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BILL MERRITT ROAD over LANAHASSEE CREEK

Map

Coordinates:
+32.15559, -84.47749
32°09'20" N, 84°28'39" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:BILL MERRITT ROAD over LANAHASSEE CREEK
Structure number:000000019750220
Location:10.5 MI SE OF BUENA VISTA
Purpose:Carries highway over waterway
Route classification:Local (Rural) [09]
Length of largest span:16.1 ft. [4.9 m]
Total length:80.1 ft. [24.4 m]
Roadway width between curbs:24.0 ft. [7.3 m]
Deck width edge-to-edge:25.3 ft. [7.7 m]
Owner:County Highway Agency [02]
Year built:1960
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:M 13.5 / H 15 [2]
Number of main spans:5
Main spans material:Steel [3]
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: April 2017

Good/Fair/Poor Condition:Poor
Status:Open, would be posted or closed except for temporary shoring [D]
Average daily traffic:70 [as of 2011]
Truck traffic:1% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Satisfactory [6 out of 9]
Substructure condition:Imminent Failure [1 out of 9]
Deck geometry appraisal:Equal to present minimum criteria [6]
Water adequacy appraisal:Better than present minimum criteria [7]
Roadway alignment appraisal:Equal to present minimum criteria [6]
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]
Scour condition:Bridge with "unknown" foundation that has not been evaluated for scour. [U]
Sufficiency rating:40.8
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$226,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
April 2017PoorGoodSatisfactoryImminent Failure7040.8
April 2015PoorGoodSatisfactoryImminent Failure7040.8
April 2013PoorGoodSatisfactoryImminent Failure7040.8
June 2011PoorGoodSatisfactoryImminent Failure7039.8
May 2009PoorGoodSatisfactoryImminent Failure62025.4
May 2007PoorGoodSatisfactoryImminent Failure60025.5
September 2006PoorSatisfactorySatisfactoryImminent Failure63025.3
October 2005FairSatisfactorySatisfactory-39026.5
April 2005FairSatisfactorySatisfactory-39026.5
April 2003PoorGoodGoodSerious74024.8
July 2001PoorGoodGoodCritical74024.8
June 1999PoorGoodGoodSerious47026.1
May 1997PoorGoodGoodPoor43037.9
May 1995PoorGoodGoodPoor43043.6
May 1993PoorGoodGoodPoor40045.0
July 1991FairGoodGoodFair27063.9

Element Data

Source: National Bridge Elements dataset, 2018 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Steel Girder/Beamlinear ft.5604907000
Steel Protective Coatingsq. ft.2,005002,0050
Deck
Reinforced Concrete Decksq. ft.2,0202,020000
Substructure
Reinforced Concrete Abutmentlinear ft.5252000
Timber Pileeach2222000
Reinforced Concrete Pier Caplinear ft.104104000
Joints
Pourable Jointlinear ft.120001200