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COLL 7513 over KEYA PAHA RIVER

Map

Coordinates:
+42.90263, -99.19211
42°54'09" N, 99°11'32" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:COLL 7513 over KEYA PAHA RIVER
Structure number:C000800710
Location:3.5S 5W OF NAPER
Purpose:Carries highway over waterway
Route classification:Minor Collector (Rural) [08]
Length of largest span:100.1 ft. [30.5 m]
Total length:263.1 ft. [80.2 m]
Roadway width between curbs:27.9 ft. [8.5 m]
Deck width edge-to-edge:30.2 ft. [9.2 m]
Skew angle:30°
Owner:County Highway Agency [02]
Year built:2002
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:Steel [3]
Main spans 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: September 2016

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:25 [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: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: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:45.9 tons [41.7 metric tons]
Inventory rating:27.9 tons [25.4 metric tons]
Sufficiency rating:88.7
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
September 201688.7GoodExcellentExcellentExcellent-25
September 201488.7GoodExcellentExcellentExcellent-25
September 201293.7GoodExcellentExcellentExcellent-25
September 201093.7GoodExcellentExcellentExcellent-25
December 200893.7GoodExcellentExcellentExcellent-25
September 200694.8GoodExcellentExcellentExcellent-25
August 200494.8GoodExcellentExcellentExcellent-25
November 200294.8GoodExcellentExcellentExcellent-25
August 200294.8GoodExcellentExcellentExcellent-25
December 200142.6FairSatisfactorySatisfactorySatisfactorySD25
September 199942.6FairSatisfactorySatisfactorySatisfactorySD25
September 199742.6FairSatisfactorySatisfactorySatisfactorySD25
November 199542.6FairSatisfactorySatisfactorySatisfactorySD25
August 199442.6FairSatisfactorySatisfactorySatisfactorySD25
September 199247.7FairSatisfactorySatisfactorySatisfactorySD25
July 199047.7FairSatisfactorySatisfactorySatisfactorySD25