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MO 30 E over RIVER DES PERES

Map 

Coordinates:
+38.56500, -90.29667
38°33'54" N, 90°17'48" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:MO 30 E over RIVER DES PERES
Structure number:30665
Old structure number:U387510005 115 (from 1992 edition)
Location:S 12 T 44 N R 6 E
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Other Principal Arterial (Urban) [14]
Length of largest span:85.0 ft. [25.9 m]
Total length:223.1 ft. [68.0 m]
Roadway width between curbs:67.9 ft. [20.7 m]
Deck width edge-to-edge:80.1 ft. [24.4 m]
Owner:State Highway Agency [01]
Year built:1980
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:M 18 / H 20 [4]
Number of main spans:3
Main spans material:Prestressed concrete continuous [6]
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: August 2015 

Status:Open, no restriction [A]
Average daily traffic:17,878 [as of 2015]
Truck traffic:10% of total traffic
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Good [7 out of 9]
Substructure condition:Very Good [8 out of 9]
Structural appraisal:Better than present minimum criteria [7]
Deck geometry appraisal:Basically intolerable requiring high priority of replacement [2]
Water adequacy appraisal:Superior to present desirable criteria [9]
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]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Operating rating:93.1 tons [84.6 metric tons]
Inventory rating:48.5 tons [44.1 metric tons]
Evaluation:Functionally obsolete [2]
Sufficiency rating:78.8
Recommended work:Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]
Estimated cost of work:$2,224,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
August 201578.8Functionally obsoleteSatisfactoryGoodVery Good17878
August 201378.6Functionally obsoleteSatisfactoryVery GoodVery Good19940
August 201178.9Functionally obsoleteSatisfactoryVery GoodVery Good17721
September 200979.1Functionally obsoleteSatisfactoryVery GoodVery Good15586
September 200777.9Functionally obsoleteSatisfactoryVery GoodVery Good25970
September 200578.9Functionally obsoleteSatisfactoryVery GoodGood17059
April 200378.9Functionally obsoleteGoodVery GoodVery Good17302
June 199977.9Functionally obsoleteGoodVery GoodVery Good25970
June 199178.5Functionally obsoleteVery GoodVery GoodVery Good25789