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US 27 SBL / SR 1 over TOWN BRANCH

Map

Coordinates:
+31.76416, -84.77558
31°45'51" N, 84°46'32" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:US 27 SBL / SR 1 over TOWN BRANCH
Structure number:000000024300250
Location:APP .5 MI SE OF CUTHBERT
Purpose:Carries highway over waterway
Route classification:Principal Arterial - Other (Rural) [02]
Length of largest span:40.0 ft. [12.2 m]
Total length:600.1 ft. [182.9 m]
Roadway width between curbs:38.1 ft. [11.6 m]
Deck width edge-to-edge:41.3 ft. [12.6 m]
Skew angle:45°
Owner:State Highway Agency [01]
Year built:1994
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:15
Main spans material:Prestressed concrete [5]
Main spans design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: June 2016

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:1,990 [as of 2008]
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:Better than present minimum criteria [7]
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]
Scour condition:Bridge with "unknown" foundation that has not been evaluated for scour. [U]
Operating rating:56.4 tons [51.3 metric tons]
Inventory rating:35.6 tons [32.4 metric tons]
Sufficiency rating:99.9
Estimated cost of work:$3,516,000

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
June 201699.9GoodGoodGoodGood-1990
June 201499.9GoodGoodGoodGood-1990
June 201299.9GoodGoodVery GoodVery Good-1990
June 201099.9GoodVery GoodVery GoodVery Good-1990
June 200899.9GoodVery GoodVery GoodVery Good-1990
June 200699.9GoodVery GoodVery GoodVery Good-1870
June 200499.8GoodVery GoodVery GoodVery Good-4020
July 200299.5GoodVery GoodVery GoodVery Good-1300
June 200099.5GoodVery GoodVery GoodVery Good-1450
August 199899.4GoodVery GoodVery GoodVery Good-1450
March 199697.4GoodVery GoodVery GoodVery Good-1450
September 199597.5GoodVery GoodVery GoodVery Good-1450

Element Data

Source: National Bridge Elements dataset, 2016 edition. This feature is experimental.
ElementUnitsQuantity1. Good2. Fair3. Poor4. Serious
Superstructure
Prestressed Concrete Girder/Beamlinear ft.3,0003,000000
Deck
Reinforced Concrete Decksq. ft.24,72024,720000
Substructure
Reinforced Concrete Abutmentlinear ft.116116000
Prestressed Concrete Pileeach7070000
Reinforced Concrete Pier Caplinear ft.728728000
Joints
Pourable Jointlinear ft.540540000
Bearings
Elastomeric Bearingeach150150000
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.1,2001,200000