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COLL 7716 over LOGAN CREEK

Map 

Coordinates:
+42.29332, -96.88458
42°17'36" N, 96°53'04" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:COLL 7716 over LOGAN CREEK
Structure number:C002606020
Location:1.5N 1.2W OF WAKEFIELD
Purpose:Carries highway over waterway
Route classification:Minor Collector (Rural) [08]
Length of largest span:49.9 ft. [15.2 m]
Total length:151.9 ft. [46.3 m]
Roadway width between curbs:27.9 ft. [8.5 m]
Deck width edge-to-edge:30.2 ft. [9.2 m]
Skew angle:28°
Owner:County Highway Agency [02]
Year built:1992
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:Prestressed concrete [5]
Main spans design:Tee beam [04]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: December 2016 

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:90 [as of 1998]
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:Navigation protection not required [1]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Operating rating:68.9 tons [62.6 metric tons]
Inventory rating:40.9 tons [37.2 metric tons]
Sufficiency rating:99.6

Previous Inspections 

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
December 201699.6GoodVery GoodVery GoodVery Good-90
December 201499.6GoodVery GoodVery GoodVery Good-90
December 2012100.0GoodVery GoodVery GoodVery Good-90
December 2010100.0GoodVery GoodVery GoodVery Good-90
October 2008100.0GoodVery GoodVery GoodVery Good-90
October 2006100.0GoodExcellentExcellentExcellent-90
September 2004100.0GoodExcellentExcellentExcellent-90
November 2002100.0GoodExcellentExcellentExcellent-90
November 2000100.0GoodExcellentExcellentExcellent-90
November 1998100.0GoodExcellentExcellentExcellent-90
November 1996100.0GoodExcellentExcellentExcellent-90
October 1994100.0GoodExcellentExcellentExcellent-90
January 1993100.0GoodExcellentExcellentExcellent-90
November 199223.2PoorFairSatisfactorySeriousSD90
December 199124.3PoorSatisfactorySatisfactorySeriousSD90