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LOIS AVE over HENRY ST CANAL

Map 

Coordinates:
+27.99972, -82.51333
27°59'59" N, 82°30'48" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:LOIS AVE over HENRY ST CANAL
Structure number:100507
Location:0.5 MILE N OF HILLS. AVE.
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Local (Urban) [19]
Length of largest span:30.5 ft. [9.3 m]
Total length:59.7 ft. [18.2 m]
Roadway width between curbs:40.0 ft. [12.2 m]
Deck width edge-to-edge:48.9 ft. [14.9 m]
Owner:City or Municipal Highway Agency [04]
Year built:1989
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 continuous [2]
Main spans design:Slab [01]
Deck type:Concrete Cast-in-Place [1]

Latest Available Inspection: February 2015 

Status:Open, no restriction [A]
Average daily traffic:10,000 [as of 2015]
Truck traffic:2% 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:Meets minimum tolerable limits to be left in place as is [4]
Water adequacy appraisal:Better than present minimum criteria [7]
Roadway alignment appraisal:Basically intolerable requiring high priority of corrrective action [3]
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 foundations determined to be stable for the assessed or calculated scour condition. [8]
Operating rating:70.4 tons [64.0 metric tons]
Inventory rating:42.2 tons [38.4 metric tons]
Evaluation:Functionally obsolete [2]
Sufficiency rating:75.1

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
February 201575.1Functionally obsoleteGoodGoodGood10000
February 201379.2Not deficientGoodGoodGood10000
February 201179.2Not deficientGoodGoodGood10000
February 200979.2Not deficientGoodGoodGood10000
February 200779.2Not deficientGoodGoodGood10000
February 200579.2Not deficientGoodGoodGood10000
February 200379.2Not deficientGoodGoodGood10000
February 200179.2Not deficientGoodGoodGood10000
February 199980.2Not deficientGoodGoodGood10000
February 199790.6Not deficientGoodGoodGood9170
February 199591.5Not deficientGoodGoodGood9170
February 199389.8Not deficientGoodGoodGood7500
February 199190.8Not deficientVery GoodVery GoodExcellent7500