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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 2016 

Good/Fair/Poor Condition:Good
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: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]
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. RatingConditionDeckSuperstructureSubstructureSD/FOADT
November 201699.7GoodVery GoodVery GoodVery Good-60
November 201499.7GoodVery GoodVery GoodVery Good-60
November 2012100.0GoodVery GoodVery GoodVery Good-60
November 2010100.0GoodExcellentExcellentExcellent-60
September 2008100.0GoodExcellentExcellentExcellent-60
October 2006100.0GoodExcellentExcellentExcellent-60
October 2004100.0GoodExcellentExcellentExcellent-60
October 2002100.0GoodExcellentExcellentExcellent-60
November 2000100.0GoodExcellentExcellentExcellent-60
December 1998100.0GoodExcellentExcellentExcellent-60
November 199643.7FairFairGoodGoodSD60
October 199443.7FairFairGoodGoodSD60
November 199249.9FairFairGoodGoodSD60
December 199149.9FairFairGoodGoodSD60