.21 | Tampa | Florida | United States | Drilled Shaft, Caisson, or Pier | Drilled Shaft | Statnamic | 24.8 | N | Y | ||
| STOVALL | Pile ID: F-9 | Compression | 27.57 | -82.21 | Tampa | Florida | United States | Drilled Shaft, Caisson, or Pier | Drilled Shaft | Statnamic | 24.8 | N | Y | ||
| STOVALL | Pile ID: F-9 | Compression | 27.57 | -82.21 | Tampa | Florida | United States | Drilled Shaft, Caisson, or Pier | Drilled Shaft | Statnamic | 24.8 | N | Y | ||
| Tensile test results at Bent WU-28 | 37.79 | -122.55 | San Francisco | California | United States | N | Non-Cohesive | ||||||||
| Tensile test results at Bent WU-28 | Pile 19 | Tension | 37.79 | -122.55 | San Francisco | California | United States | Steel pipe Open | Impact Driven Only | Static | 29.6 | 15.98 | N | Y | |
| Toys R'US Pennsylvania | Test Pile. Foundation ID : TP | Compression | 40 | -75 | Philadelphia | Pennsylvania | United States | Timber | Impact Driven Only | Static | 40 | 14 | N | Y | |
| Vienna, Virginia shaft | Assigned Found ID | Compression | 38 | -77 | Vienna | Virginia | United States | Drilled Shaft, Caisson, or Pier | drilled Shaft | Static | 33.5 | 36 | N | N | |
| Westshore 2 | Pile Id: DS1 | Compression | 27.51 | -82.35 | Tampa | Florida | United States | Drilled Shaft, Caisson, or Pier | drilled Shaft | Statnamic | 23.33 | N | Y | ||
| Westshore 2 | Pile Id: DS1 | Compression | 27.51 | -82.35 | Tampa | Florida | United States | Drilled Shaft, Caisson, or Pier | drilled Shaft | Statnamic | 23.33 | N | Y | ||
| Westshore 2 | Pile Id: DS1 | Compression | 27.51 | -82.35 | Tampa | Florida | United States | Drilled Shaft, Caisson, or Pier | drilled Shaft | Statnamic | 23.33 | N | Y | ||
| Westshore Mall | 27.51 | -82.35 | Tampa | Florida | United States | N |
