Share:

MARKET ST E over RP PINE ST TO IS64E, RP

Map

Coordinates:
+38.63000, -90.20833
38°37'48" N, 90°12'30" 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:14.8 ft. [4.5 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 2016

Good/Fair/Poor Condition:Poor
Status:Posted for load [P]
Average daily traffic:14,221 [as of 2015]
Truck traffic:10% 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]
Operating rating:60.4 tons [54.9 metric tons]
Inventory rating:35.6 tons [32.4 metric tons]
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

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
July 201658.6PoorPoorPoorSatisfactorySD14221
July 201558.6PoorPoorPoorSatisfactorySD14221
August 201458.7PoorPoorPoorSatisfactorySD13727
August 201356.8PoorPoorPoorSatisfactorySD13894
August 201175.6FairFairFairSatisfactoryFO14306
August 200976.9FairSatisfactoryFairSatisfactoryFO14598
August 200779.9FairSatisfactoryFairSatisfactory-15212
August 200579.9FairSatisfactoryFairSatisfactory-15346
August 200379.8FairSatisfactoryFairSatisfactory-15705
October 200191.2FairGoodSatisfactorySatisfactory-15412
September 200076.0FairGoodSatisfactorySatisfactory-149848
September 199976.0FairGoodSatisfactorySatisfactory-149848
September 199876.0FairGoodSatisfactorySatisfactory-149848
October 199776.0FairGoodSatisfactoryGood-149848
October 199676.4FairGoodSatisfactoryGood-119878
October 199578.9FairGoodSatisfactoryGood-119878
September 199481.2FairGoodSatisfactoryGood-119878
September 199281.6FairGoodSatisfactoryGood-114996
November 199177.5FairFairFairGood-7100
October 199181.9FairGoodSatisfactoryGood-111000

Element Data

Source: National Bridge Elements dataset, 2016 edition. This feature is experimental.
ElementUnitsQuantity1. Good2. Fair3. Poor4. Serious
Superstructure
Reinforced Concrete Closed Web/Box Girderlinear ft.346021612010
Deck
Reinforced Concrete Top Flangesq. ft.28,321014,16214,1590
Wearing Surfacessq. ft.28,290024,0464,2440
Substructure
Reinforced Concrete Columneach2051500
Reinforced Concrete Abutmentlinear ft.23019720130
Bearings
Elastomeric Bearingeach2222000
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.628628000
Reinforced Concrete Bridge Raillinear ft.676067600