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LRD REVERE DR (SB) over MANITOWOC RIVER

Manitowoc County, Wisconsin

Map

Coordinates:
+44.09664, -87.67423
44°05'48" N, 87°40'27" W

Facts

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

Name:	LRD REVERE DR (SB) over MANITOWOC RIVER
Structure number:	B36012200000000
Location:	0.9M S JCT USH 10
Purpose:	Carries highway and pedestrian walkway over waterway
Route classification:	Minor Arterial (Urban) `[16]`
Length of largest span:	100.7 ft. `[30.7 m]`
Total length:	303.5 ft. `[92.5 m]`
Roadway width between curbs:	26.9 ft. `[8.2 m]`
Deck width edge-to-edge:	38.1 ft. `[11.6 m]`
Owner:	City or Municipal Highway Agency `[04]`
Year built:	1984
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:	3
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: September 2016

Good/Fair/Poor Condition:	Good
Status:	Open, no restriction `[A]`
Average daily traffic:	18,249 `[as of 2015]`
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:	Basically intolerable requiring high priority of corrrective action `[3]`
Water adequacy appraisal:	Superior to present desirable criteria `[9]`
Roadway alignment appraisal:	Equal to present minimum criteria `[6]`
Channel protection:	There are no noticeable or noteworthy deficiencies which affect the condition of the channel. `[9]`
Scour condition:	Bridge foundations determined to be stable for the assessed or calculated scour condition. `[8]`
Sufficiency rating:	68.1
Recommended work:	Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. `[31]`
Estimated cost of work:	$2,321,000

Previous Inspections

Date	Condition	Deck	Superstructure	Substructure	ADT	Suff. Rating
September 2016	Good	Good	Good	Good	18249	68.1
September 2014	Good	Good	Good	Good	15800	69.3
October 2012	Good	Good	Good	Good	15800	69.3
September 2010	Good	Good	Good	Good	15800	69.3
October 2008	Good	Good	Good	Good	15800	71.4
September 2006	Good	Good	Good	Very Good	15800	71.4
September 2004	Good	Good	Good	Good	15800	71.4
December 2002	Good	Very Good	Good	Good	15800	71.4
November 2000	Good	Very Good	Very Good	Very Good	15800	71.4
September 1998	Good	Very Good	Very Good	Very Good	15800	71.4
September 1996	Good	Very Good	Very Good	Very Good	15800	71.4
September 1994	Good	Very Good	Very Good	Very Good	15800	71.4
October 1992	Good	Excellent	Excellent	Very Good	15800	71.4
October 1990	Good	Excellent	Excellent	Very Good	15800	71.4

© 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/1601586