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RP PINE ST TO IS64 over IS 64, TRRA RR, RP IS64E

Map 

Coordinates:
+38.62477, -90.20774
38°37'29" N, 90°12'28" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:RP PINE ST TO IS64 over IS 64, TRRA RR, RP IS64E
Structure number:1263
Old structure number:A1523 2 (from 1992 edition)
Location:S 23 T 45 N R 7 E
Purpose:Carries highway overpass over highway and railroad
Route classification:Principal Arterial - Interstate (Urban) [11]
Length of largest span:202.8 ft. [61.8 m]
Total length:1397.0 ft. [425.8 m]
Roadway width between curbs:24.0 ft. [7.3 m]
Deck width edge-to-edge:28.5 ft. [8.7 m]
Vertical clearance below bridge:15.1 ft. [4.6 m]
Skew angle:12°
Owner:State Highway Agency [01]
Year built:1970
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:Steel continuous [4]
Main spans design:Girder and floorbeam system [03]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Epoxy Overlay [5]

Latest Available Inspection: June 2016 

Good/Fair/Poor Condition:Poor
Status:Posted for load [P]
Average daily traffic:1,405 [as of 2015]
Truck traffic:19% 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:Better than present minimum criteria [7]
Underclearances appraisal:Meets minimum tolerable limits to be left in place as is [4]
Roadway alignment appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Scour condition:Bridge not over waterway. [N]
Operating rating:48.5 tons [44.1 metric tons]
Inventory rating:29.7 tons [27.0 metric tons]
Recommended work:Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]
Estimated cost of work:$6,667,000

Previous Inspections 

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
June 20160.0PoorPoorPoorSatisfactorySD1405
July 20140.0PoorPoorPoorSatisfactorySD1403
July 20120.0PoorPoorPoorSatisfactorySD1359
September 201157.7PoorPoorPoorSatisfactorySD1409
August 201057.5PoorPoorPoorSatisfactorySD1423
July 200954.7PoorPoorPoorSatisfactorySD5354
July 200854.7PoorPoorPoorSatisfactorySD5299
July 200771.6PoorPoorFairSatisfactorySD5500
July 200573.7FairFairFairSatisfactory-5500
August 200384.1FairSatisfactorySatisfactorySatisfactoryFO5500
October 200176.4FairSatisfactorySatisfactoryFair-2128
July 199675.5GoodGoodGoodGood-1520
December 199575.4GoodGoodGoodGood-1520
February 199475.4GoodGoodGoodGood-1520
March 199377.5GoodGoodGoodVery Good-1520
November 199177.5GoodVery GoodVery GoodVery Good-1520