I-95 RAMP-N over I-95 RAMP S
Map
Coordinates:
+37.23090, -77.3949937°13'51" N, 77°23'42" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | I-95 RAMP-N over I-95 RAMP S |
Structure number: | 000000000021173 |
Location: | .13 FR 460 & .07 TO 95 NB |
Purpose: | Carries highway over highway |
Route classification: | Principal Arterial - Interstate (Urban) [11] |
Length of largest span: | 50.9 ft. [15.5 m] |
Total length: | 56.1 ft. [17.1 m] |
Roadway width between curbs: | 40.0 ft. [12.2 m] |
Deck width edge-to-edge: | 44.0 ft. [13.4 m] |
Vertical clearance below bridge: | 13.1 ft. [4.0 m] |
Skew angle: | 50° |
Owner: | State Highway Agency [01] |
Year built: | 1978 |
Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
Design load: | MS 18+Mod / HS 20+Mod [6] |
Main span material: | Steel [3] |
Main span design: | Stringer/Multi-beam or girder [02] |
Deck type: | Concrete Cast-in-Place [1] |
Latest Available Inspection: August 2018
Good/Fair/Poor Condition: | Fair |
Status: | Open, no restriction [A] |
Average daily traffic: | 3,400 [as of 2017] |
Deck condition: | Satisfactory [6 out of 9] |
Superstructure condition: | Satisfactory [6 out of 9] |
Substructure condition: | Satisfactory [6 out of 9] |
Structural appraisal: | Equal to present minimum criteria [6] |
Deck geometry appraisal: | Superior to present desirable criteria [9] |
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] |
Sufficiency rating: | 94.9 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
August 2018 | Fair | Satisfactory | Satisfactory | Satisfactory | 3400 | 94.9 |
August 2016 | Fair | Satisfactory | Good | Satisfactory | 8627 | 92.3 |
August 2014 | Fair | Satisfactory | Good | Satisfactory | 4000 | 96.4 |
August 2012 | Fair | Satisfactory | Good | Satisfactory | 4000 | 96.4 |
August 2010 | Fair | Satisfactory | Good | Satisfactory | 4000 | 96.4 |
July 2008 | Fair | Satisfactory | Good | Satisfactory | 4000 | 96.4 |
July 2006 | Fair | Satisfactory | Satisfactory | Fair | 4000 | 84.9 |
July 2004 | Fair | Satisfactory | Satisfactory | Fair | 4000 | 84.9 |
July 2002 | Fair | Good | Good | Satisfactory | 4000 | 96.4 |
July 2000 | Good | Very Good | Very Good | Good | 4000 | 92.4 |
August 1998 | Good | Very Good | Very Good | Good | 4000 | 92.4 |
August 1996 | Good | Very Good | Very Good | Good | 4000 | 92.4 |
August 1994 | Good | Very Good | Very Good | Very Good | 4000 | 92.3 |
August 1992 | Fair | Fair | Very Good | Very Good | 4000 | 91.3 |
June 1991 | Fair | Fair | Very Good | Very Good | 4000 | 91.3 |
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. | 324 | 181 | 140 | 3 | 0 |
Steel Protective Coating | sq. ft. | 2,848 | 1,592 | 0 | 1,230 | 26 |
Deck |
Reinforced Concrete Deck | sq. ft. | 2,464 | 0 | 2,425 | 39 | 0 |
Substructure |
Reinforced Concrete Abutment | linear ft. | 317 | 133 | 122 | 62 | 0 |
Joints |
Pourable Joint | linear ft. | 137 | 58 | 12 | 12 | 55 |
Bearings |
Elastomeric Bearing | each | 6 | 0 | 0 | 6 | 0 |
Steel Protective Coating | sq. ft. | 12 | 0 | 0 | 0 | 12 |
Fixed Bearing | each | 6 | 0 | 3 | 3 | 0 |
Steel Protective Coating | sq. ft. | 12 | 0 | 0 | 6 | 6 |
Bridge Rail |
Steel or Aluminum Bridge Rail | linear ft. | 114 | 57 | 57 | 0 | 0 |
Reinforced Concrete Bridge Rail | linear ft. | 114 | 59 | 40 | 15 | 0 |