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MEMORIAL HIGHWAY over DICK CREEK BRANCH

Map 

Coordinates:
+28.00583, -82.59167
28°00'21" N, 82°35'30" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:MEMORIAL HIGHWAY over DICK CREEK BRANCH
Structure number:104601
Location:0.7MI W OF SHELDON RD
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Minor Arterial (Urban) [16]
Length of largest span:39.0 ft. [11.9 m]
Total length:100.1 ft. [30.5 m]
Roadway width between curbs:40.0 ft. [12.2 m]
Deck width edge-to-edge:55.1 ft. [16.8 m]
Owner:County Highway Agency [02]
Year built:2006
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:3
Main spans material:Concrete [1]
Main spans design:Slab [01]
Deck type:Concrete Cast-in-Place [1]

Latest Available Inspection: October 2015 

Status:Open, no restriction [A]
Average daily traffic:9,570 [as of 2015]
Truck traffic:1% 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:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Water adequacy appraisal:Equal to present desirable criteria [8]
Roadway alignment appraisal:Superior to present desirable criteria [9]
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]
Operating rating:73.9 tons [67.2 metric tons]
Inventory rating:44.4 tons [40.4 metric tons]
Sufficiency rating:97.6

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
October 201597.6Not deficientGoodGoodGood9570
October 201397.6Not deficientVery GoodVery GoodVery Good9570
October 201197.6Not deficientVery GoodVery GoodVery Good9570
October 200998.1Not deficientVery GoodVery GoodVery Good9570
October 200798.1Not deficientExcellentExcellentVery Good9570