Share:

COUNTY HIGHWAY over M FK MAPLE CREEK

Map 

Coordinates:
+41.61190, -97.02292
41°36'43" N, 97°01'23" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:COUNTY HIGHWAY over M FK MAPLE CREEK
Structure number:C001902025
Location:7.2S 1.1W OF HOWELLS
Purpose:Carries highway over waterway
Route classification:Local (Rural) [09]
Length of largest span:60.0 ft. [18.3 m]
Total length:107.9 ft. [32.9 m]
Roadway width between curbs:27.9 ft. [8.5 m]
Deck width edge-to-edge:28.5 ft. [8.7 m]
Owner:County Highway Agency [02]
Year built:1994
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: October 2014 

Status:Open, no restriction [A]
Average daily traffic:40 [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:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
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]
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:64.9 tons [59.0 metric tons]
Inventory rating:38.9 tons [35.4 metric tons]
Sufficiency rating:98.9

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
October 201498.9Not deficientVery GoodVery GoodVery Good40
October 201299.0Not deficientVery GoodVery GoodVery Good40
October 201097.0Not deficientVery GoodVery GoodExcellent40
November 200896.0Not deficientExcellentExcellentExcellent40
December 200696.0Not deficientExcellentExcellentExcellent40
December 200496.0Not deficientExcellentExcellentExcellent40
November 200296.0Not deficientExcellentExcellentExcellent40
October 200099.0Not deficientExcellentExcellentExcellent40
October 199899.0Not deficientExcellentExcellentExcellent40
October 199699.0Not deficientExcellentExcellentExcellent40
October 199499.0Not deficientExcellentExcellentExcellent40
November 199340.7Not deficientSatisfactoryFairFair40
November 199150.6Not deficientSatisfactorySatisfactorySatisfactory40