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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 

Good/Fair/Poor Condition:Fair
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]
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. RatingConditionDeckSuperstructureSubstructureSD/FOADT
April 201579.4FairFairFairSatisfactoryFO44150
April 201379.4FairFairFairSatisfactoryFO44150
March 201179.4FairFairFairSatisfactoryFO44150
April 200980.4FairSatisfactoryFairSatisfactoryFO44150
May 200780.4FairSatisfactoryFairSatisfactoryFO44150
April 200591.8FairSatisfactoryVery GoodVery GoodFO44150
April 200391.8FairSatisfactoryVery GoodVery GoodFO44000
August 200193.8FairSatisfactoryVery GoodVery GoodFO44000
June 199991.7FairSatisfactoryVery GoodVery GoodFO44000
June 199195.2GoodExcellentExcellentExcellent-36482