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ALABAMA AVE over RVR DES PERES

Map 

Coordinates:
+38.54506, -90.27121
38°32'42" N, 90°16'16" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:ALABAMA AVE over RVR DES PERES
Structure number:12425
Old structure number:0100.011 115 (from 1992 edition)
Location:S 18 T 44 N R 7 E
Purpose:Carries highway over waterway
Route classification:Minor Arterial (Urban) [16]
Length of largest span:70.9 ft. [21.6 m]
Total length:254.9 ft. [77.7 m]
Roadway width between curbs:57.1 ft. [17.4 m]
Deck width edge-to-edge:71.2 ft. [21.7 m]
Skew angle:24°
Owner:City or Municipal Highway Agency [04]
Year built:1994
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:4
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: March 2016 

Status:Posted for load [P]
Average daily traffic:10,800 [as of 2014]
Truck traffic:5% of total traffic
Deck condition:Very Good [8 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:Equal to present desirable criteria [8]
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:76.2 tons [69.3 metric tons]
Inventory rating:45.5 tons [41.4 metric tons]
Evaluation:Functionally obsolete [2]
Sufficiency rating:79.4
Recommended work:Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]
Estimated cost of work:$2,086,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
March 201679.4Functionally obsoleteVery GoodGoodGood10800
March 201479.4Functionally obsoleteVery GoodVery GoodGood10800
April 201278.4Functionally obsoleteVery GoodVery GoodGood10800
May 201078.4Functionally obsoleteVery GoodVery GoodGood10800
August 200878.4Functionally obsoleteVery GoodVery GoodGood10800
May 200678.4Functionally obsoleteVery GoodVery GoodVery Good10800
March 200478.4Functionally obsoleteVery GoodVery GoodVery Good10800
April 200278.4Not deficientVery GoodVery GoodVery Good10800
May 200078.3Not deficientExcellentExcellentExcellent10800
April 199877.7Not deficientExcellentExcellentExcellent10800
April 199677.7Not deficientExcellentExcellentExcellent10800
May 199495.6Not deficientExcellentExcellentExcellent18600