Share:

COUNTY HIGHWAY over DRY CREEK

Map 

Coordinates:
+41.55111, -97.03980
41°33'04" N, 97°02'23" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:COUNTY HIGHWAY over DRY CREEK
Structure number:C001912825
Location:11.2S 3.7E OF CLARKSON
Purpose:Carries highway over waterway
Route classification:Local (Rural) [09]
Length of largest span:47.9 ft. [14.6 m]
Total length:96.1 ft. [29.3 m]
Roadway width between curbs:27.9 ft. [8.5 m]
Deck width edge-to-edge:28.5 ft. [8.7 m]
Skew angle:40°
Owner:County Highway Agency [02]
Year built:1993
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:3
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: November 2015 

Status:Open, no restriction [A]
Average daily traffic:30 [as of 2003]
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 minimum criteria [6]
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]
Pier/abutment protection:Navigation protection not required [1]
Scour condition:Bridge foundations determined to be stable for assessed or calculated scour condition. [5]
Operating rating:77.9 tons [70.8 metric tons]
Inventory rating:46.9 tons [42.6 metric tons]
Sufficiency rating:99.9

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
November 201599.9Not deficientVery GoodVery GoodVery Good30
November 201399.9Not deficientVery GoodVery GoodVery Good30
November 2011100.0Not deficientExcellentExcellentVery Good30
November 2009100.0Not deficientExcellentExcellentExcellent30
November 2007100.0Not deficientExcellentExcellentExcellent30
December 2005100.0Not deficientExcellentExcellentExcellent30
December 2003100.0Not deficientExcellentExcellentExcellent30
October 2001100.0Not deficientExcellentExcellentExcellent30
November 1999100.0Not deficientExcellentExcellentExcellent30
October 1997100.0Not deficientExcellentExcellentExcellent30
November 1995100.0Not deficientExcellentExcellentExcellent30
September 1993100.0Not deficientExcellentExcellentExcellent30
November 199241.9Structurally deficientFairVery GoodSerious30
November 199155.9Structurally deficientFairVery GoodPoor30