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RMP 40 BRG#7 over 108TH ST

Map 

Coordinates:
+41.25667, -96.07500
41°15'24" N, 96°04'30" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:RMP 40 BRG#7 over 108TH ST
Structure number:S006 36484D
Location:108TH & DODGE
Purpose:Carries highway over highway
Route classification:Principal Arterial - Other Freeways or Expressways (Urban) [12]
Length of largest span:92.9 ft. [28.3 m]
Total length:172.9 ft. [52.7 m]
Roadway width between curbs:40.0 ft. [12.2 m]
Deck width edge-to-edge:42.3 ft. [12.9 m]
Vertical clearance below bridge:17.1 ft. [5.2 m]
Owner:State Highway Agency [01]
Year built:2005
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:2
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: March 2016 

Status:Open, no restriction [A]
Average daily traffic:66,400 [as of 2004]
Truck traffic:2% of total traffic
Deck condition:Very Good [8 out of 9]
Superstructure condition:Excellent [9 out of 9]
Substructure condition:Excellent [9 out of 9]
Structural appraisal:Superior to present desirable criteria [9]
Deck geometry appraisal:Basically intolerable requiring high priority of corrrective action [3]
Underclearances appraisal:Meets minimum tolerable limits to be left in place as is [4]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Pier/abutment protection:Navigation protection not required [1]
Scour condition:Bridge not over waterway. [N]
Operating rating:76.1 tons [69.2 metric tons]
Inventory rating:45.5 tons [41.4 metric tons]
Evaluation:Functionally obsolete [2]
Sufficiency rating:64.0
Recommended work:Widening of existing bridge with deck rehabilitation or replacement. [34]

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
March 201664.0Functionally obsoleteVery GoodExcellentExcellent66400
March 201464.0Functionally obsoleteVery GoodExcellentExcellent66400
March 201270.7Not deficientVery GoodExcellentExcellent66400
February 201070.7Not deficientExcellentExcellentExcellent66400
March 200870.7Not deficientExcellentExcellentExcellent66400
November 200670.7Not deficientExcellentExcellentExcellent66400