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KONERT RD over TRIB MERAMEC RVR

Map 

Coordinates:
+38.46237, -90.45033
38°27'45" N, 90°27'01" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:KONERT RD over TRIB MERAMEC RVR
Structure number:14488
Location:S 3011 T 43 N R 5 E
Purpose:Carries highway over waterway
Route classification:Collector (Urban) [17]
Length of largest span:9.8 ft. [3.0 m]
Total length:23.0 ft. [7.0 m]
Roadway width between curbs:24.9 ft. [7.6 m]
Deck width edge-to-edge:28.5 ft. [8.7 m]
Skew angle:
Owner:County Highway Agency [02]
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Number of main spans:2
Main spans material:Concrete continuous [2]
Main spans 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:2,063 [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:Equal to present minimum criteria [6]
Roadway alignment appraisal:Meets minimum tolerable limits to be left in place as is [4]
Channel protection:Bank and embankment protection is severely undermined. River control devices have severe damage. Large deposits of debris are in the channel. [4]
Culvert condition:Large spalls, heavy scaling, wide cracks, considerable efflorescence or opened construction joint permitting loss of backfill. Considerable settlement or misalignment. Considerable scouring or erosion at curtain walls, wingwalls or pipes. Metal culverts have significant distortion and deflection throughout, extensive corrosion or deep pitting. [4]
Scour condition:Bridge foundations determined to be stable for assessed or calculated scour conditions; field review indicates action is required. [4]
Operating rating:26.7 tons [24.3 metric tons]
Inventory rating:17.8 tons [16.2 metric tons]
Evaluation:Structurally deficient [1]
Sufficiency rating:27.2
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 201527.2Structurally deficient---2063
February 201329.8Structurally deficient---2000
February 201146.7Not deficient---2000
February 200960.0Not deficient---300
February 200760.0Not deficient---300
February 200560.0Not deficient---300
February 200360.0Not deficient---300
February 200170.1Not deficient---300