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MORGANFORD RD over RVR DES PERES

Map 

Coordinates:
+38.55945, -90.28329
38°33'34" N, 90°16'60" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:MORGANFORD RD over RVR DES PERES
Structure number:12433
Old structure number:U387510010 115 (from 1992 edition)
Location:S 7 T 44 N R 7 E
Purpose:Carries highway over waterway
Route classification:Minor Arterial (Urban) [16]
Length of largest span:83.0 ft. [25.3 m]
Total length:231.0 ft. [70.4 m]
Roadway width between curbs:67.9 ft. [20.7 m]
Deck width edge-to-edge:80.1 ft. [24.4 m]
Skew angle:
Owner:City or Municipal Highway Agency [04]
Year built:1979
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: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: April 2015 

Status:Posted for load [P]
Average daily traffic:22,010 [as of 2013]
Truck traffic:5% of total traffic
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Good [7 out of 9]
Substructure condition:Good [7 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:Equal to present minimum criteria [6]
Roadway alignment appraisal:Better than present minimum criteria [7]
Channel protection:Banks are protected or well vegetated. River control devices such as spur dikes and embankment protection are not required or are in a stable condition. [8]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Operating rating:57.4 tons [52.2 metric tons]
Inventory rating:37.6 tons [34.2 metric tons]
Evaluation:Functionally obsolete [2]
Sufficiency rating:79.7
Recommended work:Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]
Estimated cost of work:$2,213,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
April 201579.7Functionally obsoleteSatisfactoryGoodGood22010
April 201379.7Functionally obsoleteGoodVery GoodGood22010
April 201179.7Functionally obsoleteGoodVery GoodGood22010
April 200979.7Functionally obsoleteGoodVery GoodGood22010
May 200779.7Functionally obsoleteGoodVery GoodGood22010
June 200579.7Functionally obsoleteGoodVery GoodGood22010
April 200379.7Functionally obsoleteGoodVery GoodVery Good21470
July 200179.7Functionally obsoleteGoodVery GoodVery Good21470
June 199978.4Functionally obsoleteGoodVery GoodVery Good21470
June 199179.3Functionally obsoleteVery GoodVery GoodVery Good17211