Share:

COUNTY HIGHWAY over E FK MAPLE CREEK

Map 

Coordinates:
+41.70384, -96.98356
41°42'14" N, 96°59'01" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:COUNTY HIGHWAY over E FK MAPLE CREEK
Structure number:C001912930
Location:1S 1E OF HOWELLS
Purpose:Carries highway over waterway
Route classification:Local (Rural) [09]
Length of largest span:60.0 ft. [18.3 m]
Total length:120.1 ft. [36.6 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:1992
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:100 [as of 2003]
Truck traffic:10% 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:Better than present minimum criteria [7]
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: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:54.9 tons [49.9 metric tons]
Inventory rating:32.9 tons [29.9 metric tons]
Sufficiency rating:95.6

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
October 201495.6Not deficientVery GoodVery GoodVery Good100
October 201295.6Not deficientVery GoodVery GoodVery Good100
October 201095.6Not deficientVery GoodExcellentExcellent100
November 200895.6Not deficientVery GoodExcellentExcellent100
December 200697.0Not deficientVery GoodExcellentExcellent100
December 200497.0Not deficientVery GoodExcellentExcellent100
December 200297.0Not deficientVery GoodExcellentExcellent100
September 2000100.0Not deficientVery GoodExcellentExcellent100
October 1998100.0Not deficientVery GoodExcellentExcellent100
October 1996100.0Not deficientVery GoodExcellentExcellent100
October 1994100.0Not deficientExcellentExcellentExcellent100
December 1992100.0Not deficientExcellentExcellentExcellent100
November 199158.0Not deficientSatisfactorySatisfactorySatisfactory100