Share:

FAS 3570/618 AVE over JOHNSON CREEK

Map

Coordinates:
+40.02281, -96.23718
40°01'22" N, 96°14'14" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:FAS 3570/618 AVE over JOHNSON CREEK
Structure number:C006702505
Location:4W 6S OF PAWNEE CITY
Purpose:Carries highway over waterway
Route classification:Major Collector (Rural) [07]
Length of largest span:100.7 ft. [30.7 m]
Total length:102.0 ft. [31.1 m]
Roadway width between curbs:27.9 ft. [8.5 m]
Deck width edge-to-edge:28.5 ft. [8.7 m]
Skew angle:10°
Owner:County Highway Agency [02]
Year built:1935
Year reconstructed:2016
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Number of main spans:3
Main spans material:Concrete [1]
Main spans design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Precast Panels [2]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: July 2016

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:5 [as of 2011]
Deck condition:Excellent [9 out of 9]
Superstructure condition:Excellent [9 out of 9]
Substructure condition:Excellent [9 out of 9]
Structural appraisal:Equal to present minimum criteria [6]
Deck geometry appraisal:Better than present minimum criteria [7]
Water adequacy appraisal:Equal to present desirable criteria [8]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Channel protection:Banks are protected or well vegetated. River control devices such as spur dikes and embankment protection are not required or are in a stable condition. [8]
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:33.8 tons [30.7 metric tons]
Inventory rating:26.0 tons [23.6 metric tons]
Sufficiency rating:90.2
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
July 201690.2GoodExcellentExcellentExcellent-5
August 201529.9PoorFairPoorSatisfactorySD5
October 201329.9PoorFairPoorFairSD5
February 201231.0PoorSatisfactoryPoorSatisfactorySD5
February 201030.0PoorFairPoorSatisfactorySD10
November 200830.0PoorFairPoorSatisfactorySD10
September 200730.0PoorFairPoorSatisfactorySD10
October 200526.9PoorSeriousSeriousFairSD30
December 200426.9PoorSeriousSeriousFairSD30
December 200326.9PoorSeriousSeriousFairSD30
September 200227.0PoorSeriousSeriousSatisfactorySD10
December 200127.0PoorPoorSeriousSatisfactorySD10
November 199927.0PoorPoorSeriousSatisfactorySD10
September 199826.9PoorPoorSeriousSatisfactorySD20
December 199726.9PoorPoorSeriousSatisfactorySD20
December 199626.9PoorPoorSeriousSatisfactorySD25
November 199519.3PoorPoorSeriousSatisfactorySD25
October 199319.1PoorPoorSeriousSatisfactorySD45
August 199219.1PoorPoorSeriousSatisfactorySD45
November 199018.7PoorPoorSeriousSatisfactorySD80