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99TH STREET over CONNOR CREEK TRIBUTARY

Map 

Coordinates:
+39.18363, -94.80777
39°11'01" N, 94°48'28" W
Source: National Bridge Inventory (1992, 2000, 2010 editions)
Information not verified. Use at your own risk.

Facts 

Name:99TH STREET over CONNOR CREEK TRIBUTARY
Structure number:514301050000079
Location:99TH. ST. S OF HUTTON
Purpose:Carries highway over waterway
Route classification:Local (Urban) [19]
Length of largest span:30.8 ft. [9.4 m]
Total length:35.1 ft. [10.7 m]
Roadway width between curbs:14.4 ft. [4.4 m]
Deck width edge-to-edge:15.1 ft. [4.6 m]
Owner:County Highway Agency [02]
Year built:1940
Year reconstructed:1993
Historic significance:Historical significance is not determinable at this time [4]
Main span material:Steel [3]
Main span design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]

2010 Inspection 

Status:Posted for load [P]
Average daily traffic:32 [as of 1992]
Deck condition:Very Good [8 out of 9]
Superstructure condition:Fair [5 out of 9]
Substructure condition:Fair [5 out of 9]
Channel protection:Bank protection is being eroded. River control devices and/or embankment have major damage. Trees and rush restrict the channel. [5]
Scour condition:Bridge is scour critical; bridge foundations determined to be unstable. [3]
Operating rating:23.0 tons [20.9 metric tons]
Inventory rating:18.9 tons [17.2 metric tons]
Sufficiency rating:52.9
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$337,000

2000 Inspection 

Status:Posted for load [P]
Average daily traffic:32 [as of 1992]
Deck condition:Very Good [8 out of 9]
Superstructure condition:Fair [5 out of 9]
Substructure condition:Satisfactory [6 out of 9]
Channel protection:Bank is beginning to slump. River control devices and embankment protection have widespread minor damage. There is minor stream bed movement evident. Debris is restricting the channel slightly. [6]
Scour condition:Bridge is scour critical; bridge foundations determined to be unstable. [3]
Operating rating:23.0 tons [20.9 metric tons]
Inventory rating:18.9 tons [17.2 metric tons]
Sufficiency rating:52.9

1992 Inspection 

Status:Posted for load [P]
Average daily traffic:31 [as of 1991]
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Satisfactory [6 out of 9]
Substructure condition:Satisfactory [6 out of 9]
Channel protection:Bank protection is in need of minor repairs. River control devices and embankment protection have a little minor damage. Banks and/or channel have minor amounts of drift. [7]
Scour condition:Scour calculation/evaluation has not been made. [6]
Operating rating:22.8 tons [20.7 metric tons]
Inventory rating:18.8 tons [17.1 metric tons]
Evaluation:Functionally obsolete [2]
Sufficiency rating:55.0
Recommended work:Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]
Estimated cost of work:$40,000