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CTH T over SPRING VALLEY CREEK

Map 

Coordinates:
+43.46038, -90.78860
43°27'37" N, 90°47'19" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:CTH T over SPRING VALLEY CREEK
Structure number:P62012800000000
Location:0.5M N JCT USH 14
Purpose:Carries highway over waterway
Route classification:Local (Rural) [09]
Length of largest span:41.0 ft. [12.5 m]
Total length:42.7 ft. [13.0 m]
Roadway width between curbs:19.7 ft. [6.0 m]
Deck width edge-to-edge:20.7 ft. [6.3 m]
Skew angle:28°
Owner:County Highway Agency [02]
Year built:1956
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:M 13.5 / H 15 [2]
Main span material:Steel [3]
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: August 2015 

Status:Posted for load [P]
Average daily traffic:217 [as of 2015]
Deck condition:Fair [5 out of 9]
Superstructure condition:Poor [4 out of 9]
Substructure condition:Serious [3 out of 9]
Structural appraisal:Basically intolerable requiring high priority of corrrective action [3]
Deck geometry appraisal:Basically intolerable requiring high priority of corrrective action [3]
Water adequacy appraisal:Equal to present desirable criteria [8]
Roadway alignment appraisal:Basically intolerable requiring high priority of corrrective action [3]
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:Countermeasures have been installed to mitigate an existing problem with scour. [7]
Operating rating:25.2 tons [22.9 metric tons]
Inventory rating:14.3 tons [13.0 metric tons]
Evaluation:Structurally deficient [1]
Sufficiency rating:10.9
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$202,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
August 201510.9Structurally deficientFairPoorSerious217
September 201411.4Structurally deficientFairPoorSerious200
September 201220.6Structurally deficientFairFairSerious200
September 201038.7Structurally deficientFairFairPoor200
September 200851.9Functionally obsoleteFairFairFair200
September 200651.9Functionally obsoleteFairFairFair200
September 200451.9Functionally obsoleteFairFairFair200
September 200251.9Functionally obsoleteFairFairFair200
September 200056.9Functionally obsoleteSatisfactorySatisfactoryFair200
November 199852.9Functionally obsoleteSatisfactorySatisfactoryFair200
October 199656.8Functionally obsoleteSatisfactorySatisfactoryFair310
September 199467.5Functionally obsoleteSatisfactoryVery GoodSatisfactory310
December 199267.7Functionally obsoleteSatisfactoryVery GoodSatisfactory125
November 199067.7Functionally obsoleteSatisfactoryVery GoodSatisfactory125