Share:

DICKERSON STREET over ONONDAGA CREEK

Onondaga County, New York

Map

Coordinates:
+43.04435, -76.15432
43°02'40" N, 76°09'16" W

View more info at Bridgehunter.com

Facts

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

Name:	DICKERSON STREET over ONONDAGA CREEK
Structure number:	000000002208500
Location:	.2 MI S OF STATE ARMORY
Purpose:	Carries highway and pedestrian walkway over waterway
Route classification:	Local (Urban) `[19]`
Length of largest span:	68.9 ft. `[21.0 m]`
Total length:	73.2 ft. `[22.3 m]`
Roadway width between curbs:	22.0 ft. `[6.7 m]`
Deck width edge-to-edge:	35.4 ft. `[10.8 m]`
Skew angle:	31°
Owner:	City or Municipal Highway Agency `[04]`
Year reconstructed:	2015
Historic significance:	Bridge is eligible for the National Register of Historic Places `[2]`
Design load:	MS 18 / HS 20 `[5]`
Main span material:	Steel `[3]`
Main span design:	Arch - Deck `[11]`
Deck type:	Concrete Cast-in-Place `[1]`
Wearing surface:	Integral Concrete (separate non-modified layer of concrete added to structural deck) `[2]`

Latest Available Inspection: April 2018

Good/Fair/Poor Condition:	Fair
Status:	Open, no restriction `[A]`
Average daily traffic:	712 `[as of 2011]`
Truck traffic:	5% of total traffic
Deck condition:	Excellent `[9 out of 9]`
Superstructure condition:	Satisfactory `[6 out of 9]`
Substructure condition:	Very Good `[8 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:	Equal to present desirable criteria `[8]`
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 the assessed or calculated scour condition. `[8]`
Sufficiency rating:	84.5
Recommended work:	Widening of existing bridge with deck rehabilitation or replacement. `[34]`
Estimated cost of work:	$3,358,000

Previous Inspections

Date	Condition	Deck	Superstructure	Substructure	ADT	Suff. Rating
April 2018	Fair	Excellent	Satisfactory	Very Good	712	84.5
April 2016	Good	Excellent	Very Good	Very Good	801	83.0
May 2014	Fair	Fair	Fair	Satisfactory	795	66.2
April 2012	Fair	Fair	Fair	Satisfactory	790	66.2
May 2010	Fair	Fair	Fair	Satisfactory	1047	64.1
May 2008	Fair	Fair	Fair	Satisfactory	1047	64.1
April 2006	Fair	Fair	Fair	Satisfactory	1047	64.1
April 2004	Fair	Fair	Fair	Satisfactory	1047	64.1
June 2002	Fair	Fair	Satisfactory	Satisfactory	1047	76.9
May 2000	Fair	Fair	Satisfactory	Satisfactory	1047	76.9
June 1998	Fair	Fair	Satisfactory	Satisfactory	1296	76.9
June 1996	Poor	Poor	Poor	Poor	2000	48.3
July 1994	Poor	Poor	Poor	Poor	2000	48.4
June 1992	Poor	Poor	Poor	Poor	2000	48.4
June 1990	Poor	Poor	Poor	Poor	2000	47.4

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.

Element	Units	Quantity	1-Good	2-Fair	3-Poor	4-Serious
Deck
Reinforced Concrete Deck	sq. ft.	2,592	2,592	0	0	0
Wearing Surfaces	sq. ft.	1,606	0	1,606	0	0
Superstructure
Steel Arch	linear ft.	69	0	69	0	0
Steel Protective Coating	sq. ft.	5,556	5,530	26	0	0
Substructure
Reinforced Concrete Abutment	linear ft.	80	79	1	0	0
Bridge Rail
Reinforced Concrete Bridge Rail	linear ft.	146	106	40	0	0

© Copyright 2012-20, James Baughn
Disclaimer: All data is taken from the National Bridge Inventory and has not been verified.
This page's URL is http://bridgereports.com/1383774