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NFA A201 over SPRING CREEK

Map

Coordinates:
+36.61713, -87.25293
36°37'02" N, 87°15'11" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:NFA A201 over SPRING CREEK
Structure number:630A2010001
Location:4.5 M. NE. ST. BETHLEHEM.
Purpose:Carries highway over waterway
Route classification:Local (Rural) [09]
Length of largest span:39.0 ft. [11.9 m]
Total length:118.1 ft. [36.0 m]
Roadway width between curbs:24.0 ft. [7.3 m]
Deck width edge-to-edge:27.6 ft. [8.4 m]
Owner:County Highway Agency [02]
Year built:1983
Historic significance:Historical significance is not determinable at this time [4]
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: December 2018

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:160 [as of 2019]
Truck traffic:2% of total traffic
Deck condition:Very Good [8 out of 9]
Superstructure condition:Very Good [8 out of 9]
Substructure condition:Very Good [8 out of 9]
Structural appraisal:Equal to present desirable criteria [8]
Deck geometry appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
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 is scour critical; bridge foundations determined to be unstable. [3]
Sufficiency rating:92.4

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
December 2018GoodVery GoodVery GoodVery Good16092.4
December 2016GoodVery GoodVery GoodVery Good16092.4
December 2014GoodVery GoodVery GoodVery Good16092.4
December 2012GoodVery GoodVery GoodVery Good16092.4
December 2010GoodVery GoodVery GoodVery Good16092.4
December 2008GoodVery GoodVery GoodVery Good16093.4
January 2007GoodVery GoodVery GoodVery Good16094.4
April 2005GoodVery GoodVery GoodVery Good16094.4
August 2003GoodVery GoodVery GoodVery Good16094.4
August 2001GoodVery GoodVery GoodVery Good16094.4
July 1999GoodVery GoodVery GoodVery Good16094.4
March 1997GoodVery GoodVery GoodVery Good50100.0
March 1995GoodVery GoodVery GoodVery Good50100.0
January 1993GoodVery GoodVery GoodVery Good50100.0
March 1991GoodVery GoodVery GoodVery Good50100.0