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CHARLES.-BETHLEHEM over CAMP Creek

Map

Coordinates:
+38.52849, -85.47067
38°31'43" N, 85°28'14" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:CHARLES.-BETHLEHEM over CAMP Creek
Structure number:1000040
Location:00.00 W of Flint Ridge Ro
Purpose:Carries highway over waterway
Route classification:Major Collector (Rural) [07]
Length of largest span:49.9 ft. [15.2 m]
Total length:140.1 ft. [42.7 m]
Roadway width between curbs:29.9 ft. [9.1 m]
Deck width edge-to-edge:30.5 ft. [9.3 m]
Vertical clearance below bridge:9.8 ft. [3.0 m]
Skew angle:25°
Owner:County Highway Agency [02]
Year built:1998
Historic significance:Bridge is not eligible for the National Register of Historic Places [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: March 2018

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:840 [as of 2018]
Truck traffic:6% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Good [7 out of 9]
Substructure condition:Very Good [8 out of 9]
Structural appraisal:Better than present minimum criteria [7]
Deck geometry appraisal:Equal to present minimum criteria [6]
Water adequacy appraisal:Equal to present desirable criteria [8]
Roadway alignment appraisal:Basically intolerable requiring high priority of corrrective action [3]
Channel protection:Bank protection is in need of minor repairs. River control devices and embankment protection have a little minor damage. Banks and/or channel have minor amounts of drift. [7]
Pier/abutment protection:None present but re-evaluation suggested [5]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Sufficiency rating:91.5

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
March 2018GoodGoodGoodVery Good84091.5
March 2016GoodGoodVery GoodVery Good68499.4
March 2014GoodGoodVery GoodVery Good68499.4
March 2012GoodVery GoodVery GoodVery Good68499.4
October 2010GoodVery GoodVery GoodVery Good65099.5
May 2008GoodVery GoodExcellentExcellent54598.5
June 2006GoodVery GoodExcellentExcellent54598.5
May 2004GoodVery GoodExcellentExcellent54396.5
May 2002GoodVery GoodExcellentExcellent50996.6
April 2000GoodExcellentExcellentExcellent45099.6
March 1998FairSatisfactoryFairFair45047.6
May 1996FairSatisfactoryFairSatisfactory42047.6
April 1994FairSatisfactoryFairSatisfactory42047.1
April 1992FairSatisfactoryGoodSatisfactory42056.3
March 1990FairSatisfactoryGoodSatisfactory40062.3