US 24 E over BIG BLUE RVR
Map
Coordinates:
+39.10446, -94.4967239°06'16" N, 94°29'48" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | US 24 E over BIG BLUE RVR |
Structure number: | 6022 |
Old structure number: | K03923 1 (from 1992 edition) |
Location: | S 36 T 49 N R 33 W |
Purpose: | Carries highway and pedestrian walkway over waterway |
Route classification: | Other Principal Arterial (Urban) [14] |
Length of largest span: | 129.9 ft. [39.6 m] |
Total length: | 366.2 ft. [111.6 m] |
Roadway width between curbs: | 42.0 ft. [12.8 m] |
Deck width edge-to-edge: | 55.1 ft. [16.8 m] |
Skew angle: | 38° |
Owner: | State Highway Agency [01] |
Year built: | 1934 |
Year reconstructed: | 1977 |
Historic significance: | Bridge is eligible for the National Register of Historic Places [2] |
Design load: | M 13.5 / H 15 [2] |
Number of main spans: | 3 |
Main spans material: | Steel continuous [4] |
Main spans design: | Girder and floorbeam system [03] |
Deck type: | Concrete Cast-in-Place [1] |
Wearing surface: | Monolithic Concrete (concurrently placed with structural deck) [1] |
Latest Available Inspection: May 2017
Good/Fair/Poor Condition: | Fair |
Status: | Posted for load [P] |
Average daily traffic: | 16,638 [as of 2017] |
Truck traffic: | 7% of total traffic |
Deck condition: | Very Good [8 out of 9] |
Superstructure condition: | Satisfactory [6 out of 9] |
Substructure condition: | Good [7 out of 9] |
Structural appraisal: | Equal to present minimum criteria [6] |
Deck geometry appraisal: | Basically intolerable requiring high priority of replacement [2] |
Water adequacy appraisal: | Equal to present desirable criteria [8] |
Roadway alignment appraisal: | Equal to present minimum criteria [6] |
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: | 58.9 |
Recommended work: | Bridge rehabilitation because of general structure deterioration or inadequate strength. [35] |
Estimated cost of work: | $2,941,000 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
May 2017 | Fair | Very Good | Satisfactory | Good | 16638 | 58.9 |
May 2015 | Fair | Very Good | Satisfactory | Good | 12445 | 62.8 |
May 2013 | Fair | Fair | Satisfactory | Satisfactory | 12445 | 61.5 |
October 2011 | Fair | Fair | Good | Satisfactory | 18542 | 61.2 |
November 2009 | Fair | Good | Good | Satisfactory | 17587 | 62.5 |
January 2008 | Good | Good | Good | Good | 19864 | 62.5 |
December 2005 | Good | Good | Good | Good | 17768 | 62.5 |
March 2004 | Good | Very Good | Very Good | Good | 18183 | 62.5 |
October 2001 | Good | Very Good | Very Good | Good | 19982 | 62.5 |
September 1999 | Good | Very Good | Very Good | Good | 20797 | 62.2 |
September 1998 | Good | Very Good | Very Good | Good | 20797 | 62.2 |
October 1997 | Good | Very Good | Very Good | Good | 20797 | 62.2 |
October 1996 | Good | Very Good | Very Good | Good | 21350 | 62.2 |
October 1995 | Good | Very Good | Very Good | Good | 21350 | 62.2 |
October 1994 | Good | Very Good | Very Good | Good | 23116 | 53.2 |
December 1991 | Good | Very Good | Very Good | Good | 22394 | 53.2 |
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 |
Steel Girder/Beam | linear ft. | 640 | 570 | 0 | 70 | 0 |
Steel Protective Coating | sq. ft. | 13,386 | 13,386 | 0 | 0 | 0 |
Steel Stringer | linear ft. | 1,920 | 1,919 | 0 | 0 | 1 |
Steel Protective Coating | sq. ft. | 13,420 | 13,420 | 0 | 0 | 0 |
Deck |
Reinforced Concrete Deck | sq. ft. | 19,585 | 19,389 | 196 | 0 | 0 |
Superstructure |
Steel Floor Beam | linear ft. | 880 | 790 | 0 | 90 | 0 |
Steel Protective Coating | sq. ft. | 12,320 | 12,320 | 0 | 0 | 0 |
Substructure |
Reinforced Concrete Column | each | 4 | 3 | 1 | 0 | 0 |
Reinforced Concrete Abutment | linear ft. | 226 | 0 | 226 | 0 | 0 |
Reinforced Concrete Pier Cap | linear ft. | 108 | 108 | 0 | 0 | 0 |
Joints |
Strip Seal Joint | linear ft. | 250 | 248 | 0 | 2 | 0 |
Bearings |
Elastomeric Bearing | each | 4 | 4 | 0 | 0 | 0 |
Movable Bearing | each | 4 | 4 | 0 | 0 | 0 |
Steel Protective Coating | sq. ft. | 4 | 4 | 0 | 0 | 0 |
Fixed Bearing | each | 4 | 4 | 0 | 0 | 0 |
Steel Protective Coating | sq. ft. | 4 | 4 | 0 | 0 | 0 |
Bridge Rail |
Reinforced Concrete Bridge Rail | linear ft. | 732 | 627 | 105 | 0 | 0 |
Deck |
Reinforced Concrete Slab | sq. ft. | 2,538 | 2,538 | 0 | 0 | 0 |