COLL 7416 over NORTH LOUP RIVER
Map
Coordinates:
+41.92382, -99.7058141°55'26" N, 99°42'21" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | COLL 7416 over NORTH LOUP RIVER |
Structure number: | C000505905 |
Location: | 8E 1S OF BREWSTER |
Purpose: | Carries highway over waterway |
Route classification: | Minor Collector (Rural) [08] |
Length of largest span: | 47.9 ft. [14.6 m] |
Total length: | 98.1 ft. [29.9 m] |
Roadway width between curbs: | 25.9 ft. [7.9 m] |
Deck width edge-to-edge: | 28.2 ft. [8.6 m] |
Owner: | County Highway Agency [02] |
Year built: | 1988 |
Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
Design load: | MS 18 / HS 20 [5] |
Number of main spans: | 2 |
Main spans material: | Steel [3] |
Main spans 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: October 2018
Good/Fair/Poor Condition: | Fair |
Status: | Open, no restriction [A] |
Average daily traffic: | 60 [as of 2018] |
Truck traffic: | 15% 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: | Equal to present minimum criteria [6] |
Deck geometry appraisal: | Equal to present minimum criteria [6] |
Water adequacy appraisal: | Superior to present desirable criteria [9] |
Roadway alignment appraisal: | Equal to present desirable criteria [8] |
Channel protection: | Bank protection is being eroded. River control devices and/or embankment have major damage. Trees and rush restrict the channel. [5] |
Pier/abutment protection: | In place and functioning [2] |
Scour condition: | Bridge foundations determined to be stable for the assessed or calculated scour condition. [8] |
Sufficiency rating: | 94.4 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
October 2018 | Fair | Very Good | Satisfactory | Good | 60 | 94.4 |
August 2016 | Fair | Very Good | Satisfactory | Good | 60 | 94.4 |
August 2014 | Fair | Very Good | Satisfactory | Good | 50 | 94.5 |
August 2012 | Fair | Very Good | Satisfactory | Good | 50 | 100.0 |
December 2010 | Fair | Very Good | Satisfactory | Good | 50 | 100.0 |
December 2008 | Fair | Very Good | Satisfactory | Good | 50 | 100.0 |
November 2006 | Fair | Very Good | Satisfactory | Good | 50 | 100.0 |
October 2004 | Fair | Very Good | Satisfactory | Good | 50 | 100.0 |
November 2002 | Good | Very Good | Good | Good | 50 | 100.0 |
November 2000 | Good | Very Good | Good | Good | 50 | 99.9 |
October 1998 | Good | Very Good | Good | Good | 50 | 99.9 |
October 1996 | Good | Excellent | Good | Good | 50 | 99.9 |
January 1995 | Good | Excellent | Good | Good | 50 | 99.9 |
November 1992 | Good | Excellent | Good | Excellent | 50 | 99.9 |
December 1990 | Good | Excellent | Good | Excellent | 50 | 99.9 |