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EB BRG OVR 108TH 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:EB BRG OVR 108TH over 108TH ST
Structure number:S006 36484A
Location:108TH & DODGE BRG#9
Purpose:Carries highway over highway
Route classification:Other Principal Arterial (Urban) [14]
Length of largest span:87.9 ft. [26.8 m]
Total length:169.0 ft. [51.5 m]
Roadway width between curbs:56.1 ft. [17.1 m]
Deck width edge-to-edge:58.4 ft. [17.8 m]
Vertical clearance below bridge:17.1 ft. [5.2 m]
Skew angle:
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:51,638 [as of 2012]
Truck traffic:2% of total traffic
Deck condition:Very Good [8 out of 9]
Superstructure condition:Excellent [9 out of 9]
Substructure condition:Good [7 out of 9]
Structural appraisal:Better than present minimum criteria [7]
Deck geometry appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
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:69.3 tons [63.0 metric tons]
Inventory rating:41.5 tons [37.7 metric tons]
Sufficiency rating:82.0

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
March 201682.0Not deficientVery GoodExcellentGood51638
March 201482.0Not deficientVery GoodExcellentVery Good51638
March 201289.7Not deficientVery GoodExcellentVery Good75085
February 201091.3Not deficientVery GoodExcellentExcellent59060
March 200890.3Not deficientExcellentExcellentExcellent68570
November 200690.3Not deficientExcellentExcellentExcellent68570