Share: 
PENNINGTON RD over WEAVER DITCH
Map
Coordinates:
+40.04379, -85.92888
40°02'38" N, 85°55'44" W
+40.04379, -85.92888
40°02'38" N, 85°55'44" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
| Name: | PENNINGTON RD over WEAVER DITCH |
| Structure number: | 2900119 |
| Location: | 00.19 N of Middletown Ave |
| Purpose: | Carries highway over waterway |
| Route classification: | Local (Rural) [09] |
| Length of largest span: | 54.5 ft. [16.6 m] |
| Total length: | 56.8 ft. [17.3 m] |
| Roadway width between curbs: | 32.2 ft. [9.8 m] |
| Deck width edge-to-edge: | 32.5 ft. [9.9 m] |
| Skew angle: | 45° |
| Owner: | County Highway Agency [02] |
| Year built: | 2004 |
| Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
| Design load: | MS 18 / HS 20 [5] |
| Main span material: | Prestressed concrete [5] |
| Main span design: | Stringer/Multi-beam or girder [02] |
| Deck type: | Concrete Cast-in-Place [1] |
| Wearing surface: | Monolithic Concrete (concurrently placed with structural deck) [1] |
Latest Available Inspection: September 2017
| Good/Fair/Poor Condition: | Good |
| Status: | Open, no restriction [A] |
| Average daily traffic: | 380 [as of 2017] |
| Truck traffic: | 2% of total traffic |
| Deck condition: | Very Good [8 out of 9] |
| Superstructure condition: | Very Good [8 out of 9] |
| Substructure condition: | Very Good [8 out of 9] |
| Structural appraisal: | Equal to present desirable criteria [8] |
| 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: | 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: | 100.0 |
Previous Inspections
| Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
|---|---|---|---|---|---|---|
| September 2017 | Good | Very Good | Very Good | Very Good | 380 | 100.0 |
| September 2015 | Good | Very Good | Very Good | Very Good | 399 | 99.9 |
| September 2013 | Good | Very Good | Very Good | Very Good | 343 | 100.0 |
| October 2011 | Good | Very Good | Very Good | Very Good | 286 | 100.0 |
| September 2009 | Good | Very Good | Very Good | Very Good | 286 | 100.0 |
| July 2007 | Good | Very Good | Very Good | Very Good | 237 | 100.0 |
| August 2005 | Good | Very Good | Excellent | Excellent | 375 | 100.0 |
| August 2003 | Fair | - | - | - | 349 | 58.1 |
| August 2001 | Fair | - | Satisfactory | Fair | 219 | 42.1 |
| June 1999 | Fair | - | Satisfactory | Fair | 219 | 42.1 |
| July 1997 | Fair | - | Satisfactory | Fair | 111 | 42.2 |
| April 1995 | Fair | - | Satisfactory | Fair | 100 | 64.8 |
| June 1993 | Fair | - | Satisfactory | Fair | 100 | 64.8 |
| June 1991 | Fair | Good | Good | Satisfactory | 70 | 49.5 |
© 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/1172339
Disclaimer: All data is taken from the National Bridge Inventory and has not been verified.
This page's URL is http://bridgereports.com/1172339