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82ND STREET over NORTH ARCHIE CREEK

Map 

Coordinates:
+27.89333, -82.36528
27°53'36" N, 82°21'55" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:82ND STREET over NORTH ARCHIE CREEK
Structure number:104151
Location:0.4MI S OF PROGRESS VILL
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Local (Urban) [19]
Length of largest span:16.7 ft. [5.1 m]
Total length:33.8 ft. [10.3 m]
Owner:County Highway Agency [02]
Year built:1995
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: October 2015 

Status:Open, no restriction [A]
Average daily traffic:500 [as of 2015]
Truck traffic:4% of total traffic
Structural appraisal:Equal to present minimum criteria [6]
Water adequacy appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Roadway alignment appraisal:Superior to present desirable criteria [9]
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]
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:48.5 tons [44.1 metric tons]
Inventory rating:29.2 tons [26.5 metric tons]
Sufficiency rating:83.3

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
October 201583.3Not deficient---500
October 201383.3Not deficient---500
October 201183.3Not deficient---500
October 200984.3Not deficient---500
October 200783.3Not deficient---500
October 200583.3Not deficient---500
October 200384.4Not deficient---500
July 200184.4Not deficient---500
July 199985.4Not deficient---500