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PARK STREET over TRIB TO BIG FISHWEIR CRK

Map 

Coordinates:
+30.29139, -81.72500
30°17'29" N, 81°43'30" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:PARK STREET over TRIB TO BIG FISHWEIR CRK
Structure number:724387
Location:0.1 MI W OF BLANDING BLVD
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Minor Arterial (Rural) [06]
Length of largest span:10.5 ft. [3.2 m]
Total length:23.3 ft. [7.1 m]
Skew angle:20°
Owner:City or Municipal Highway Agency [04]
Year built:1998
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:2
Main spans material:Concrete [1]
Main spans design:Culvert [19]
Deck type:Not applicable [N]

Latest Available Inspection: December 2014 

Status:Open, no restriction [A]
Average daily traffic:8,531 [as of 2014]
Truck traffic:10% of total traffic
Structural appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Water adequacy appraisal:Better than present minimum criteria [7]
Roadway alignment appraisal:Equal to present desirable criteria [8]
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:Deterioration or initial disintegration, minor chloride contamination, cracking with some leaching, or spalls on concrete or masonry walls and slabs. Local minor scouring at curtain walls, wingwalls or pipes. Metal culverts have a smooth curvature, non-symmetrical shape, significant corrosion or moderate pitting. [6]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Operating rating:40.3 tons [36.6 metric tons]
Inventory rating:24.2 tons [22.0 metric tons]
Sufficiency rating:71.5

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
December 201471.5Not deficient---8531
December 201271.5Not deficient---8531
December 201071.5Not deficient---8531
December 200870.9Not deficient---8531
December 200670.9Not deficient---8531
December 200470.9Not deficient---8531
December 200270.9Not deficient---8531
December 200085.5Not deficient---8531
December 199886.5Not deficient---8531