Share:

BROOKLYN DR over HUNTER BRANCH CREEK

Fremont County, Iowa

Map

Coordinates:
+40.87902, -95.43139
40°52'44" N, 95°25'53" W

View more info at Bridgehunter.com

Facts

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

Name:	BROOKLYN DR over HUNTER BRANCH CREEK
Structure number:	000000000006215
Location:	000000000
Purpose:	Carries highway over waterway
Route classification:	Local (Rural) `[09]`
Length of largest span:	60.0 ft. `[18.3 m]`
Total length:	109.9 ft. `[33.5 m]`
Roadway width between curbs:	17.1 ft. `[5.2 m]`
Deck width edge-to-edge:	17.1 ft. `[5.2 m]`
Owner:	City or Municipal Highway Agency `[04]`
Year built:	1959
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:	Steel `[3]`
Main spans design:	Truss - Thru `[10]`
Deck type:	Wood or Timber `[8]`
Wearing surface:	Wood or Timber `[7]`

Latest Available Inspection: May 2017

Good/Fair/Poor Condition:	Poor
Status:	Posted for load `[P]`
Average daily traffic:	50 `[as of 1996]`
Deck condition:	Fair `[5 out of 9]`
Superstructure condition:	Fair `[5 out of 9]`
Substructure condition:	Serious `[3 out of 9]`
Structural appraisal:	Basically intolerable requiring high priority of replacement `[2]`
Deck geometry appraisal:	Basically intolerable requiring high priority of corrrective action `[3]`
Water adequacy appraisal:	Equal to present minimum criteria `[6]`
Roadway alignment appraisal:	Equal to present desirable criteria `[8]`
Channel protection:	Bank and embankment protection is severely undermined. River control devices have severe damage. Large deposits of debris are in the channel. `[4]`
Scour condition:	Bridge is scour critical; bridge foundations determined to be unstable. `[3]`
Sufficiency rating:	27.3
Recommended work:	Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. `[31]`

Previous Inspections

Date	Condition	Deck	Superstructure	Substructure	ADT	Suff. Rating
May 2017	Poor	Fair	Fair	Serious	50	27.3
May 2015	Poor	Fair	Poor	Serious	50	27.3
May 2013	Poor	Fair	Poor	Serious	50	27.3
May 2011	Poor	Poor	Poor	Serious	50	25.3
May 2009	Poor	Serious	Poor	Fair	50	26.3
April 2007	Poor	Poor	Fair	Fair	50	41.5
March 2005	Poor	Poor	Fair	Fair	50	41.5
April 2003	Poor	Poor	Satisfactory	Fair	50	41.5
May 2001	Poor	Poor	Satisfactory	Fair	50	41.5
March 1999	Poor	Poor	Satisfactory	Fair	50	41.5
April 1997	Poor	Poor	Satisfactory	Fair	50	41.5
February 1995	Fair	Fair	Satisfactory	Fair	10	43.9
June 1993	Fair	Fair	Satisfactory	Fair	10	43.5
March 1991	Fair	Fair	Satisfactory	Fair	10	43.5

© Copyright 2012-20, 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/1106527