Share:

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 2016 

Good/Fair/Poor Condition:Good
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: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: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. RatingConditionDeckSuperstructureSubstructureSD/FOADT
November 201699.5GoodVery GoodVery GoodVery Good-40
November 201499.5GoodVery GoodVery GoodVery Good-40
November 2012100.0GoodVery GoodVery GoodVery Good-40
November 2010100.0GoodExcellentExcellentExcellent-40
September 2008100.0GoodExcellentExcellentExcellent-40
October 2006100.0GoodExcellentExcellentExcellent-40
October 2004100.0GoodExcellentExcellentExcellent-40
October 2002100.0GoodExcellentExcellentExcellent-40
November 2000100.0GoodExcellentExcellentExcellent-40
November 1998100.0GoodExcellentExcellentExcellent-40
November 1996100.0GoodExcellentExcellentExcellent-40
October 1994100.0GoodExcellentExcellentExcellent-40
November 1992100.0GoodExcellentExcellentExcellent-40
December 199199.4GoodExcellentExcellentExcellent-40