CLIFTON AVENUE over MILL CREEK (CLIFTON AV)

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

Facts

Name:	CLIFTON AVENUE over MILL CREEK (CLIFTON AV)
Structure number:	3136353
Location:	300FT S OF INT SPR GR&CL
Purpose:	Carries highway and pedestrian walkway over waterway
Route classification:	Collector (Urban) `[17]`
Length of largest span:	65.0 ft. `[19.8 m]`
Total length:	126.0 ft. `[38.4 m]`
Roadway width between curbs:	36.1 ft. `[11.0 m]`
Deck width edge-to-edge:	49.5 ft. `[15.1 m]`
Owner:	County Highway Agency `[02]`
Year built:	1935
Historic significance:	Bridge is not eligible for the National Register of Historic Places `[5]`
Design load:	MS 18+Mod / HS 20+Mod `[6]`
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:	Bituminous `[6]`

Good/Fair/Poor Condition:	Good
Status:	Open, no restriction `[A]`
Average daily traffic:	4,691 `[as of 2015]`
Truck traffic:	9% of total traffic
Deck condition:	Very Good `[8 out of 9]`
Superstructure condition:	Excellent `[9 out of 9]`
Substructure condition:	Very Good `[8 out of 9]`
Structural appraisal:	Equal to present desirable criteria `[8]`
Deck geometry appraisal:	Basically intolerable requiring high priority of replacement `[2]`
Water adequacy appraisal:	Superior to present desirable criteria `[9]`
Roadway alignment appraisal:	Equal to present minimum criteria `[6]`
Channel protection:	Banks are protected or well vegetated. River control devices such as spur dikes and embankment protection are not required or are in a stable condition. `[8]`
Scour condition:	Bridge foundations determined to be stable for the assessed or calculated scour condition. `[8]`
Operating rating:	99.1 tons `[90.1 metric tons]`
Inventory rating:	59.2 tons `[53.8 metric tons]`
Sufficiency rating:	79.6
Recommended work:	Bridge rehabilitation because of general structure deterioration or inadequate strength. `[35]`
Estimated cost of work:	$100,000

Date	Suff. Rating	Condition	Deck	Superstructure	Substructure	SD/FO	ADT
October 2016	79.6	Good	Very Good	Excellent	Very Good	FO	4691
October 2015	76.9	Good	Very Good	Excellent	Very Good	FO	13764
July 2014	76.9	Good	Very Good	Excellent	Very Good	FO	13764
August 2013	76.9	Good	Very Good	Excellent	Very Good	FO	13764
August 2012	76.9	Good	Very Good	Excellent	Very Good	FO	13764
October 2011	76.9	Good	Excellent	Excellent	Very Good	FO	13764
November 2010	68.8	Good	Excellent	Excellent	Very Good	FO	13764
June 2009	50.3	Poor	Poor	Fair	Satisfactory	SD	13764
April 2008	50.3	Poor	Poor	Fair	Satisfactory	SD	13764
May 2007	50.3	Poor	Poor	Fair	Satisfactory	SD	13764
April 2006	52.6	Fair	Fair	Fair	Satisfactory	FO	13764
February 2005	52.6	Fair	Fair	Fair	Satisfactory	FO	13764
March 2003	52.6	Fair	Fair	Fair	Satisfactory	FO	13764
April 2002	52.6	Fair	Fair	Fair	Satisfactory	FO	13764
March 2000	52.6	Fair	Fair	Fair	Satisfactory	FO	13764
November 1998	65.8	Fair	Satisfactory	Satisfactory	Satisfactory	FO	13764
October 1995	69.5	Fair	Satisfactory	Satisfactory	Satisfactory	FO	2800
November 1993	69.6	Fair	Satisfactory	Satisfactory	Satisfactory	FO	2800
December 1992	70.6	Fair	Satisfactory	Satisfactory	Satisfactory	FO	2800
November 1991	70.6	Fair	Satisfactory	Satisfactory	Good	FO	2800
October 1990	69.6	Fair	Satisfactory	Satisfactory	Good	FO	2800