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.

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]`

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

Date	Suff. Rating	Condition	Deck	Superstructure	Substructure	SD/FO	ADT
April 2015	79.4	Fair	Fair	Fair	Satisfactory	FO	44150
April 2013	79.4	Fair	Fair	Fair	Satisfactory	FO	44150
March 2011	79.4	Fair	Fair	Fair	Satisfactory	FO	44150
April 2009	80.4	Fair	Satisfactory	Fair	Satisfactory	FO	44150
May 2007	80.4	Fair	Satisfactory	Fair	Satisfactory	FO	44150
April 2005	91.8	Fair	Satisfactory	Very Good	Very Good	FO	44150
April 2003	91.8	Fair	Satisfactory	Very Good	Very Good	FO	44000
August 2001	93.8	Fair	Satisfactory	Very Good	Very Good	FO	44000
June 1999	91.7	Fair	Satisfactory	Very Good	Very Good	FO	44000
June 1991	95.2	Good	Excellent	Excellent	Excellent	-	36482