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MORGANFORD RD over UP RR

Map 

Coordinates:
+38.59673, -90.26233
38°35'48" N, 90°15'44" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:MORGANFORD RD over UP RR
Structure number:12882
Location:AT FAIRVIEW
Purpose:Carries highway and pedestrian walkway over railroad
Route classification:Collector (Urban) [17]
Length of largest span:71.9 ft. [21.9 m]
Total length:164.1 ft. [50.0 m]
Roadway width between curbs:44.0 ft. [13.4 m]
Deck width edge-to-edge:57.7 ft. [17.6 m]
Vertical clearance below bridge:24.9 ft. [7.6 m]
Skew angle:40°
Owner:City or Municipal Highway Agency [04]
Year built:1997
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 [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:Open, no restriction [A]
Average daily traffic:10,900 [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: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]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Scour condition:Bridge not over waterway. [N]
Operating rating:79.2 tons [72.0 metric tons]
Inventory rating:47.5 tons [43.2 metric tons]
Evaluation:Functionally obsolete [2]
Sufficiency rating:77.7
Recommended work:Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]
Estimated cost of work:$1,205,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
March 201677.7Functionally obsoleteGoodGoodVery Good10900
March 201477.7Functionally obsoleteGoodGoodVery Good10900
March 201277.7Functionally obsoleteGoodGoodVery Good10900
May 201077.7Functionally obsoleteGoodGoodVery Good10900
April 200877.7Functionally obsoleteGoodGoodVery Good10900
May 200678.3Functionally obsoleteGoodGoodVery Good10900
April 200479.3Not deficientExcellentExcellentExcellent10900
April 200279.3Not deficientExcellentExcellentExcellent10900
May 200079.3Not deficientExcellentExcellentExcellent10900