HAMPTON AVE over RVR DES PERES, UP RR, BN
Map
Coordinates:
+38.62154, -90.2882438°37'18" 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: | 19.7 ft. [6.0 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 2017
Good/Fair/Poor Condition: | Fair |
Status: | Posted for load [P] |
Average daily traffic: | 44,150 [as of 2017] |
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] |
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
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
April 2017 | Fair | Fair | Fair | Satisfactory | 44150 | 79.4 |
April 2015 | Fair | Fair | Fair | Satisfactory | 44150 | 79.4 |
April 2013 | Fair | Fair | Fair | Satisfactory | 44150 | 79.4 |
March 2011 | Fair | Fair | Fair | Satisfactory | 44150 | 79.4 |
April 2009 | Fair | Satisfactory | Fair | Satisfactory | 44150 | 80.4 |
May 2007 | Fair | Satisfactory | Fair | Satisfactory | 44150 | 80.4 |
April 2005 | Fair | Satisfactory | Very Good | Very Good | 44150 | 91.8 |
April 2003 | Fair | Satisfactory | Very Good | Very Good | 44000 | 91.8 |
August 2001 | Fair | Satisfactory | Very Good | Very Good | 44000 | 93.8 |
June 1999 | Fair | Satisfactory | Very Good | Very Good | 44000 | 91.7 |
June 1991 | Good | Excellent | Excellent | Excellent | 36482 | 95.2 |
Element Data
Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
Element | Units | Quantity | 1-Good | 2-Fair | 3-Poor | 4-Serious |
---|
Superstructure |
Steel Girder/Beam | linear ft. | 2,914 | 2,248 | 666 | 0 | 0 |
Steel Protective Coating | sq. ft. | 2,200 | 1,902 | 225 | 73 | 0 |
Prestressed Concrete Girder/Beam | linear ft. | 6,033 | 6,033 | 0 | 0 | 0 |
Reinforced Concrete Girder/Beam | linear ft. | 529 | 493 | 36 | 0 | 0 |
Deck |
Reinforced Concrete Deck | sq. ft. | 64,380 | 0 | 64,380 | 0 | 0 |
Wearing Surfaces | sq. ft. | 60,624 | 0 | 60,624 | 0 | 0 |
Substructure |
Reinforced Concrete Column | each | 54 | 48 | 5 | 1 | 0 |
Reinforced Concrete Pier Wall | linear ft. | 342 | 317 | 25 | 0 | 0 |
Reinforced Concrete Abutment | linear ft. | 248 | 188 | 55 | 5 | 0 |
Concrete Protective Coating | sq. ft. | 1,700 | 850 | 850 | 0 | 0 |
Reinforced Concrete Pier Cap | linear ft. | 836 | 629 | 203 | 4 | 0 |
Joints |
Strip Seal Joint | linear ft. | 190 | 95 | 0 | 0 | 95 |
Pourable Joint | linear ft. | 176 | 88 | 81 | 7 | 0 |
Bearings |
Movable Bearing | each | 30 | 28 | 2 | 0 | 0 |
Enclosed/Concealed Bearing | each | 168 | 144 | 12 | 12 | 0 |
Fixed Bearing | each | 10 | 10 | 0 | 0 | 0 |
Bridge Rail |
Reinforced Concrete Bridge Rail | linear ft. | 1,684 | 0 | 842 | 842 | 0 |