ERIE AVENUE over RED BANK RD CR-67

Facts

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

Name:	ERIE AVENUE over RED BANK RD CR-67
Structure number:	3160998
Location:	0.1 MI E OF ROSSLYN DR
Purpose:	Carries highway and pedestrian walkway over highway
Route classification:	Collector (Urban) `[17]`
Length of largest span:	63.0 ft. `[19.2 m]`
Total length:	160.1 ft. `[48.8 m]`
Roadway width between curbs:	60.0 ft. `[18.3 m]`
Deck width edge-to-edge:	74.2 ft. `[22.6 m]`
Vertical clearance below bridge:	18.7 ft. `[5.7 m]`
Skew angle:	28°
Owner:	City or Municipal Highway Agency `[04]`
Year built:	1943
Year reconstructed:	1980
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:	3
Main spans material:	Steel continuous `[4]`
Main spans design:	Stringer/Multi-beam or girder `[02]`
Deck type:	Concrete Cast-in-Place `[1]`
Wearing surface:	Latex Concrete or similar additive `[3]`

Good/Fair/Poor Condition:	Fair
Status:	Open, no restriction `[A]`
Average daily traffic:	26,000 `[as of 2015]`
Truck traffic:	5% of total traffic
Deck condition:	Satisfactory `[6 out of 9]`
Superstructure condition:	Good `[7 out of 9]`
Substructure condition:	Good `[7 out of 9]`
Structural appraisal:	Better than present minimum criteria `[7]`
Deck geometry appraisal:	Basically intolerable requiring high priority of replacement `[2]`
Underclearances appraisal:	Meets minimum tolerable limits to be left in place as is `[4]`
Roadway alignment appraisal:	Equal to present desirable criteria `[8]`
Scour condition:	Bridge not over waterway. `[N]`
Operating rating:	81.3 tons `[73.9 metric tons]`
Inventory rating:	48.8 tons `[44.4 metric tons]`
Sufficiency rating:	88.4

Date	Suff. Rating	Condition	Deck	Superstructure	Substructure	SD/FO	ADT
June 2016	88.4	Fair	Satisfactory	Good	Good	FO	26000
August 2015	90.9	Fair	Satisfactory	Good	Very Good	FO	11200
September 2014	90.9	Fair	Satisfactory	Good	Very Good	FO	11200
May 2013	95.9	Fair	Satisfactory	Good	Very Good	-	11200
June 2012	95.9	Fair	Satisfactory	Good	Good	-	11200
June 2011	95.9	Fair	Satisfactory	Good	Good	-	11200
July 2010	95.9	Good	Good	Good	Good	-	11200
April 2009	95.9	Good	Good	Good	Good	-	11200
May 2008	95.9	Good	Good	Good	Good	-	11200
June 2007	95.9	Good	Good	Good	Good	-	11200
August 2006	95.9	Good	Good	Good	Good	-	11200
March 2005	95.9	Good	Good	Good	Good	-	11200
January 2003	95.9	Good	Good	Good	Good	-	11200
February 2002	95.9	Good	Good	Good	Good	-	11200
October 1999	95.9	Good	Good	Good	Good	-	11200
October 1998	95.9	Good	Good	Good	Good	-	11200
December 1995	95.9	Good	Good	Good	Good	-	11200
November 1994	95.1	Good	Good	Good	Good	FO	11200
October 1993	95.1	Good	Good	Good	Good	FO	11200
September 1992	95.1	Good	Good	Good	Good	FO	11200
December 1991	95.1	Good	Good	Good	Good	FO	11200
March 1991	94.2	Good	Good	Good	Good	FO	23020