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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

Good/Fair/Poor Condition:Good
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]
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. RatingConditionDeckSuperstructureSubstructureSD/FOADT
March 201677.7GoodGoodGoodVery GoodFO10900
March 201477.7GoodGoodGoodVery GoodFO10900
March 201277.7GoodGoodGoodVery GoodFO10900
May 201077.7GoodGoodGoodVery GoodFO10900
April 200877.7GoodGoodGoodVery GoodFO10900
May 200678.3GoodGoodGoodVery GoodFO10900
April 200479.3GoodExcellentExcellentExcellent-10900
April 200279.3GoodExcellentExcellentExcellent-10900
May 200079.3GoodExcellentExcellentExcellent-10900