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RAMONA BLVD over CEDAR CREEK

Map 

Coordinates:
+30.31417, -81.75333
30°18'51" N, 81°45'12" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:RAMONA BLVD over CEDAR CREEK
Structure number:724389
Location:0.1MI W OF LANE AVE CR103
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Local (Urban) [19]
Length of largest span:29.9 ft. [9.1 m]
Total length:89.9 ft. [27.4 m]
Roadway width between curbs:29.9 ft. [9.1 m]
Deck width edge-to-edge:44.0 ft. [13.4 m]
Owner:City or Municipal Highway Agency [04]
Year built:1999
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:3
Main spans material:Prestressed concrete [5]
Main spans design:Slab [01]
Deck type:Concrete Precast Panels [2]

Latest Available Inspection: March 2015 

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:8,051 [as of 2015]
Truck traffic:5% 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:Basically intolerable requiring high priority of corrrective action [3]
Water adequacy appraisal:Better than present minimum criteria [7]
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]
Scour condition:Bridge foundations determined to be stable for assessed or calculated scour condition. [5]
Operating rating:89.8 tons [81.6 metric tons]
Inventory rating:53.9 tons [49.0 metric tons]
Sufficiency rating:78.5

Previous Inspections 

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
March 201578.5GoodGoodGoodGoodFO8051
March 201378.5GoodGoodGoodGoodFO8051
March 201178.5GoodGoodGoodGoodFO8051
March 200977.5GoodGoodGoodGoodFO8051
March 200777.5GoodGoodGoodGood-8051
March 200577.5GoodGoodVery GoodGood-8051
March 200379.5GoodVery GoodVery GoodVery Good-8051
March 200179.5GoodVery GoodVery GoodVery Good-8051
April 200079.5GoodVery GoodVery GoodVery Good-8051