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TOWNSHIP ROAD over LOGAN CREEK

Map 

Coordinates:
+42.37321, -96.97905
42°22'24" N, 96°58'45" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:TOWNSHIP ROAD over LOGAN CREEK
Structure number:C002600515
Location:.5S .5E 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:28.2 ft. [8.6 m]
Deck width edge-to-edge:30.2 ft. [9.2 m]
Owner:County Highway Agency [02]
Year built:1986
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:M 18 / H 20 [4]
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:40 [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:Equal to present desirable criteria [8]
Roadway alignment appraisal:Superior to present desirable criteria [9]
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:69.9 tons [63.5 metric tons]
Inventory rating:41.9 tons [38.1 metric tons]
Sufficiency rating:99.5

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
November 201499.5Not deficientVery GoodVery GoodVery Good40
November 2012100.0Not deficientVery GoodVery GoodVery Good40
November 2010100.0Not deficientExcellentExcellentExcellent40
September 2008100.0Not deficientExcellentExcellentExcellent40
October 2006100.0Not deficientExcellentExcellentExcellent40
October 2004100.0Not deficientExcellentExcellentExcellent40
October 2002100.0Not deficientExcellentExcellentExcellent40
November 2000100.0Not deficientExcellentExcellentExcellent40
November 1998100.0Not deficientExcellentExcellentExcellent40
November 1996100.0Not deficientExcellentExcellentExcellent40
October 1994100.0Not deficientExcellentExcellentExcellent40
November 1992100.0Not deficientExcellentExcellentExcellent40
December 199199.4Not deficientExcellentExcellentExcellent40