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SR-116 E.B. & W.B. over GREENFIELD CREEK

Map 

Coordinates:
+30.35806, -81.46250
30°21'29" N, 81°27'45" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:SR-116 E.B. & W.B. over GREENFIELD CREEK
Structure number:720675
Location:WONDERWOOD/GREENFIELD CRK
Purpose:Carries highway and pedestrian walkway over highway and waterway
Route classification:Minor Arterial (Urban) [16]
Length of largest span:140.1 ft. [42.7 m]
Total length:1400.0 ft. [426.7 m]
Roadway width between curbs:78.1 ft. [23.8 m]
Deck width edge-to-edge:90.9 ft. [27.7 m]
Vertical clearance below bridge:29.9 ft. [9.1 m]
Skew angle:99°
Owner:State Highway Agency [01]
Year built:2003
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18+Mod / HS 20+Mod [6]
Number of main spans:10
Main spans material:Prestressed concrete [5]
Main spans design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]

Latest Available Inspection: March 2014 

Status:Open, no restriction [A]
Average daily traffic:19,400 [as of 2013]
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:Superior to present desirable criteria [9]
Underclearances 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 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]
Pier/abutment protection:Navigation protection not required [1]
Scour condition:Bridge foundations determined to be stable for assessed or calculated scour condition. [5]
Operating rating:65.2 tons [59.3 metric tons]
Inventory rating:40.9 tons [37.2 metric tons]
Sufficiency rating:90.0

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
March 201490.0Not deficientGoodGoodGood19400
March 201289.5Not deficientGoodGoodGood20300
March 201088.7Not deficientGoodGoodGood22000
March 200889.4Not deficientGoodGoodGood20500
March 200692.8Not deficientGoodGoodGood14000
March 200492.8Not deficientGoodGoodVery Good14000