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OLD HWY 80 over CROOKED WOODS CK

Map 

Coordinates:
+32.39083, -89.36874
32°23'27" N, 89°22'07" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:OLD HWY 80 over CROOKED WOODS CK
Structure number:SA6200000000048
Location:SEC 3 T 6N R 9E B
Purpose:Carries highway over waterway
Route classification:Minor Collector (Rural) [08]
Length of largest span:9.8 ft. [3.0 m]
Total length:22.0 ft. [6.7 m]
Owner:County Highway Agency [02]
Year built:2003
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18 / HS 20 [5]
Number of main spans:2
Main spans material:Concrete [1]
Main spans design:Culvert [19]
Deck type:Not applicable [N]

Latest Available Inspection: December 2016 

Status:Open, no restriction [A]
Average daily traffic:1,200 [as of 2015]
Truck traffic:8% of total traffic
Structural appraisal:Better than present minimum criteria [7]
Water adequacy appraisal:Equal to present desirable criteria [8]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Channel protection:Bank protection is being eroded. River control devices and/or embankment have major damage. Trees and rush restrict the channel. [5]
Culvert condition:Shrinkage cracks, light scaling and insignificant spalling which does not expose reinforcing steel. Insignificant damage caused by drift with no misalignment and not requiring corrective action. Some minor scouring has occured near curtain walls, wingwalls or pipes. Metal culverts have a smooth symmetrical curvature with superficial corrosion and no pitting. [7]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Operating rating:63.5 tons [57.7 metric tons]
Inventory rating:37.7 tons [34.3 metric tons]
Sufficiency rating:99.7
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$300,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
December 201699.7Not deficient---1200
December 201499.7Not deficient---1200
December 201299.7Not deficient---1200
January 201199.7Not deficient---1200
December 200999.7Not deficient---1200
January 200899.8Not deficient---1000
September 200599.8Not deficient---1000
December 200399.8Not deficient---940
December 200113.0Structurally deficientSeriousSeriousCritical1200
December 200017.0Structurally deficientPoorPoorPoor1200
December 199917.0Structurally deficientPoorFairPoor1200
December 199818.3Structurally deficientPoorSatisfactoryPoor800
December 199722.2Structurally deficientSatisfactorySatisfactoryPoor800
December 199536.1Structurally deficientSatisfactorySatisfactorySatisfactory2000