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N STREET over HELL CREEK

Map

Coordinates:
+41.21619, -96.10017
41°12'58" N, 96°06'01" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts

Name:N STREET over HELL CREEK
Structure number:U1825I2603
Location:OMAHA N @ 118TH
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Local (Urban) [19]
Length of largest span:40.0 ft. [12.2 m]
Total length:110.9 ft. [33.8 m]
Roadway width between curbs:25.3 ft. [7.7 m]
Deck width edge-to-edge:33.1 ft. [10.1 m]
Owner:City or Municipal Highway Agency [04]
Year built:1980
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:M 18 / H 20 [4]
Number of main spans:3
Main spans material:Prestressed concrete [5]
Main spans design:Tee beam [04]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: April 2015

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:400 [as of 2003]
Truck traffic:5% of total traffic
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Satisfactory [6 out of 9]
Substructure condition:Satisfactory [6 out of 9]
Structural appraisal:Equal to present minimum criteria [6]
Deck geometry appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Water adequacy appraisal:Equal to present minimum criteria [6]
Roadway alignment appraisal:Better than present minimum criteria [7]
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:Navigation protection not required [1]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Operating rating:36.0 tons [32.7 metric tons]
Inventory rating:24.0 tons [21.8 metric tons]
Sufficiency rating:79.4

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
April 201579.4FairSatisfactorySatisfactorySatisfactory-400
April 201379.4FairSatisfactorySatisfactorySatisfactory-400
March 201180.4FairSatisfactorySatisfactoryGood-400
March 200980.4FairSatisfactorySatisfactoryGood-400
May 200792.0FairSatisfactoryGoodGood-400
May 200592.0FairSatisfactoryGoodGood-400
March 200392.0GoodGoodGoodGood-400
May 2001100.0GoodGoodGoodGood-50
June 1999100.0GoodGoodGoodGood-50
April 1997100.0GoodGoodGoodGood-50
June 199589.9GoodGoodGoodGood-50
April 199389.9GoodGoodGoodGood-50
April 199197.1GoodVery GoodVery GoodVery Good-50