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9th Street North over Westlink Tributary

Map 

Coordinates:
+37.70096, -97.45261
37°42'03" N, 97°27'09" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:9th Street North over Westlink Tributary
Structure number:530400870CCWR50
Location:9th Street at Westlink
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Collector (Urban) [17]
Length of largest span:9.8 ft. [3.0 m]
Total length:43.3 ft. [13.2 m]
Roadway width between curbs:29.9 ft. [9.1 m]
Deck width edge-to-edge:44.9 ft. [13.7 m]
Owner:City or Municipal Highway Agency [04]
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:4
Main spans material:Concrete [1]
Main spans design:Culvert [19]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Low slump Concrete [4]

Latest Available Inspection: December 2015 

Status:Open, no restriction [A]
Average daily traffic:575 [as of 2006]
Truck traffic:2% of total traffic
Structural appraisal:Better than present minimum criteria [7]
Deck geometry appraisal:Equal to present minimum criteria [6]
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]
Culvert condition:Shrinkage cracks, light scaling and insignificant spalling which does not expose reinforcing steel. Insignificant damage caused by drift with no misalignment and not requiring corrective action. Some minor scouring has occured near curtain walls, wingwalls or pipes. Metal culverts have a smooth symmetrical curvature with superficial corrosion and no pitting. [7]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Operating rating:96.0 tons [87.3 metric tons]
Inventory rating:57.5 tons [52.3 metric tons]
Sufficiency rating:96.9

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
December 201596.9Not deficient---575
October 201396.9Not deficient---575
December 201196.9Not deficient---575
October 200996.9Not deficient---575
May 200799.9Not deficientExcellentExcellentExcellent575
May 200599.9Not deficientExcellentExcellentExcellent575
December 200239.8Structurally deficient---575
January 200066.3Not deficientFairSatisfactoryFair575
February 199766.3Not deficientFairSatisfactoryFair550
January 199578.2Not deficient---550
May 199392.5Not deficient---540
May 199197.0Not deficient---540