+41.24472, -95.94224
41°14'41" N, 95°56'32" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.


Structure number:U1825Q2005
Location:OMAHA MASON @ 16TH
Purpose:Carries highway and pedestrian walkway over railroad
Route classification:Local (Urban) [19]
Length of largest span:89.9 ft. [27.4 m]
Total length:289.1 ft. [88.1 m]
Roadway width between curbs:29.9 ft. [9.1 m]
Deck width edge-to-edge:32.8 ft. [10.0 m]
Vertical clearance below bridge:30.8 ft. [9.4 m]
Owner:City or Municipal Highway Agency [04]
Year built:1998
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 22.5 / HS 25 [9]
Number of main spans:3
Main spans material:Prestressed concrete continuous [6]
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: July 2015 

Status:Open, no restriction [A]
Average daily traffic:552 [as of 2012]
Truck traffic:10% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Good [7 out of 9]
Substructure condition:Good [7 out of 9]
Structural appraisal:Better than present minimum criteria [7]
Deck geometry appraisal:Equal to present minimum criteria [6]
Underclearances appraisal:Basically intolerable requiring high priority of corrrective action [3]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Scour condition:Bridge not over waterway. [N]
Operating rating:76.9 tons [69.9 metric tons]
Inventory rating:46.9 tons [42.6 metric tons]
Evaluation:Functionally obsolete [2]
Sufficiency rating:95.1

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
July 201595.1Functionally obsoleteGoodGoodGood552
July 201386.0Functionally obsoleteGoodGoodGood2500
July 201189.9Functionally obsoleteGoodVery GoodGood2500
May 201089.9Functionally obsoleteGoodGoodGood2500
August 200889.9Functionally obsoleteGoodVery GoodVery Good2500
August 200689.9Not deficientVery GoodVery GoodVery Good2500
August 200489.9Not deficientVery GoodVery GoodVery Good2500
December 200289.9Not deficientVery GoodVery GoodVery Good2500
November 200090.0Not deficientVery GoodVery GoodVery Good2500
December 199990.0Not deficientExcellentExcellentExcellent2500
November 199852.5Structurally deficientPoorPoorFair2500
August 199748.6Structurally deficientPoorPoorFair2500
October 199565.2Structurally deficientPoorFairFair2500
September 199365.2Structurally deficientPoorFairFair2500
June 199172.4Structurally deficientPoorFairFair2500