Share: 
US 6 ML over N.FK.FRENCHMAN CREEK
Map
Coordinates:
+40.61512, -102.48653
40°36'54" N, 102°29'11" W
+40.61512, -102.48653
40°36'54" N, 102°29'11" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
| Name: | US 6 ML over N.FK.FRENCHMAN CREEK |
| Structure number: | B-27-J |
| Location: | 1 MI W of Paoli |
| Purpose: | Carries highway over waterway |
| Route classification: | Minor Arterial (Rural) [06] |
| Length of largest span: | 83.0 ft. [25.3 m] |
| Total length: | 169.0 ft. [51.5 m] |
| Roadway width between curbs: | 40.0 ft. [12.2 m] |
| Deck width edge-to-edge: | 43.0 ft. [13.1 m] |
| Skew angle: | 37° |
| Owner: | State Highway Agency [01] |
| Year built: | 2004 |
| Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
| Design load: | MS 22.5 / HS 25 [9] |
| Number of main spans: | 2 |
| Main spans material: | Prestressed concrete continuous [6] |
| Main spans design: | Stringer/Multi-beam or girder [02] |
| Deck type: | Concrete Cast-in-Place [1] |
| Wearing surface: | Bituminous [6] |
Latest Available Inspection: May 2017
| Good/Fair/Poor Condition: | Good |
| Status: | Open, no restriction [A] |
| Average daily traffic: | 1,600 [as of 2011] |
| Truck traffic: | 21% of total traffic |
| Deck condition: | Good [7 out of 9] |
| Superstructure condition: | Good [7 out of 9] |
| Substructure condition: | Good [7 out of 9] |
| Structural appraisal: | Better than present minimum criteria [7] |
| Deck geometry appraisal: | Better than present minimum criteria [7] |
| Water adequacy appraisal: | Equal to present desirable criteria [8] |
| Roadway alignment appraisal: | Equal to present desirable criteria [8] |
| Channel protection: | Banks are protected or well vegetated. River control devices such as spur dikes and embankment protection are not required or are in a stable condition. [8] |
| Scour condition: | Bridge foundations determined to be stable for assessed or calculated scour condition. [5] |
| Sufficiency rating: | 98.9 |
Previous Inspections
| Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
|---|---|---|---|---|---|---|
| May 2017 | Good | Good | Good | Good | 1600 | 98.9 |
| May 2015 | Good | Good | Good | Good | 1600 | 98.9 |
| May 2013 | Good | Very Good | Good | Very Good | 1600 | 98.9 |
| May 2011 | Good | Very Good | Good | Very Good | 1500 | 98.9 |
| April 2009 | Good | Very Good | Good | Very Good | 1500 | 98.9 |
| June 2007 | Good | Very Good | Good | Very Good | 1500 | 98.9 |
| August 2005 | Good | Excellent | Excellent | Excellent | 1576 | 98.9 |
| January 2004 | Good | Very Good | Very Good | Very Good | 1576 | 99.6 |
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 | ||||||
| Prestressed Concrete Girder/Beam | linear ft. | 664 | 632 | 32 | 0 | 0 |
| Deck | ||||||
| Reinforced Concrete Deck | sq. ft. | 7,271 | 7,266 | 5 | 0 | 0 |
| Wearing Surfaces | sq. ft. | 6,764 | 6,764 | 0 | 0 | 0 |
| Substructure | ||||||
| Reinforced Concrete Column | each | 5 | 5 | 0 | 0 | 0 |
| Reinforced Concrete Abutment | linear ft. | 108 | 105 | 3 | 0 | 0 |
| Reinforced Concrete Pier Cap | linear ft. | 52 | 52 | 0 | 0 | 0 |
| Joints | ||||||
| Strip Seal Joint | linear ft. | 86 | 0 | 86 | 0 | 0 |
| Pourable Joint | linear ft. | 108 | 108 | 0 | 0 | 0 |
| Bridge Rail | ||||||
| Steel or Aluminum Bridge Rail | linear ft. | 338 | 338 | 0 | 0 | 0 |
| Steel Protective Coating | sq. ft. | 338 | 338 | 0 | 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/1064591
Disclaimer: All data is taken from the National Bridge Inventory and has not been verified.
This page's URL is http://bridgereports.com/1064591