TRACY AVE S over US 71, RP US71N TO 22ND

Map

Coordinates:
+39.08447, -94.56839
39°05'04" N, 94°34'06" W

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

Name:	TRACY AVE S over US 71, RP US71N TO 22ND
Structure number:	12087
Location:	S 9 T 49 N R 33 W
Purpose:	Carries highway and pedestrian walkway over highway
Route classification:	Local (Urban) `[19]`
Length of largest span:	121.1 ft. `[36.9 m]`
Total length:	309.1 ft. `[94.2 m]`
Roadway width between curbs:	26.9 ft. `[8.2 m]`
Deck width edge-to-edge:	29.5 ft. `[9.0 m]`
Vertical clearance below bridge:	16.4 ft. `[5.0 m]`
Skew angle:	2°
Owner:	State Highway Agency `[01]`
Year built:	1998
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:	2
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:	Good
Status:	Open, no restriction `[A]`
Average daily traffic:	1,598 `[as of 2016]`
Truck traffic:	5% of total traffic
Deck condition:	Good `[7 out of 9]`
Superstructure condition:	Very Good `[8 out of 9]`
Substructure condition:	Very Good `[8 out of 9]`
Structural appraisal:	Better than present minimum criteria `[7]`
Deck geometry appraisal:	Basically intolerable requiring high priority of corrrective action `[3]`
Underclearances appraisal:	Basically intolerable requiring high priority of corrrective action `[3]`
Roadway alignment appraisal:	Equal to present desirable criteria `[8]`
Scour condition:	Bridge not over waterway. `[N]`
Sufficiency rating:	77.8
Recommended work:	Bridge rehabilitation because of general structure deterioration or inadequate strength. `[35]`
Estimated cost of work:	$959,000

Date	Condition	Deck	Superstructure	Substructure	ADT	Suff. Rating
September 2017	Good	Good	Very Good	Very Good	1598	77.8
September 2015	Good	Good	Very Good	Excellent	1429	75.8
September 2013	Good	Good	Very Good	Excellent	1429	75.8
September 2011	Good	Good	Very Good	Excellent	5500	70.5
December 2009	Good	Very Good	Very Good	Excellent	5500	70.3
January 2008	Good	Excellent	Excellent	Excellent	5500	70.3
November 2005	Good	Excellent	Excellent	Excellent	5500	70.3
November 2003	Good	Excellent	Excellent	Excellent	5500	70.3
October 2001	Good	Excellent	Excellent	Excellent	16000	72.7