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HAMILTN ST/FAU5066 over US75

Douglas County, Nebraska

Map

Coordinates:
+41.27333, -95.95500
41°16'24" N, 95°57'18" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.

Name:	HAMILTN ST/FAU5066 over US75
Structure number:	S075 09137
Location:	HAMILTON ST INTRCHG
Purpose:	Carries highway overpass over highway
Route classification:	Minor Arterial (Urban) `[16]`
Length of largest span:	111.9 ft. `[34.1 m]`
Total length:	194.9 ft. `[59.4 m]`
Roadway width between curbs:	49.9 ft. `[15.2 m]`
Deck width edge-to-edge:	63.7 ft. `[19.4 m]`
Vertical clearance below bridge:	16.4 ft. `[5.0 m]`
Owner:	State Highway Agency `[01]`
Year built:	1977
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:	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 2018

Good/Fair/Poor Condition:	Poor
Status:	Open, no restriction `[A]`
Average daily traffic:	8,730 `[as of 2010]`
Deck condition:	Poor `[4 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:	Superior to present desirable criteria `[9]`
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]`
Sufficiency rating:	84.3

Previous Inspections

Date	Condition	Deck	Superstructure	Substructure	ADT	Suff. Rating
March 2018	Poor	Poor	Satisfactory	Satisfactory	8730	84.3
March 2016	Fair	Fair	Satisfactory	Satisfactory	8730	88.2
March 2014	Fair	Fair	Satisfactory	Satisfactory	8730	88.2
March 2012	Fair	Fair	Satisfactory	Satisfactory	8730	94.2
March 2010	Fair	Fair	Satisfactory	Satisfactory	9700	94.1
October 2009	Fair	Satisfactory	Good	Fair	7000	84.2
March 2008	Fair	Satisfactory	Good	Fair	7000	79.0
March 2006	Fair	Satisfactory	Good	Fair	6900	79.0
August 2004	Fair	Satisfactory	Good	Good	2800	90.6
March 2002	Fair	Satisfactory	Very Good	Good	9700	89.9
August 2000	Fair	Satisfactory	Very Good	Good	5900	90.3
August 1998	Fair	Satisfactory	Very Good	Very Good	5900	90.3
September 1996	Fair	Satisfactory	Very Good	Very Good	8500	90.0
October 1994	Fair	Satisfactory	Very Good	Very Good	7600	90.2
August 1992	Fair	Satisfactory	Very Good	Very Good	7800	90.2
December 1991	Good	Good	Very Good	Very Good	7800	92.2

Element Data

Source: National Bridge Elements dataset, 2018 edition. This feature is experimental.

Element	Units	Quantity	1-Good	2-Fair	3-Poor	4-Serious
Superstructure
Steel Girder/Beam	linear ft.	1,358	569	747	42	0
Steel Protective Coating	sq. ft.	14,440	13,890	0	0	550
Deck
Reinforced Concrete Deck	sq. ft.	12,480	10,742	930	808	0
Substructure
Reinforced Concrete Pier Wall	linear ft.	64	58	6	0	0
Reinforced Concrete Abutment	linear ft.	128	42	35	51	0
Reinforced Concrete Pier Cap	linear ft.	64	39	19	6	0
Bearings
Movable Bearing	each	7	7	0	0	0
Fixed Bearing	each	14	0	0	14	0
Bridge Rail
Reinforced Concrete Bridge Rail	linear ft.	390	354	36	0	0

© Copyright 2012-19, 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/1357734