Share:

SIDNEY LANIER BRID over BRUNSWICK RIVER

Map

Coordinates:
+31.10703, -81.49100
31°06'25" N, 81°29'28" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:SIDNEY LANIER BRID over BRUNSWICK RIVER
Structure number:000000012750200
Location:BRUNSWICK SOUTH CTY LMTS
Purpose:Carries highway over highway and waterway
Route classification:Other Principal Arterial (Urban) [14]
Length of largest span:1250.1 ft. [381.0 m]
Total length:7780.2 ft. [2371.3 m]
Roadway width between curbs:67.9 ft. [20.7 m]
Deck width edge-to-edge:74.2 ft. [22.6 m]
Vertical clearance below bridge:184.7 ft. [56.3 m]
Owner:State Highway Agency [01]
Year built:2002
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:Stayed girder [14]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: December 2016

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:11,950 [as of 2011]
Truck traffic:6% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Satisfactory [6 out of 9]
Substructure condition:Satisfactory [6 out of 9]
Structural appraisal:Equal to present minimum criteria [6]
Deck geometry appraisal:Superior to present desirable criteria [9]
Underclearances appraisal:Basically intolerable requiring high priority of corrrective action [3]
Water adequacy appraisal:Equal to present desirable criteria [8]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Channel protection:Banks are protected or well vegetated. River control devices such as spur dikes and embankment protection are not required or are in a stable condition. [8]
Pier/abutment protection:In place and functioning [2]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Operating rating:60.4 tons [54.9 metric tons]
Inventory rating:42.6 tons [38.7 metric tons]
Sufficiency rating:76.0
Estimated cost of work:$70,468,000

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
December 201676.0FairGoodSatisfactorySatisfactoryFO11950
December 201476.0FairGoodSatisfactorySatisfactoryFO11950
December 201276.0FairGoodSatisfactorySatisfactoryFO11950
March 201176.0GoodGoodGoodVery Good-11500
November 200876.0GoodGoodGoodVery Good-11500
September 200676.0GoodGoodGoodVery Good-11500
October 200480.0GoodGoodGoodVery Good-11500
October 200280.0GoodVery GoodVery GoodVery Good-12500

Element Data

Source: National Bridge Elements dataset, 2016 edition. This feature is experimental.
ElementUnitsQuantity1. Good2. Fair3. Poor4. Serious
Superstructure
Prestressed Concrete Girder/Beamlinear ft.52,20052,200000
Deck
Reinforced Concrete Decksq. ft.527,078527,0582000
Superstructure
Steel Main Cablelinear ft.88,09188,091000
Substructure
Reinforced Concrete Columneach5852600
Reinforced Concrete Abutmentlinear ft.148148000
Reinforced Concrete Pile Cap/Footinglinear ft.2323000
Reinforced Concrete Pier Caplinear ft.2,6122,607230
Joints
Strip Seal Jointlinear ft.680680000
Pourable Jointlinear ft.1,0201,020000
Assembly with Sealeach136136000
Bearings
Elastomeric Bearingeach680680000
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.15,44015,438020