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FAS 204 over HARRINGTON CREEK

Map 

Coordinates:
+35.18667, -89.89583
35°11'12" N, 89°53'45" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

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: March 2015 

Status:Open, no restriction [A]
Average daily traffic:40,080 [as of 2014]
Truck traffic:3% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Good [7 out of 9]
Substructure condition:Good [7 out of 9]
Structural appraisal:Better than present minimum criteria [7]
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]
Operating rating:98.0 tons [89.1 metric tons]
Inventory rating:35.6 tons [32.4 metric tons]
Sufficiency rating:82.0

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
March 201582.0Not deficientGoodGoodGood40080
March 201382.0Not deficientGoodGoodGood38500
April 201182.0Not deficientGoodGoodGood40190
May 200982.0Not deficientGoodGoodGood40320
September 200782.0Not deficientGoodGoodGood39340
September 200582.0Not deficientGoodGoodGood44420
October 200382.0Not deficientGoodGoodGood48160
October 200183.0Not deficientGoodVery GoodGood49790
March 200082.0Not deficientGoodVery GoodGood48220
February 199874.0Not deficientGoodGoodFair48100
October 199574.0Not deficientGoodGoodFair42200
September 199374.0Not deficientGoodGoodFair42250
September 199274.0Not deficientGoodGoodFair42050
December 199185.0Not deficientSatisfactoryGoodSatisfactory42050