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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 

Good/Fair/Poor Condition:Good
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]
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. RatingConditionDeckSuperstructureSubstructureSD/FOADT
March 201679.3GoodGoodGoodGoodFO5587
March 201479.3GoodGoodGoodGoodFO5587
March 201278.3GoodGoodGoodGoodFO5587
May 201078.3GoodGoodGoodVery GoodFO5587
April 200878.3GoodGoodGoodVery GoodFO5587
May 200678.7GoodGoodGoodVery GoodFO5587
March 200478.7GoodGoodVery GoodVery GoodFO5587
April 200278.7GoodGoodVery GoodVery GoodFO5587
May 200078.7GoodGoodVery GoodVery GoodFO5587