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WB-US6 BRG #8 over 108TH ST

Douglas County, Nebraska

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:	WB-US6 BRG #8 over 108TH ST
Structure number:	S006 36484C
Location:	108TH & DODGE
Purpose:	Carries highway over highway
Route classification:	Principal Arterial - Other Freeways or Expressways (Urban) `[12]`
Length of largest span:	200.1 ft. `[61.0 m]`
Total length:	401.9 ft. `[122.5 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:	17.4 ft. `[5.3 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 22.5 / HS 25 `[9]`
Number of main spans:	2
Main spans material:	Steel continuous `[4]`
Main spans design:	Stringer/Multi-beam or girder `[02]`
Deck type:	Concrete Cast-in-Place `[1]`
Wearing surface:	Latex Concrete or similar additive `[3]`

Latest Available Inspection: March 2016

Good/Fair/Poor Condition:	Good
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:	Very Good `[8 out of 9]`
Structural appraisal:	Equal to present desirable criteria `[8]`
Deck geometry appraisal:	Basically intolerable requiring high priority of corrrective action `[3]`
Underclearances appraisal:	Superior to present desirable criteria `[9]`
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:	68.9 tons `[62.6 metric tons]`
Inventory rating:	40.9 tons `[37.2 metric tons]`
Sufficiency rating:	66.0
Recommended work:	Widening of existing bridge with deck rehabilitation or replacement. `[34]`

Previous Inspections

Date	Suff. Rating	Condition	Deck	Superstructure	Substructure	SD/FO	ADT
March 2016	66.0	Good	Very Good	Excellent	Very Good	FO	51638
March 2014	66.0	Good	Very Good	Excellent	Very Good	FO	51638
March 2012	76.5	Good	Very Good	Excellent	Very Good	-	37543
February 2010	77.4	Good	Very Good	Excellent	Very Good	-	29530
March 2008	67.2	Good	Excellent	Excellent	Very Good	-	66400
November 2006	67.2	Good	Excellent	Excellent	Excellent	-	66400

© Copyright 2012-18, James Baughn
Disclaimer: All data is taken from the National Bridge Inventory and has not been verified.
This page's URL is http://bridgereports.com/1356192