Share: 
LAGOON DR over RVR DES PERES LAGO
Map
Coordinates:
+38.64213, -90.28817
38°38'32" N, 90°17'17" W
+38.64213, -90.28817
38°38'32" N, 90°17'17" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
| Name: | LAGOON DR over RVR DES PERES LAGO |
| Structure number: | 14195 |
| Location: | FOREST PARK |
| Purpose: | Carries highway over waterway |
| Route classification: | Local (Urban) [19] |
| Length of largest span: | 47.2 ft. [14.4 m] |
| Total length: | 49.9 ft. [15.2 m] |
| Roadway width between curbs: | 43.0 ft. [13.1 m] |
| Deck width edge-to-edge: | 55.4 ft. [16.9 m] |
| Skew angle: | 11° |
| Owner: | City or Municipal Highway Agency [04] |
| Year built: | 1989 |
| Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
| Main span material: | Prestressed concrete [5] |
| Main span design: | Stringer/Multi-beam or girder [02] |
| Deck type: | Concrete Cast-in-Place [1] |
| Wearing surface: | Monolithic Concrete (concurrently placed with structural deck) [1] |
Latest Available Inspection: April 2016
| Good/Fair/Poor Condition: | Good |
| Status: | Posted for load [P] |
| Average daily traffic: | 1,600 [as of 2016] |
| Truck traffic: | 5% of total traffic |
| Deck condition: | Good [7 out of 9] |
| Superstructure condition: | Good [7 out of 9] |
| Substructure condition: | Very Good [8 out of 9] |
| Structural appraisal: | Better than present minimum criteria [7] |
| Deck geometry appraisal: | Better than present minimum criteria [7] |
| Water adequacy appraisal: | Superior to present desirable criteria [9] |
| Roadway alignment appraisal: | Equal to present desirable criteria [8] |
| Channel protection: | There are no noticeable or noteworthy deficiencies which affect the condition of the channel. [9] |
| Scour condition: | Bridge foundations determined to be stable for the assessed or calculated scour condition. [8] |
| Sufficiency rating: | 97.9 |
Previous Inspections
| Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
|---|---|---|---|---|---|---|
| April 2016 | Good | Good | Good | Very Good | 1600 | 97.9 |
| April 2014 | Good | Good | Good | Very Good | 1600 | 97.9 |
| April 2012 | Good | Good | Good | Very Good | 1600 | 97.9 |
| May 2010 | Good | Good | Good | Very Good | 1600 | 97.9 |
| April 2008 | Good | Good | Very Good | Very Good | 1600 | 99.9 |
| May 2006 | Good | Good | Very Good | Very Good | 1600 | 96.9 |
| April 2004 | Good | Very Good | Very Good | Very Good | 1600 | 96.9 |
| May 2002 | Good | Very Good | Very Good | Very Good | 1600 | 96.9 |
| May 2000 | Good | Very Good | Excellent | Excellent | 1600 | 96.9 |
© Copyright 2012-19, 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/1275047
Disclaimer: All data is taken from the National Bridge Inventory and has not been verified.
This page's URL is http://bridgereports.com/1275047