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FAS 204 over HARRINGTON CREEK

Map

Coordinates:
+35.18675, -89.89608
35°11'12" N, 89°53'46" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:FAS 204 over HARRINGTON CREEK
Structure number:79SR2040003
Location:1.33 MI. N OF I-40 JCT.
Purpose:Carries highway over waterway
Route classification:Other Principal Arterial (Urban) [14]
Length of largest span:66.9 ft. [20.4 m]
Total length:203.4 ft. [62.0 m]
Roadway width between curbs:71.9 ft. [21.9 m]
Deck width edge-to-edge:91.9 ft. [28.0 m]
Skew angle:10°
Owner:State Highway Agency [01]
Year built:1972
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:Bituminous [6]

Latest Available Inspection: February 2017

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:41,200 [as of 2015]
Truck traffic:3% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Good [7 out of 9]
Substructure condition:Satisfactory [6 out of 9]
Structural appraisal:Equal to present minimum criteria [6]
Deck geometry appraisal:Superior to present desirable criteria [9]
Water adequacy appraisal:Equal to present desirable criteria [8]
Roadway alignment appraisal:Equal to present desirable criteria [8]
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 assessed or calculated scour condition. [5]
Sufficiency rating:82.0

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
February 2017FairGoodGoodSatisfactory4120082.0
March 2015GoodGoodGoodGood4008082.0
March 2013GoodGoodGoodGood3850082.0
April 2011GoodGoodGoodGood4019082.0
May 2009GoodGoodGoodGood4032082.0
September 2007GoodGoodGoodGood3934082.0
September 2005GoodGoodGoodGood4442082.0
October 2003GoodGoodGoodGood4816082.0
October 2001GoodGoodVery GoodGood4979083.0
March 2000GoodGoodVery GoodGood4822082.0
February 1998FairGoodGoodFair4810074.0
October 1995FairGoodGoodFair4220074.0
September 1993FairGoodGoodFair4225074.0
September 1992FairGoodGoodFair4205074.0
December 1991FairSatisfactoryGoodSatisfactory4205085.0

Element Data

Source: National Bridge Elements dataset, 2018 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Prestressed Concrete Girder/Beamlinear ft.2,0402,040000
Deck
Reinforced Concrete Decksq. ft.18,76817,7681,00000
Wearing Surfacessq. ft.18,25817,2581,00000
Substructure
Reinforced Concrete Columneach87100
Reinforced Concrete Abutmentlinear ft.184183100
Bearings
Elastomeric Bearingeach6060000
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.408408000