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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 2014 

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. ratingEvaluationDeckSuper.Sub.ADT
December 201499.6Not deficientVery GoodVery GoodVery Good90
December 2012100.0Not deficientVery GoodVery GoodVery Good90
December 2010100.0Not deficientVery GoodVery GoodVery Good90
October 2008100.0Not deficientVery GoodVery GoodVery Good90
October 2006100.0Not deficientExcellentExcellentExcellent90
September 2004100.0Not deficientExcellentExcellentExcellent90
November 2002100.0Not deficientExcellentExcellentExcellent90
November 2000100.0Not deficientExcellentExcellentExcellent90
November 1998100.0Not deficientExcellentExcellentExcellent90
November 1996100.0Not deficientExcellentExcellentExcellent90
October 1994100.0Not deficientExcellentExcellentExcellent90
January 1993100.0Not deficientExcellentExcellentExcellent90
November 199223.2Structurally deficientFairSatisfactorySerious90
December 199124.3Structurally deficientSatisfactorySatisfactorySerious90