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COLL 7781 over RAWHIDE CREEK

Map 

Coordinates:
+41.50304, -96.92559
41°30'11" N, 96°55'32" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:COLL 7781 over RAWHIDE CREEK
Structure number:C001903505
Location:.2W 2.5N OF ROGERS
Purpose:Carries highway over waterway
Route classification:Minor Collector (Rural) [08]
Length of largest span:29.5 ft. [9.0 m]
Total length:30.8 ft. [9.4 m]
Roadway width between curbs:27.9 ft. [8.5 m]
Deck width edge-to-edge:28.5 ft. [8.7 m]
Owner:County Highway Agency [02]
Year built:2015
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Main span material:Concrete [1]
Main span design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Precast Panels [2]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: November 2015 

Status:Open, no restriction [A]
Average daily traffic:130 [as of 1998]
Deck condition:Excellent [9 out of 9]
Superstructure condition:Excellent [9 out of 9]
Substructure condition:Excellent [9 out of 9]
Structural appraisal:Equal to present minimum criteria [6]
Deck geometry appraisal:Equal to present minimum criteria [6]
Water adequacy appraisal:Equal to present desirable criteria [8]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Channel protection:Banks are protected or well vegetated. River control devices such as spur dikes and embankment protection are not required or are in a stable condition. [8]
Pier/abutment protection:Navigation protection not required [1]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Operating rating:33.9 tons [30.8 metric tons]
Inventory rating:26.0 tons [23.6 metric tons]
Sufficiency rating:89.3
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
November 201589.3Not deficientExcellentExcellentExcellent130
November 201327.4Structurally deficientFairFairFair130
November 201138.3Structurally deficientFairSatisfactorySatisfactory130
November 200938.8Not deficientFairFairFair130
November 200734.7Structurally deficientFairFairFair130
December 200534.7Structurally deficientFairFairFair130
December 200334.7Structurally deficientFairFairFair130
October 200134.7Structurally deficientFairFairFair130
November 199951.7Not deficientFairSatisfactorySatisfactory130
October 199751.7Not deficientFairGoodGood130
November 199550.7Not deficientFairGoodGood130
November 199350.7Not deficientFairGoodGood130
November 199150.7Not deficientFairGoodGood130