EBL POCAHONTAS TR over TOE INK SWAMP
Map
Coordinates:
+37.48268, -77.1330637°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 |