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MARKET ST E over RP PINE ST TO IS64E, RP

Map

Coordinates:
+38.63029, -90.21119
38°37'49" N, 90°12'40" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:MARKET ST E over RP PINE ST TO IS64E, RP
Structure number:799
Old structure number:A1500R3 4 (from 1992 edition)
Location:S 23 T 45 N R 7 E
Purpose:Carries highway over highway
Route classification:Other Principal Arterial (Urban) [14]
Length of largest span:73.5 ft. [22.4 m]
Total length:345.2 ft. [105.2 m]
Roadway width between curbs:82.0 ft. [25.0 m]
Deck width edge-to-edge:93.8 ft. [28.6 m]
Vertical clearance below bridge:13.1 ft. [4.0 m]
Owner:State Highway Agency [01]
Year built:1963
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Number of main spans:6
Main spans material:Concrete continuous [2]
Main spans design:Box Beam or girders - Single or Spread [06]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: July 2017

Good/Fair/Poor Condition:Poor
Status:Posted for load [P]
Average daily traffic:14,306 [as of 2016]
Truck traffic:5% of total traffic
Deck condition:Poor [4 out of 9]
Superstructure condition:Poor [4 out of 9]
Substructure condition:Satisfactory [6 out of 9]
Structural appraisal:Meets minimum tolerable limits to be left in place as is [4]
Deck geometry appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Underclearances appraisal:Basically intolerable requiring high priority of corrrective action [3]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Scour condition:Bridge not over waterway. [N]
Sufficiency rating:58.6
Recommended work:Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]
Estimated cost of work:$3,249,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
July 2017PoorPoorPoorSatisfactory1430658.6
July 2016PoorPoorPoorSatisfactory1422158.6
July 2015PoorPoorPoorSatisfactory1422158.6
August 2014PoorPoorPoorSatisfactory1372758.7
August 2013PoorPoorPoorSatisfactory1389456.8
August 2011FairFairFairSatisfactory1430675.6
August 2009FairSatisfactoryFairSatisfactory1459876.9
August 2007FairSatisfactoryFairSatisfactory1521279.9
August 2005FairSatisfactoryFairSatisfactory1534679.9
August 2003FairSatisfactoryFairSatisfactory1570579.8
October 2001FairGoodSatisfactorySatisfactory1541291.2
September 2000FairGoodSatisfactorySatisfactory14984876.0
September 1999FairGoodSatisfactorySatisfactory14984876.0
September 1998FairGoodSatisfactorySatisfactory14984876.0
October 1997FairGoodSatisfactoryGood14984876.0
October 1996FairGoodSatisfactoryGood11987876.4
October 1995FairGoodSatisfactoryGood11987878.9
September 1994FairGoodSatisfactoryGood11987881.2
September 1992FairGoodSatisfactoryGood11499681.6
November 1991FairFairFairGood710077.5
October 1991FairGoodSatisfactoryGood11100081.9

Element Data

Source: National Bridge Elements dataset, 2018 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Reinforced Concrete Closed Web/Box Girderlinear ft.34604726930
Deck
Reinforced Concrete Top Flangesq. ft.32,218016,11016,1080
Wearing Surfacessq. ft.28,290014,14514,1450
Substructure
Reinforced Concrete Columneach2051410
Reinforced Concrete Abutmentlinear ft.23019020200
Bearings
Elastomeric Bearingeach2222000
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.6285980300
Reinforced Concrete Bridge Raillinear ft.67604961800