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COLL 7416 over NORTH LOUP RIVER

Map

Coordinates:
+41.87104, -99.59078
41°52'16" N, 99°35'27" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:COLL 7416 over NORTH LOUP RIVER
Structure number:C005801105
Location:10.5W 7N TAYLOR
Purpose:Carries highway over waterway
Route classification:Minor Collector (Rural) [08]
Length of largest span:47.9 ft. [14.6 m]
Total length:123.0 ft. [37.5 m]
Roadway width between curbs:27.9 ft. [8.5 m]
Deck width edge-to-edge:30.5 ft. [9.3 m]
Skew angle:30°
Owner:County Highway Agency [02]
Year built:2005
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: October 2018

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:30 [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:Bank protection is in need of minor repairs. River control devices and embankment protection have a little minor damage. Banks and/or channel have minor amounts of drift. [7]
Pier/abutment protection:In place and functioning [2]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Sufficiency rating:94.8
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
October 2018GoodVery GoodVery GoodVery Good3094.8
October 2016GoodVery GoodVery GoodVery Good3094.8
October 2014GoodExcellentExcellentVery Good3094.8
December 2012GoodExcellentExcellentExcellent30100.0
December 2010GoodExcellentExcellentExcellent30100.0
January 2010GoodExcellentExcellentExcellent30100.0
August 2006GoodExcellentExcellentExcellent30100.0
December 2004PoorFairFairPoor3036.2
December 2002PoorFairFairPoor3036.2
January 2001PoorFairFairPoor3036.2
December 1998PoorFairFairPoor3036.2
November 1996PoorFairFairPoor3047.4
October 1994FairSatisfactorySatisfactoryFair3064.4
November 1992FairSatisfactorySatisfactoryFair3064.4
October 1990FairSatisfactorySatisfactoryFair3055.2