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SR-134 (TIMUQUANA) over FISHING CREEK

Map 

Coordinates:
+30.24722, -81.73417
30°14'50" N, 81°44'03" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:SR-134 (TIMUQUANA) over FISHING CREEK
Structure number:720425
Location:SR-134 / FISHING CREEK
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Minor Arterial (Urban) [16]
Length of largest span:41.0 ft. [12.5 m]
Total length:124.0 ft. [37.8 m]
Roadway width between curbs:86.6 ft. [26.4 m]
Deck width edge-to-edge:99.1 ft. [30.2 m]
Vertical clearance below bridge:6.9 ft. [2.1 m]
Skew angle:15°
Owner:State Highway Agency [01]
Year built:1978
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:Prestressed concrete [5]
Main spans design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]

Latest Available Inspection: August 2014 

Status:Open, no restriction [A]
Average daily traffic:23,500 [as of 2013]
Truck traffic:3% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Very Good [8 out of 9]
Substructure condition:Good [7 out of 9]
Structural appraisal:Better than present minimum criteria [7]
Deck geometry appraisal:Meets minimum tolerable limits to be left in place as is [4]
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:48.8 tons [44.4 metric tons]
Inventory rating:42.9 tons [39.0 metric tons]
Sufficiency rating:89.0

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
August 201489.0Not deficientGoodVery GoodGood23500
August 201289.0Not deficientGoodVery GoodGood23500
August 201088.6Not deficientGoodVery GoodGood24500
August 200888.8Not deficientGoodVery GoodGood24000
August 200688.0Not deficientGoodVery GoodGood26000
August 200488.0Not deficientGoodVery GoodGood26000
August 200287.8Not deficientGoodVery GoodGood26500
August 200088.4Not deficientGoodVery GoodGood25000
August 199887.6Not deficientGoodVery GoodGood27000
August 199686.5Not deficientGoodVery GoodGood30000
August 199490.1Not deficientVery GoodVery GoodVery Good26500
August 199290.0Not deficientVery GoodVery GoodVery Good26703
October 199089.5Not deficientVery GoodVery GoodVery Good27900