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CORINTH ROAD over NEW RIVER

Map

Coordinates:
+33.24873, -84.93524
33°14'55" N, 84°56'07" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:CORINTH ROAD over NEW RIVER
Structure number:000000007700700
Location:1.4 MI N OF CORINTH
Purpose:Carries highway over waterway
Route classification:Major Collector (Rural) [07]
Length of largest span:26.9 ft. [8.2 m]
Total length:134.8 ft. [41.1 m]
Roadway width between curbs:21.7 ft. [6.6 m]
Deck width edge-to-edge:24.3 ft. [7.4 m]
Owner:County Highway Agency [02]
Year built:1952
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:M 9 / H 10 [1]
Number of main spans:5
Main spans material:Steel continuous [4]
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: September 2015

Good/Fair/Poor Condition:Fair
Status:Posted for load [P]
Average daily traffic:1,020 [as of 2012]
Truck traffic:1% of total traffic
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Satisfactory [6 out of 9]
Substructure condition:Fair [5 out of 9]
Structural appraisal:Meets minimum tolerable limits to be left in place as is [4]
Deck geometry appraisal:Basically intolerable requiring high priority of replacement [2]
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]
Scour condition:Bridge with "unknown" foundation that has not been evaluated for scour. [U]
Operating rating:28.7 tons [26.1 metric tons]
Inventory rating:18.8 tons [17.1 metric tons]
Sufficiency rating:47.3
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$791,000

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
September 201547.3FairSatisfactorySatisfactoryFairFO1020
September 201347.3FairGoodSatisfactoryFairFO1020
October 201147.2FairGoodSatisfactoryFairFO1080
October 200946.7FairGoodSatisfactoryFairFO1280
September 200746.7FairGoodSatisfactoryFairFO1280
September 200551.1FairGoodSatisfactoryFairFO1580
November 200362.7FairGoodSatisfactorySatisfactoryFO900
October 200139.2FairGoodSatisfactorySatisfactorySD1100
November 199921.7PoorSatisfactorySatisfactoryPoorSD900
February 199812.3PoorSatisfactorySatisfactoryCriticalSD900
March 199514.1PoorSatisfactorySatisfactoryCriticalSD720
October 199314.1PoorSatisfactorySatisfactoryPoorSD720
December 199115.6PoorGoodSatisfactoryPoorSD590

Element Data

Source: National Bridge Elements dataset, 2016 edition. This feature is experimental.
ElementUnitsQuantity1. Good2. Fair3. Poor4. Serious
Superstructure
Steel Girder/Beamlinear ft.540054000
Steel Protective Coatingsq. ft.2,3800002,380
Deck
Reinforced Concrete Decksq. ft.3,26503,26500
Substructure
Reinforced Concrete Abutmentlinear ft.6060000
Steel Pileeach1601600
Steel Protective Coatingsq. ft.435000435
Joints
Pourable Jointlinear ft.132880044
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.270270000