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MACKLAND AVE over RVR DES PERES

Map 

Coordinates:
+38.62210, -90.27608
38°37'20" N, 90°16'34" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:MACKLAND AVE over RVR DES PERES
Structure number:12432
Location:S. OF MANCHESTER
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Collector (Urban) [17]
Length of largest span:60.0 ft. [18.3 m]
Total length:121.1 ft. [36.9 m]
Roadway width between curbs:27.9 ft. [8.5 m]
Deck width edge-to-edge:35.1 ft. [10.7 m]
Skew angle:12°
Owner:City or Municipal Highway Agency [04]
Year built:1926
Year reconstructed:1986
Historic significance:Historical significance is not determinable at this time [4]
Design load:MS 18 / HS 20 [5]
Number of main spans:2
Main spans material:Prestressed concrete [5]
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:5,587 [as of 2014]
Truck traffic:5% of total traffic
Deck condition:Good [7 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: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:68.3 tons [62.1 metric tons]
Inventory rating:49.5 tons [45.0 metric tons]
Evaluation:Functionally obsolete [2]
Sufficiency rating:79.3
Recommended work:Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]
Estimated cost of work:$591,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
March 201679.3Functionally obsoleteGoodGoodGood5587
March 201479.3Functionally obsoleteGoodGoodGood5587
March 201278.3Functionally obsoleteGoodGoodGood5587
May 201078.3Functionally obsoleteGoodGoodVery Good5587
April 200878.3Functionally obsoleteGoodGoodVery Good5587
May 200678.7Functionally obsoleteGoodGoodVery Good5587
March 200478.7Functionally obsoleteGoodVery GoodVery Good5587
April 200278.7Functionally obsoleteGoodVery GoodVery Good5587
May 200078.7Functionally obsoleteGoodVery GoodVery Good5587