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EAST 238TH STREET over RTE 907H, BRONX RIVER, M

Bronx County, New York

Map

Coordinates:
+40.90086, -73.86094
40°54'03" N, 73°51'39" W

Facts

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

Name:	EAST 238TH STREET over RTE 907H, BRONX RIVER, M
Structure number:	000000001067150
Location:	4.6 MILES N JCT I95 & BRP
Purpose:	Carries highway and pedestrian walkway over highway, waterway, and railroad
Route classification:	Minor Arterial (Urban) `[16]`
Length of largest span:	76.8 ft. `[23.4 m]`
Total length:	775.0 ft. `[236.2 m]`
Roadway width between curbs:	60.0 ft. `[18.3 m]`
Deck width edge-to-edge:	75.1 ft. `[22.9 m]`
Vertical clearance below bridge:	36.1 ft. `[11.0 m]`
Owner:	City or Municipal Highway Agency `[04]`
Year built:	1930
Historic significance:	Historical significance is not determinable at this time `[4]`
Number of main spans:	10
Main spans material:	Concrete continuous `[2]`
Main spans design:	Arch - Deck `[11]`
Deck type:	Not applicable `[N]`
Wearing surface:	Monolithic Concrete (concurrently placed with structural deck) `[1]`

Latest Available Inspection: October 2017

Good/Fair/Poor Condition:	Fair
Status:	Open, no restriction `[A]`
Average daily traffic:	11,433 `[as of 2016]`
Truck traffic:	7% of total traffic
Superstructure condition:	Fair `[5 out of 9]`
Substructure condition:	Satisfactory `[6 out of 9]`
Structural appraisal:	Somewhat better than minimum adequacy to tolerate being left in place as is `[5]`
Deck geometry appraisal:	Somewhat better than minimum adequacy to tolerate being left in place as is `[5]`
Underclearances appraisal:	Basically intolerable requiring high priority of corrrective action `[3]`
Water adequacy appraisal:	Somewhat better than minimum adequacy to tolerate being left in place as is `[5]`
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:	69.8
Recommended work:	Widening of existing bridge with deck rehabilitation or replacement. `[34]`
Estimated cost of work:	$104,291,000

Previous Inspections

Date	Condition	Deck	Superstructure	Substructure	ADT	Suff. Rating
October 2017	Fair	-	Fair	Satisfactory	11433	69.8
September 2015	Fair	-	Fair	Satisfactory	11913	69.8
October 2013	Fair	-	Fair	Satisfactory	11913	69.8
October 2011	Fair	-	Fair	Satisfactory	11900	69.8
December 2009	Fair	-	Fair	Satisfactory	13343	69.7
November 2007	Fair	-	Fair	Satisfactory	12614	70.7
July 2005	Fair	-	Fair	Satisfactory	12650	70.7
July 2003	Fair	-	Fair	Satisfactory	12650	70.7
November 2001	Fair	-	Fair	Satisfactory	12650	69.2
November 1999	Fair	Fair	Fair	Good	12650	68.2
October 1997	Fair	-	Fair	Fair	12650	50.8
September 1995	Poor	-	Poor	Poor	12650	32.1
September 1993	Poor	-	Fair	Poor	12650	37.0
September 1991	Poor	-	Poor	Poor	12650	39.9

Element Data

Source: National Bridge Elements dataset, 2018 edition. This feature is experimental.

Element	Units	Quantity	1-Good	2-Fair	3-Poor	4-Serious
Superstructure
Reinforced Concrete Arch	linear ft.	680	125	447	108	0
Substructure
Reinforced Concrete Pier Wall	linear ft.	553	0	515	38	0
Reinforced Concrete Abutment	linear ft.	153	0	153	0	0
Bridge Rail
Steel or Aluminum Bridge Rail	linear ft.	1,360	0	1,351	9	0
Steel Protective Coating	sq. ft.	20,690	0	20,690	0	0

© Copyright 2012-19, 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/1381490