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LONE STAR ROAD over RED BAY BRANCH

Map 

Coordinates:
+30.33500, -81.58083
30°20'06" N, 81°34'51" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:LONE STAR ROAD over RED BAY BRANCH
Structure number:724342
Location:.5 MI E OF N ARLINGTON RD
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Collector (Urban) [17]
Length of largest span:29.9 ft. [9.1 m]
Total length:120.1 ft. [36.6 m]
Roadway width between curbs:34.5 ft. [10.5 m]
Deck width edge-to-edge:47.9 ft. [14.6 m]
Owner:City or Municipal Highway Agency [04]
Year built:1955
Year reconstructed:1986
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:4
Main spans material:Prestressed concrete [5]
Main spans design:Slab [01]
Deck type:Concrete Precast Panels [2]
Wearing surface:Bituminous [6]

Latest Available Inspection: February 2016 

Status:Open, no restriction [A]
Average daily traffic:7,700 [as of 2014]
Truck traffic:1% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Good [7 out of 9]
Substructure condition:Satisfactory [6 out of 9]
Structural appraisal:Equal to present minimum criteria [6]
Deck geometry appraisal:Meets minimum tolerable limits to be left in place as is [4]
Water adequacy appraisal:Equal to present minimum criteria [6]
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]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Operating rating:76.5 tons [69.5 metric tons]
Inventory rating:38.1 tons [34.6 metric tons]
Sufficiency rating:91.4

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
February 201691.4Not deficientGoodGoodSatisfactory7700
February 201491.3Not deficientGoodGoodSatisfactory8300
February 201291.4Not deficientGoodGoodSatisfactory8001
February 201091.4Not deficientGoodGoodSatisfactory8001
February 200891.8Not deficientGoodGoodSatisfactory8001
February 200690.8Not deficientGoodGoodSatisfactory8001
February 200490.8Not deficientGoodGoodSatisfactory8001
February 200290.8Not deficientSatisfactoryGoodSatisfactory8001
February 200091.8Not deficientSatisfactoryGoodSatisfactory8000
February 199896.8Not deficientGoodGoodSatisfactory8000
February 199696.8Not deficientGoodGoodGood8000
January 199496.2Not deficientGoodGoodGood8000
January 199296.2Not deficientGoodVery GoodGood8000