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OLD FIDELITY-BELL over ROCK CREEK

McCreary County, Kentucky

Map

Coordinates:
+36.65750, -84.65861
36°39'27" N, 84°39'31" W

Facts

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

Name:	OLD FIDELITY-BELL over ROCK CREEK
Structure number:	074C00008N
Location:	1.35 MILE E OF KY 1363
Purpose:	Carries highway over waterway
Route classification:	Local (Rural) `[09]`
Length of largest span:	37.1 ft. `[11.3 m]`
Total length:	100.1 ft. `[30.5 m]`
Roadway width between curbs:	9.8 ft. `[3.0 m]`
Deck width edge-to-edge:	12.1 ft. `[3.7 m]`
Skew angle:	45°
Owner:	County Highway Agency `[02]`
Year built:	1960
Historic significance:	Bridge is not eligible for the National Register of Historic Places `[5]`
Number of main spans:	3
Main spans material:	Steel continuous `[4]`
Main spans design:	Stringer/Multi-beam or girder `[02]`
Deck type:	Wood or Timber `[8]`
Wearing surface:	Wood or Timber `[7]`

Latest Available Inspection: May 2018

Good/Fair/Poor Condition:	Poor
Status:	Posted for load `[P]`
Average daily traffic:	30 `[as of 2010]`
Truck traffic:	11% of total traffic
Deck condition:	Serious `[3 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 replacement `[2]`
Water adequacy appraisal:	Equal to present minimum criteria `[6]`
Roadway alignment appraisal:	Equal to present minimum criteria `[6]`
Channel protection:	Bank is beginning to slump. River control devices and embankment protection have widespread minor damage. There is minor stream bed movement evident. Debris is restricting the channel slightly. `[6]`
Scour condition:	Bridge foundations determined to be stable for the assessed or calculated scour condition. `[8]`
Sufficiency rating:	15.6
Recommended work:	Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. `[31]`
Estimated cost of work:	$180,000

Previous Inspections

Date	Condition	Deck	Superstructure	Substructure	ADT	Suff. Rating
May 2018	Poor	Serious	Fair	Serious	30	15.6
May 2017	Poor	Poor	Fair	Serious	30	18.9
December 2016	Poor	Fair	Fair	Serious	30	21.0
May 2015	Poor	Fair	Fair	Serious	30	21.0
May 2014	Poor	Fair	Fair	Serious	40	21.0
May 2013	Poor	Fair	Fair	Serious	40	21.0
May 2012	Poor	Satisfactory	Fair	Poor	40	22.0
May 2011	Poor	Good	Fair	Poor	40	22.0
May 2010	Poor	Good	Poor	Poor	40	22.0
May 2009	Poor	Good	Poor	Poor	40	22.0
May 2008	Poor	Good	Poor	Poor	40	22.0
May 2007	Poor	Good	Poor	Poor	40	22.0
June 2005	Poor	Good	Poor	Poor	40	22.0

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.

Element	Units	Quantity	1-Good	2-Fair	3-Poor	4-Serious
Superstructure
Steel Girder/Beam	linear ft.	200	0	180	20	0
Substructure
Reinforced Concrete Column	each	4	0	0	4	0
Reinforced Concrete Abutment	linear ft.	28	0	8	20	0
Reinforced Concrete Pier Cap	linear ft.	28	0	0	28	0
Deck
Timber Deck	sq. ft.	1,200	0	0	1,080	120
Bridge Rail
Steel or Aluminum Bridge Rail	linear ft.	200	200	0	0	0
Steel Protective Coating	sq. ft.	250	0	250	0	0

© 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/1216092