Share:

EBL POCAHONTAS TR over TOE INK SWAMP

New Kent County, Virginia

Map

Coordinates:
+37.48268, -77.13306
37°28'58" N, 77°07'59" W

Facts

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

Name:	EBL POCAHONTAS TR over TOE INK SWAMP
Structure number:	000000000012641
Location:	0.03 TO 640 & 0.20 TO 106
Purpose:	Carries highway over waterway
Route classification:	Principal Arterial - Other (Rural) `[02]`
Length of largest span:	53.2 ft. `[16.2 m]`
Total length:	56.1 ft. `[17.1 m]`
Roadway width between curbs:	44.0 ft. `[13.4 m]`
Deck width edge-to-edge:	45.6 ft. `[13.9 m]`
Skew angle:	27°
Owner:	State Highway Agency `[01]`
Year built:	1947
Historic significance:	Bridge is not eligible for the National Register of Historic Places `[5]`
Design load:	M 18 / H 20 `[4]`
Main span material:	Steel `[3]`
Main span design:	Stringer/Multi-beam or girder `[02]`
Deck type:	Concrete Cast-in-Place `[1]`

Latest Available Inspection: March 2018

Good/Fair/Poor Condition:	Poor
Status:	Open, no restriction `[A]`
Average daily traffic:	4,941 `[as of 2014]`
Truck traffic:	4% of total traffic
Deck condition:	Poor `[4 out of 9]`
Superstructure condition:	Fair `[5 out of 9]`
Substructure condition:	Poor `[4 out of 9]`
Structural appraisal:	Meets minimum tolerable limits to be left in place as is `[4]`
Deck geometry appraisal:	Superior to present desirable criteria `[9]`
Water adequacy appraisal:	Equal to present desirable criteria `[8]`
Roadway alignment appraisal:	Equal to present desirable criteria `[8]`
Channel protection:	Bank is beginning to slump. River control devices and embankment protection have widespread minor damage. There is minor stream bed movement evident. Debris is restricting the channel slightly. `[6]`
Scour condition:	Bridge foundations determined to be stable for the assessed or calculated scour condition. `[8]`
Sufficiency rating:	49.6
Recommended work:	Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. `[31]`
Estimated cost of work:	$1,261,000

Previous Inspections

Date	Condition	Deck	Superstructure	Substructure	ADT	Suff. Rating
March 2018	Poor	Poor	Fair	Poor	4941	49.6
March 2017	Poor	Poor	Fair	Poor	4941	49.6
March 2016	Poor	Poor	Fair	Poor	4941	47.7
March 2014	Poor	Poor	Fair	Poor	4676	47.8
March 2013	Fair	Fair	Fair	Fair	4676	66.1
March 2012	Fair	Fair	Fair	Fair	4676	66.1
March 2011	Poor	Poor	Poor	Poor	4676	47.8
March 2010	Poor	Poor	Poor	Poor	4676	47.8
February 2009	Poor	Poor	Poor	Poor	5595	47.5
January 2008	Poor	Fair	Poor	Poor	5190	49.7
February 2006	Fair	Fair	Satisfactory	Fair	5413	65.0
March 2004	Fair	Fair	Satisfactory	Fair	5302	65.0
February 2002	Fair	Fair	Satisfactory	Fair	5000	66.1
February 2000	Fair	Fair	Satisfactory	Fair	4115	63.2
February 1998	Fair	Fair	Satisfactory	Fair	4000	63.2
February 1996	Fair	Fair	Satisfactory	Fair	2450	63.6
March 1994	Fair	Satisfactory	Very Good	Fair	4700	64.3
March 1992	Good	Good	Very Good	Very Good	5680	73.3

Element Data

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

Element	Units	Quantity	1-Good	2-Fair	3-Poor	4-Serious
Superstructure
Steel Girder/Beam	linear ft.	392	0	297	95	0
Steel Protective Coating	sq. ft.	3,282	0	2,745	328	209
Deck
Reinforced Concrete Deck	sq. ft.	2,778	0	2,184	594	0
Substructure
Reinforced Concrete Abutment	linear ft.	189	53	108	28	0
Bearings
Movable Bearing	each	7	0	0	7	0
Steel Protective Coating	sq. ft.	7	0	0	7	0
Fixed Bearing	each	7	0	6	1	0
Steel Protective Coating	sq. ft.	7	0	0	6	1
Bridge Rail
Steel or Aluminum Bridge Rail	linear ft.	112	112	0	0	0
Reinforced Concrete Bridge Rail	linear ft.	112	55	45	12	0
Concrete Protective Coating	sq. ft.	426	209	0	0	217

© 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/1577845