SALISBURY ST over MISSISSIPPI RVR

Map

Coordinates:
+38.66483, -90.18619
38°39'53" N, 90°11'10" W

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

Name:	SALISBURY ST over MISSISSIPPI RVR
Structure number:	32776
Location:	S
Purpose:	Carries highway over waterway
Route classification:	Minor Arterial (Urban) `[16]`
Length of largest span:	517.4 ft. `[157.7 m]`
Total length:	5733.5 ft. `[1747.5 m]`
Roadway width between curbs:	24.0 ft. `[7.3 m]`
Deck width edge-to-edge:	47.2 ft. `[14.4 m]`
Vertical clearance above deck:	19.0 ft. `[5.8 m]`
Vertical clearance below bridge:	45.9 ft. `[14.0 m]`
Owner:	State Highway Agency `[01]`
Year built:	1910
Year reconstructed:	2005
Historic significance:	Historical significance is not determinable at this time `[4]`
Design load:	MS 18 / HS 20 `[5]`
Number of main spans:	3
Main spans material:	Steel continuous `[4]`
Main spans design:	Truss - Thru `[10]`
Deck type:	Concrete Cast-in-Place `[1]`

Good/Fair/Poor Condition:	Poor
Status:	Open, no restriction `[A]`
Average daily traffic:	10,000 `[as of 2017]`
Truck traffic:	10% of total traffic
Deck condition:	Satisfactory `[6 out of 9]`
Superstructure condition:	Serious `[3 out of 9]`
Substructure condition:	Serious `[3 out of 9]`
Structural appraisal:	Basically intolerable requiring high priority of corrrective action `[3]`
Deck geometry appraisal:	Basically intolerable requiring high priority of replacement `[2]`
Water adequacy appraisal:	Superior to present desirable criteria `[9]`
Roadway alignment appraisal:	Basically intolerable requiring high priority of corrrective action `[3]`
Channel protection:	Bank protection is in need of minor repairs. River control devices and embankment protection have a little minor damage. Banks and/or channel have minor amounts of drift. `[7]`
Pier/abutment protection:	None present but re-evaluation suggested `[5]`
Scour condition:	Bridge foundations determined to be stable for assessed or calculated scour condition. `[5]`
Sufficiency rating:	10.5
Recommended work:	Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. `[31]`
Estimated cost of work:	$100,867,000

Date	Condition	Deck	Superstructure	Substructure	ADT	Suff. Rating
August 2017	Poor	Satisfactory	Serious	Serious	10000	10.5
September 2015	Fair	Satisfactory	Fair	Fair	10000	43.5
September 2013	Fair	Satisfactory	Fair	Fair	10000	43.5
September 2011	Poor	Satisfactory	Poor	Very Good	10000	27.5
September 2009	Poor	Satisfactory	Poor	Very Good	10000	27.5