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COLL 7891 over STREAM

Map

Coordinates:
+40.09405, -96.24634
40°05'39" N, 96°14'47" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:COLL 7891 over STREAM
Structure number:C006702310P
Location:5W 1.2S OF PAWNEE CITY
Purpose:Carries highway over waterway
Route classification:Minor Collector (Rural) [08]
Length of largest span:80.1 ft. [24.4 m]
Total length:81.7 ft. [24.9 m]
Roadway width between curbs:27.9 ft. [8.5 m]
Deck width edge-to-edge:28.5 ft. [8.7 m]
Owner:County Highway Agency [02]
Year built:2015
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Main span material:Steel [3]
Main span design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: January 2016

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:75 [as of 1998]
Deck condition:Excellent [9 out of 9]
Superstructure condition:Excellent [9 out of 9]
Substructure condition:Excellent [9 out of 9]
Structural appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
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: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:Navigation protection not required [1]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Operating rating:32.9 tons [29.9 metric tons]
Inventory rating:18.9 tons [17.2 metric tons]
Sufficiency rating:78.6
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
January 201678.6GoodExcellentExcellentExcellent-75
October 201331.6PoorFairPoorFairSD75
February 201232.9PoorFairPoorFairSD75
February 201033.9PoorSatisfactoryPoorFairSD75
September 200721.0PoorSatisfactoryPoorFairSD75
December 200420.0PoorFairSeriousPoorSD75
September 200220.0PoorFairSeriousPoorSD75
December 200021.0PoorFairSeriousFairSD75
November 199821.0PoorFairSeriousFairSD75
December 199621.0PoorFairSeriousFairSD75
November 199421.1PoorFairSeriousFairSD75
June 199221.1PoorFairSeriousFairSD75
April 199121.1PoorFairSeriousFairSD75