LRD S 29TH ST over KINNICKINNIC RIVER

Facts 

Name:	LRD S 29TH ST over KINNICKINNIC RIVER
Structure number:	P40063000000000
Location:	0.5M S JCT STH 24
Purpose:	Carries highway and pedestrian walkway over waterway
Route classification:	Local (Urban) [19]
Length of largest span:	60.0 ft. [18.3 m]
Total length:	158.8 ft. [48.4 m]
Roadway width between curbs:	36.1 ft. [11.0 m]
Deck width edge-to-edge:	48.2 ft. [14.7 m]
Owner:	City or Municipal Highway Agency [04]
Year built:	1961
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:	3
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]

2010 Inspection 

Status:	Bridge closed to all traffic [K]
Average daily traffic:	6,500 [as of 2007]
Deck condition:	Very Good [8 out of 9]
Superstructure condition:	Good [7 out of 9]
Substructure condition:	Good [7 out of 9]
Scour condition:	Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Operating rating:	62.4 tons [56.7 metric tons]
Inventory rating:	42.8 tons [38.9 metric tons]
Sufficiency rating:	95.1

2000 Inspection 

Status:	Open, no restriction [A]
Average daily traffic:	9,500 [as of 1977]
Deck condition:	Poor [4 out of 9]
Superstructure condition:	Satisfactory [6 out of 9]
Substructure condition:	Poor [4 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:	Scour calculation/evaluation has not been made. [6]
Operating rating:	62.4 tons [56.7 metric tons]
Inventory rating:	42.8 tons [38.9 metric tons]
Evaluation:	Structurally deficient [1]
Sufficiency rating:	62.9
Recommended work:	Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:	$563,000

1992 Inspection 

Status:	Open, no restriction [A]
Average daily traffic:	9,500 [as of 1977]
Deck condition:	Satisfactory [6 out of 9]
Superstructure condition:	Satisfactory [6 out of 9]
Substructure condition:	Poor [4 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:	Scour calculation/evaluation has not been made. [6]
Operating rating:	62.4 tons [56.7 metric tons]
Inventory rating:	42.6 tons [38.7 metric tons]
Evaluation:	Structurally deficient [1]
Sufficiency rating:	65.8
Recommended work:	Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:	$563,000

Comments