CTH EE - HAMPTON A over UNION PACIFIC RR

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

Facts

Name:	CTH EE - HAMPTON A over UNION PACIFIC RR
Structure number:	B40069600000000
Location:	0.2 M W OF USH 45
Purpose:	Carries highway over railroad
Route classification:	Other Principal Arterial (Urban) `[14]`
Length of largest span:	125.0 ft. `[38.1 m]`
Total length:	307.4 ft. `[93.7 m]`
Roadway width between curbs:	30.8 ft. `[9.4 m]`
Deck width edge-to-edge:	44.9 ft. `[13.7 m]`
Vertical clearance below bridge:	23.3 ft. `[7.1 m]`
Skew angle:	2°
Owner:	County Highway Agency `[02]`
Year built:	2004
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:	4
Main spans material:	Steel continuous `[4]`
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]`

Good/Fair/Poor Condition:	Good
Status:	Open, no restriction `[A]`
Average daily traffic:	22,791 `[as of 2015]`
Truck traffic:	14% 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:	Meets minimum tolerable limits to be left in place as is `[4]`
Underclearances appraisal:	Meets minimum tolerable limits to be left in place as is `[4]`
Roadway alignment appraisal:	Equal to present desirable criteria `[8]`
Scour condition:	Bridge not over waterway. `[N]`
Operating rating:	64.7 tons `[58.8 metric tons]`
Inventory rating:	37.4 tons `[34.0 metric tons]`
Sufficiency rating:	80.9
Recommended work:	Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. `[31]`
Estimated cost of work:	$2,349,000

Date	Suff. Rating	Condition	Deck	Superstructure	Substructure	SD/FO	ADT
October 2016	80.9	Good	Good	Good	Good	-	22791
August 2014	81.2	Good	Good	Good	Good	-	21400
August 2012	79.2	Good	Very Good	Very Good	Good	-	21400
August 2010	81.2	Good	Good	Very Good	Good	-	21400
July 2008	81.2	Good	Good	Very Good	Good	-	21400
August 2006	81.2	Good	Very Good	Very Good	Very Good	-	21400
December 2004	86.0	Good	Very Good	Excellent	Excellent	-	21400