GRIMMS BRIDGE 1042 over LITTLE BEAVER CREEK
Map
Coordinates:
+40.67599, -80.5401140°40'34" N, 80°32'24" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | GRIMMS BRIDGE 1042 over LITTLE BEAVER CREEK |
Structure number: | 1538241 |
Location: | 0.0 MI E T1045 |
Purpose: | Carries highway over waterway |
Route classification: | Local (Rural) [09] |
Length of largest span: | 149.9 ft. [45.7 m] |
Total length: | 153.9 ft. [46.9 m] |
Roadway width between curbs: | 12.1 ft. [3.7 m] |
Deck width edge-to-edge: | 13.8 ft. [4.2 m] |
Vertical clearance above deck: | 27.9 ft. [8.5 m] |
Owner: | County Highway Agency [02] |
Year built: | 1884 |
Year reconstructed: | 1996 |
Historic significance: | Bridge is eligible for the National Register of Historic Places [2] |
Main span material: | Steel [3] |
Main span design: | Truss - Thru [10] |
Deck type: | Open Grating [3] |
Wearing surface: | Other [9] |
Latest Available Inspection: August 2018
Good/Fair/Poor Condition: | Fair |
Status: | Posted for load [P] |
Average daily traffic: | 324 [as of 2015] |
Truck traffic: | 7% of total traffic |
Deck condition: | Very Good [8 out of 9] |
Superstructure condition: | Satisfactory [6 out of 9] |
Substructure condition: | Good [7 out of 9] |
Structural appraisal: | Basically intolerable requiring high priority of corrrective action [3] |
Deck geometry appraisal: | Basically intolerable requiring high priority of replacement [2] |
Water adequacy appraisal: | Equal to present desirable criteria [8] |
Roadway alignment appraisal: | Better than present minimum criteria [7] |
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 the assessed or calculated scour condition. [8] |
Sufficiency rating: | 30.6 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
August 2018 | Fair | Very Good | Satisfactory | Good | 324 | 30.6 |
September 2017 | Fair | Very Good | Satisfactory | Very Good | 324 | 30.6 |
August 2016 | Fair | Very Good | Satisfactory | Very Good | 324 | 30.6 |
July 2015 | Fair | Very Good | Satisfactory | Very Good | 120 | 50.1 |
August 2014 | Fair | Very Good | Satisfactory | Very Good | 120 | 50.3 |
July 2013 | Fair | Very Good | Satisfactory | Very Good | 120 | 50.3 |
August 2012 | Fair | Very Good | Satisfactory | Very Good | 120 | 50.3 |
August 2011 | Fair | Very Good | Satisfactory | Very Good | 120 | 33.9 |
August 2010 | Fair | Very Good | Satisfactory | Very Good | 120 | 33.9 |
August 2009 | Fair | Very Good | Satisfactory | Very Good | 120 | 33.4 |
August 2008 | Fair | Very Good | Satisfactory | Very Good | 120 | 34.6 |
December 2006 | Good | Very Good | Good | Very Good | 120 | 34.6 |
May 2005 | Good | Very Good | Good | Very Good | 120 | 34.6 |
February 2004 | Good | Very Good | Good | Very Good | 120 | 34.6 |
December 2002 | Fair | Very Good | Satisfactory | Very Good | 120 | 34.6 |
November 2001 | Good | Very Good | Very Good | Very Good | 120 | 34.6 |
October 2000 | Good | Very Good | Very Good | Very Good | 120 | 34.6 |
August 1999 | Good | Very Good | Very Good | Very Good | 120 | 34.6 |
August 1996 | Fair | Satisfactory | Fair | Very Good | 120 | 24.3 |
August 1995 | Fair | Satisfactory | Fair | Satisfactory | 120 | 24.4 |
September 1993 | Fair | Very Good | Fair | Very Good | 120 | 24.4 |
November 1992 | Fair | Very Good | Satisfactory | Very Good | 120 | 34.6 |
November 1991 | Good | Very Good | Good | Very Good | 120 | 34.6 |