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TOWNSHIP ROAD over LOGAN CREEK

Map 

Coordinates:
+42.37949, -96.99858
42°22'46" N, 96°59'55" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:TOWNSHIP ROAD over LOGAN CREEK
Structure number:C002610310
Location:.5SW OF CONCORD
Purpose:Carries highway over waterway
Route classification:Local (Rural) [09]
Length of largest span:56.1 ft. [17.1 m]
Total length:142.1 ft. [43.3 m]
Roadway width between curbs:27.9 ft. [8.5 m]
Deck width edge-to-edge:30.2 ft. [9.2 m]
Skew angle:10°
Owner:County Highway Agency [02]
Year built:1998
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:Concrete continuous [2]
Main spans design:Slab [01]
Deck type:Concrete Cast-in-Place [1]

Latest Available Inspection: November 2014 

Status:Open, no restriction [A]
Average daily traffic:60 [as of 2003]
Deck condition:Very Good [8 out of 9]
Superstructure condition:Very Good [8 out of 9]
Substructure condition:Very Good [8 out of 9]
Structural appraisal:Equal to present desirable criteria [8]
Deck geometry appraisal:Better than present minimum criteria [7]
Water adequacy appraisal:Superior to present desirable criteria [9]
Roadway alignment appraisal:Superior to present desirable criteria [9]
Channel protection:There are no noticeable or noteworthy deficiencies which affect the condition of the channel. [9]
Pier/abutment protection:In place and functioning [2]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Operating rating:96.8 tons [88.0 metric tons]
Inventory rating:58.9 tons [53.5 metric tons]
Sufficiency rating:99.7
Recommended work:Widening of existing bridge with deck rehabilitation or replacement. [34]

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
November 201499.7Not deficientVery GoodVery GoodVery Good60
November 2012100.0Not deficientVery GoodVery GoodVery Good60
November 2010100.0Not deficientExcellentExcellentExcellent60
September 2008100.0Not deficientExcellentExcellentExcellent60
October 2006100.0Not deficientExcellentExcellentExcellent60
October 2004100.0Not deficientExcellentExcellentExcellent60
October 2002100.0Not deficientExcellentExcellentExcellent60
November 2000100.0Not deficientExcellentExcellentExcellent60
December 1998100.0Not deficientExcellentExcellentExcellent60
November 199643.7Structurally deficientFairGoodGood60
October 199443.7Structurally deficientFairGoodGood60
November 199249.9Structurally deficientFairGoodGood60
December 199149.9Structurally deficientFairGoodGood60