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KONERT RD over TRIB MERAMEC RVR

Map 

Coordinates:
+38.45943, -90.44924
38°27'34" N, 90°26'57" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:KONERT RD over TRIB MERAMEC RVR
Structure number:14838
Old structure number:U3875016 050 (from 1992 edition)
Location:S 3011 T 43 N R 5 E
Purpose:Carries highway over waterway
Route classification:Local (Urban) [19]
Length of largest span:20.0 ft. [6.1 m]
Total length:20.0 ft. [6.1 m]
Roadway width between curbs:24.9 ft. [7.6 m]
Deck width edge-to-edge:26.9 ft. [8.2 m]
Skew angle:38°
Owner:County Highway Agency [02]
Year reconstructed:1992
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Main span material:Concrete [1]
Main span design:Culvert [19]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: February 2015 

Status:Posted for load [P]
Average daily traffic:3,000 [as of 2014]
Truck traffic:5% of total traffic
Structural appraisal:Meets minimum tolerable limits to be left in place as is [4]
Deck geometry appraisal:Basically intolerable requiring high priority of replacement [2]
Water adequacy appraisal:Better than present minimum criteria [7]
Roadway alignment appraisal:Meets minimum tolerable limits to be left in place as is [4]
Channel protection:Bank protection is being eroded. River control devices and/or embankment have major damage. Trees and rush restrict the channel. [5]
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:54.5 tons [49.5 metric tons]
Inventory rating:17.8 tons [16.2 metric tons]
Evaluation:Functionally obsolete [2]
Sufficiency rating:49.9
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$187,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
February 201549.9Functionally obsolete---3000
February 201350.1Functionally obsolete---2750
February 201150.1Functionally obsolete---2750
February 200950.1Functionally obsolete---2750
February 200750.1Functionally obsolete---2750
February 200550.1Functionally obsolete---2750
February 200350.1Functionally obsolete---2750
February 200150.1Functionally obsolete---2750
January 199950.1Not deficient---2750
April 199199.7Not deficientExcellentGoodVery Good450