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HAMPTON AVE over RVR DES PERES, UP RR, BN

Map 

Coordinates:
+38.62077, -90.28847
38°37'15" N, 90°17'18" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:HAMPTON AVE over RVR DES PERES, UP RR, BN
Structure number:12429
Old structure number:U387510006 115 (from 1992 edition)
Location:S 20 T 44 N R 6 E
Purpose:Carries highway over railroad and waterway
Route classification:Other Principal Arterial (Urban) [14]
Length of largest span:122.1 ft. [37.2 m]
Total length:848.1 ft. [258.5 m]
Roadway width between curbs:71.9 ft. [21.9 m]
Deck width edge-to-edge:87.9 ft. [26.8 m]
Vertical clearance below bridge:22.0 ft. [6.7 m]
Skew angle:23°
Owner:City or Municipal Highway Agency [04]
Year built:1986
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: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: April 2015 

Status:Posted for load [P]
Average daily traffic:44,150 [as of 2013]
Truck traffic:5% of total traffic
Deck condition:Fair [5 out of 9]
Superstructure condition:Fair [5 out of 9]
Substructure condition:Satisfactory [6 out of 9]
Structural appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Deck geometry appraisal:Basically intolerable requiring high priority of corrrective action [3]
Underclearances appraisal:Meets minimum tolerable limits to be left in place as is [4]
Water adequacy appraisal:Superior to present desirable criteria [9]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Channel protection:Bank is beginning to slump. River control devices and embankment protection have widespread minor damage. There is minor stream bed movement evident. Debris is restricting the channel slightly. [6]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Operating rating:62.4 tons [56.7 metric tons]
Inventory rating:41.6 tons [37.8 metric tons]
Evaluation:Functionally obsolete [2]
Sufficiency rating:79.4
Recommended work:Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]
Estimated cost of work:$7,351,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
April 201579.4Functionally obsoleteFairFairSatisfactory44150
April 201379.4Functionally obsoleteFairFairSatisfactory44150
March 201179.4Functionally obsoleteFairFairSatisfactory44150
April 200980.4Functionally obsoleteSatisfactoryFairSatisfactory44150
May 200780.4Functionally obsoleteSatisfactoryFairSatisfactory44150
April 200591.8Functionally obsoleteSatisfactoryVery GoodVery Good44150
April 200391.8Functionally obsoleteSatisfactoryVery GoodVery Good44000
August 200193.8Functionally obsoleteSatisfactoryVery GoodVery Good44000
June 199991.7Functionally obsoleteSatisfactoryVery GoodVery Good44000
June 199195.2Not deficientExcellentExcellentExcellent36482