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LAGOON DRIVE ROAD over SR-227 SBL
Map
Coordinates:
+40.97302, -111.89259
40°58'23" N, 111°53'33" W
+40.97302, -111.89259
40°58'23" N, 111°53'33" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
| Name: | LAGOON DRIVE ROAD over SR-227 SBL |
| Structure number: | 1F 296 |
| Location: | 1.0 MI.SO.of LAGOON INT. |
| Purpose: | Carries highway over highway |
| Route classification: | Principal Arterial - Interstate (Rural) [01] |
| Length of largest span: | 94.2 ft. [28.7 m] |
| Total length: | 99.4 ft. [30.3 m] |
| Roadway width between curbs: | 30.8 ft. [9.4 m] |
| Deck width edge-to-edge: | 31.2 ft. [9.5 m] |
| Vertical clearance below bridge: | 16.4 ft. [5.0 m] |
| Skew angle: | 27° |
| Owner: | State Highway Agency [01] |
| Year built: | 1973 |
| Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
| Design load: | MS 18+Mod / HS 20+Mod [6] |
| Main span material: | Prestressed concrete [5] |
| Main span design: | Stringer/Multi-beam or girder [02] |
| Deck type: | Concrete Cast-in-Place [1] |
| Wearing surface: | Bituminous [6] |
Latest Available Inspection: June 2017
| Good/Fair/Poor Condition: | Good |
| Status: | Open, no restriction [A] |
| Average daily traffic: | 1,939 [as of 2012] |
| Deck condition: | Good [7 out of 9] |
| Superstructure condition: | Good [7 out of 9] |
| Substructure condition: | Good [7 out of 9] |
| Structural appraisal: | Basically intolerable requiring high priority of corrrective action [3] |
| Deck geometry appraisal: | Superior to present desirable criteria [9] |
| Underclearances appraisal: | Meets minimum tolerable limits to be left in place as is [4] |
| Roadway alignment appraisal: | Equal to present minimum criteria [6] |
| Scour condition: | Bridge not over waterway. [N] |
| Sufficiency rating: | 48.2 |
Previous Inspections
| Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
|---|---|---|---|---|---|---|
| June 2017 | Good | Good | Good | Good | 1939 | 48.2 |
| June 2015 | Good | Good | Good | Good | 1939 | 34.6 |
| June 2013 | Good | Good | Good | Good | 1939 | 81.9 |
| June 2011 | Good | Good | Good | Good | 3163 | 76.0 |
| June 2009 | Good | Good | Good | Good | 3163 | 76.0 |
| November 2007 | Good | Good | Good | Good | 2343 | 81.7 |
| August 2005 | Good | Good | Good | Good | 2343 | 81.7 |
| April 2003 | Good | Good | Good | Good | 2343 | 81.7 |
| August 1999 | Good | Good | Good | Good | 2343 | 76.5 |
| July 1997 | Good | Good | Good | Good | 4685 | 75.1 |
| November 1995 | Good | Good | Good | Good | 2412 | 79.3 |
| January 1994 | Good | Good | Good | Good | 2000 | 79.5 |
| September 1991 | Good | Good | Good | Good | 2000 | 96.1 |
Element Data
Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
| Element | Units | Quantity | 1-Good | 2-Fair | 3-Poor | 4-Serious |
|---|---|---|---|---|---|---|
| Superstructure | ||||||
| Prestressed Concrete Girder/Beam | linear ft. | 382 | 374 | 0 | 8 | 0 |
| Deck | ||||||
| Reinforced Concrete Deck | sq. ft. | 3,040 | 2,860 | 180 | 0 | 0 |
| Substructure | ||||||
| Reinforced Concrete Abutment | linear ft. | 70 | 70 | 0 | 0 | 0 |
| Joints | ||||||
| Strip Seal Joint | linear ft. | 31 | 0 | 0 | 19 | 12 |
| Pourable Joint | linear ft. | 31 | 0 | 0 | 19 | 12 |
| Bearings | ||||||
| Elastomeric Bearing | each | 8 | 8 | 0 | 0 | 0 |
| Bridge Rail | ||||||
| Reinforced Concrete Bridge Rail | linear ft. | 284 | 284 | 0 | 0 | 0 |
© Copyright 2012-20, James Baughn
Disclaimer: All data is taken from the National Bridge Inventory and has not been verified.
This page's URL is http://bridgereports.com/1570999
Disclaimer: All data is taken from the National Bridge Inventory and has not been verified.
This page's URL is http://bridgereports.com/1570999