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LOCAL over STREAM

Map 

Coordinates:
+42.12778, -96.21389
42°07'40" N, 96°12'50" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:LOCAL over STREAM
Structure number:000000000250480
Location:084422204
Purpose:Carries highway over waterway
Route classification:Local (Rural) [09]
Length of largest span:29.9 ft. [9.1 m]
Total length:33.1 ft. [10.1 m]
Roadway width between curbs:20.0 ft. [6.1 m]
Deck width edge-to-edge:22.6 ft. [6.9 m]
Skew angle:15°
Owner:County Highway Agency [02]
Year built:1955
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:Concrete [1]
Main span design:Slab [01]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: May 2014 

Status:Posted for load [P]
Average daily traffic:40 [as of 2008]
Truck traffic:48% of total traffic
Deck condition:Fair [5 out of 9]
Superstructure condition:Fair [5 out of 9]
Substructure condition:Poor [4 out of 9]
Structural appraisal:Meets minimum tolerable limits to be left in place as is [4]
Deck geometry appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Water adequacy appraisal:Equal to present minimum criteria [6]
Roadway alignment appraisal:Equal to present minimum criteria [6]
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 foundations determined to be stable for the assessed or calculated scour condition. [8]
Operating rating:25.4 tons [23.1 metric tons]
Inventory rating:16.7 tons [15.2 metric tons]
Evaluation:Structurally deficient [1]
Sufficiency rating:47.8
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
May 201447.8Structurally deficientFairFairPoor40
May 201247.8Structurally deficientFairFairPoor40
May 201069.6Not deficientFairFairFair40
June 200879.6Not deficientFairGoodSatisfactory40
May 200652.0Structurally deficientFairVery GoodSatisfactory50
May 200452.0Structurally deficientFairVery GoodSatisfactory50
May 200252.0Structurally deficientFairVery GoodSatisfactory50
March 200052.0Structurally deficientFairVery GoodSatisfactory50
January 199852.0Structurally deficientFairVery GoodSatisfactory90
February 199652.0Structurally deficientFairVery GoodSatisfactory90
February 199452.0Structurally deficientFairVery GoodSatisfactory90
May 199253.0Structurally deficientVery GoodVery GoodSatisfactory90
April 199089.4Not deficientVery GoodVery GoodSatisfactory85