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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

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
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

Element Data

Source: National Bridge Elements dataset, 2016 edition. This feature is experimental.
ElementUnitsQuantity1. Good2. Fair3. Poor4. Serious
Superstructure
Steel Girder/Beamlinear ft.2,9142,33158300
Steel Protective Coatingsq. ft.2,2001,902225730
Prestressed Concrete Girder/Beamlinear ft.6,0336,033000
Reinforced Concrete Girder/Beamlinear ft.5294933600
Deck
Reinforced Concrete Decksq. ft.64,380064,38000
Wearing Surfacessq. ft.60,624060,62400
Substructure
Reinforced Concrete Columneach5448510
Reinforced Concrete Pier Walllinear ft.3423172500
Reinforced Concrete Abutmentlinear ft.2481885550
Concrete Protective Coatingsq. ft.1,70085085000
Reinforced Concrete Pier Caplinear ft.83662920340
Joints
Strip Seal Jointlinear ft.190950095
Pourable Jointlinear ft.176888170
Bearings
Movable Bearingeach3028200
Enclosed/Concealed Bearingeach16814412120
Fixed Bearingeach1010000
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.1,68408428420