PAVILION BLVD. over MALLARD CREEK

Map 

Facts 

Name:	PAVILION BLVD. over MALLARD CREEK
Structure number:	000000001191017
Location:	.2 MI.S.JCT.US29
Purpose:	Carries highway and pedestrian walkway over waterway
Route classification:	Local (Urban) [19]
Length of largest span:	44.9 ft. [13.7 m]
Total length:	272.0 ft. [82.9 m]
Roadway width between curbs:	51.8 ft. [15.8 m]
Deck width edge-to-edge:	65.9 ft. [20.1 m]
Owner:	City or Municipal Highway Agency [04]
Year built:	1960
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:	6
Main spans material:	Prestressed concrete [5]
Main spans design:	Slab [01]
Deck type:	Concrete Precast Panels [2]
Wearing surface:	Bituminous [6]

Latest Available Inspection: April 2016 

Good/Fair/Poor Condition:	Fair
Status:	Open, no restriction [A]
Average daily traffic:	7,300 [as of 2012]
Truck traffic:	7% of total traffic
Deck condition:	Satisfactory [6 out of 9]
Superstructure condition:	Satisfactory [6 out of 9]
Substructure condition:	Satisfactory [6 out of 9]
Structural appraisal:	Equal to present minimum criteria [6]
Deck geometry appraisal:	Meets minimum tolerable limits to be left in place as is [4]
Water adequacy appraisal:	Better than present minimum criteria [7]
Roadway alignment appraisal:	Equal to present desirable criteria [8]
Channel protection:	Bank protection is being eroded. River control devices and/or embankment have major damage. Trees and rush restrict the channel. [5]
Pier/abutment protection:	Navigation protection not required [1]
Scour condition:	Bridge foundations determined to be stable for assessed or calculated scour condition. [5]
Operating rating:	49.0 tons [44.5 metric tons]
Inventory rating:	28.9 tons [26.3 metric tons]
Sufficiency rating:	77.2
Recommended work:	Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]

Previous Inspections 

Date	Suff. Rating	Condition	Deck	Superstructure	Substructure	SD/FO	ADT
April 2016	77.2	Fair	Satisfactory	Satisfactory	Satisfactory	-	7300
April 2014	76.0	Fair	Satisfactory	Good	Good	-	7300
April 2012	79.8	Good	Good	Good	Good	FO	1000
April 2010	58.6	Good	Good	Good	Good	FO	1000
April 2008	58.6	Good	Good	Good	Good	FO	1000
June 2006	58.6	Good	Good	Good	Good	FO	1000
May 2004	58.6	Good	Good	Good	Very Good	FO	1000