BELLEVIEW AVE over BRUSH CR

Map

Coordinates:
+39.03883, -94.59876
39°02'20" N, 94°35'56" W

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

Name:	BELLEVIEW AVE over BRUSH CR
Structure number:	25434
Old structure number:	S078B42 048 `(from 1992 edition)`
Location:	S 30 T 49 N R 33 W
Purpose:	Carries highway over waterway
Route classification:	Other Principal Arterial (Urban) `[14]`
Length of largest span:	35.1 ft. `[10.7 m]`
Total length:	88.9 ft. `[27.1 m]`
Roadway width between curbs:	27.9 ft. `[8.5 m]`
Deck width edge-to-edge:	48.2 ft. `[14.7 m]`
Skew angle:	13°
Owner:	City or Municipal Highway Agency `[04]`
Year built:	1955
Historic significance:	Bridge is not eligible for the National Register of Historic Places `[5]`
Design load:	M 18 / H 20 `[4]`
Number of main spans:	3
Main spans material:	Concrete continuous `[2]`
Main spans design:	Slab `[01]`
Deck type:	Concrete Cast-in-Place `[1]`
Wearing surface:	Monolithic Concrete (concurrently placed with structural deck) `[1]`

Good/Fair/Poor Condition:	Poor
Status:	Posted for load `[P]`
Average daily traffic:	2,400 `[as of 2016]`
Truck traffic:	3% of total traffic
Deck condition:	Poor `[4 out of 9]`
Superstructure condition:	Poor `[4 out of 9]`
Substructure condition:	Satisfactory `[6 out of 9]`
Structural appraisal:	Meets minimum tolerable limits to be left in place as is `[4]`
Deck geometry appraisal:	Meets minimum tolerable limits to be left in place as is `[4]`
Water adequacy appraisal:	Equal to present minimum criteria `[6]`
Roadway alignment appraisal:	Equal to present desirable criteria `[8]`
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]`
Scour condition:	Bridge foundations determined to be stable for assessed or calculated scour condition. `[5]`
Sufficiency rating:	59.3
Recommended work:	Bridge rehabilitation because of general structure deterioration or inadequate strength. `[35]`
Estimated cost of work:	$621,000

Date	Condition	Deck	Superstructure	Substructure	ADT	Suff. Rating
March 2018	Poor	Poor	Poor	Satisfactory	2400	59.3
March 2016	Fair	Fair	Fair	Good	2400	77.4
April 2014	Fair	Fair	Fair	Good	2400	77.4
April 2012	Fair	Fair	Satisfactory	Good	2400	88.4
April 2010	Fair	Fair	Satisfactory	Good	3000	81.8
April 2008	Fair	Fair	Satisfactory	Good	3000	81.8
March 2006	Fair	Fair	Satisfactory	Good	3000	81.8
March 2004	Fair	Fair	Satisfactory	Good	3000	81.8
June 2002	Fair	Fair	Satisfactory	Good	14291	79.1
June 2000	Fair	Fair	Satisfactory	Good	14291	78.2
June 1998	Fair	Fair	Satisfactory	Good	17800	77.8
July 1996	Fair	Fair	Satisfactory	Good	17800	77.8
September 1994	Fair	Fair	Satisfactory	Good	17800	78.3
November 1992	Fair	Fair	Satisfactory	Good	17800	76.3