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SENECA over BIG SLOUGH SOUTH

Map 

Coordinates:
+37.62626, -97.35245
37°37'35" N, 97°21'09" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:SENECA over BIG SLOUGH SOUTH
Structure number:430400876325010
Location:SENECA AT CAREY
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Minor Arterial (Urban) [16]
Length of largest span:12.1 ft. [3.7 m]
Total length:53.2 ft. [16.2 m]
Skew angle:45°
Owner:City or Municipal Highway Agency [04]
Year built:1997
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:Concrete [1]
Main spans design:Culvert [19]
Deck type:Not applicable [N]
Wearing surface:Low slump Concrete [4]

Latest Available Inspection: December 2015 

Status:Open, no restriction [A]
Average daily traffic:18,500 [as of 2006]
Truck traffic:4% of total traffic
Structural 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]
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:63.9 tons [58.1 metric tons]
Inventory rating:38.0 tons [34.5 metric tons]
Sufficiency rating:79.7

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
December 201579.7Not deficient---18500
October 201379.7Not deficient---18500
September 201178.7Not deficient---18500
November 200978.7Not deficient---18500
June 200779.7Not deficient---18500
December 200279.9Not deficient---17774
February 200079.9Not deficient---17774
March 199741.3Functionally obsolete---16401
January 199523.3Functionally obsolete---17700
May 199376.4Functionally obsolete---11805
May 199176.4Functionally obsolete---11805