CO 23RD ST TO 24TH over US 71, RP US71N TO 22ND
Map
Coordinates:
+39.08452, -94.5683239°05'04" N, 94°34'06" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.
Facts
Name: | CO 23RD ST TO 24TH over US 71, RP US71N TO 22ND |
Structure number: | 12087 |
Location: | S 9 T 49 N R 33 W |
Purpose: | Carries highway and pedestrian walkway over highway |
Route classification: | Local (Urban) [19] |
Length of largest span: | 121.1 ft. [36.9 m] |
Total length: | 309.1 ft. [94.2 m] |
Roadway width between curbs: | 26.9 ft. [8.2 m] |
Deck width edge-to-edge: | 29.5 ft. [9.0 m] |
Vertical clearance below bridge: | 16.4 ft. [5.0 m] |
Skew angle: | 2° |
Owner: | State Highway Agency [01] |
Year built: | 1998 |
Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
Design load: | MS 18 / HS 20 [5] |
Number of main spans: | 2 |
Main spans material: | Steel continuous [4] |
Main spans 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: September 2015
Good/Fair/Poor Condition: | Good |
Status: | Open, no restriction [A] |
Average daily traffic: | 1,429 [as of 2014] |
Truck traffic: | 10% of total traffic |
Deck condition: | Good [7 out of 9] |
Superstructure condition: | Very Good [8 out of 9] |
Substructure condition: | Excellent [9 out of 9] |
Structural appraisal: | Equal to present minimum criteria [6] |
Deck geometry appraisal: | Basically intolerable requiring high priority of corrrective action [3] |
Underclearances appraisal: | Basically intolerable requiring high priority of corrrective action [3] |
Roadway alignment appraisal: | Equal to present desirable criteria [8] |
Scour condition: | Bridge not over waterway. [N] |
Operating rating: | 46.5 tons [42.3 metric tons] |
Inventory rating: | 28.7 tons [26.1 metric tons] |
Sufficiency rating: | 75.8 |
Recommended work: | Bridge rehabilitation because of general structure deterioration or inadequate strength. [35] |
Estimated cost of work: | $959,000 |
Previous Inspections
Date | Suff. Rating | Condition | Deck | Superstructure | Substructure | SD/FO | ADT |
---|
September 2015 | 75.8 | Good | Good | Very Good | Excellent | FO | 1429 |
September 2013 | 75.8 | Good | Good | Very Good | Excellent | FO | 1429 |
September 2011 | 70.5 | Good | Good | Very Good | Excellent | FO | 5500 |
December 2009 | 70.3 | Good | Very Good | Very Good | Excellent | FO | 5500 |
January 2008 | 70.3 | Good | Excellent | Excellent | Excellent | FO | 5500 |
November 2005 | 70.3 | Good | Excellent | Excellent | Excellent | - | 5500 |
November 2003 | 70.3 | Good | Excellent | Excellent | Excellent | - | 5500 |
October 2001 | 72.7 | Good | Excellent | Excellent | Excellent | - | 16000 |