Share:

DRY BRANCH ROAD over DRY BRANCH

Map 

Coordinates:
+38.30654, -79.62765
38°18'24" N, 79°37'40" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:DRY BRANCH ROAD over DRY BRANCH
Structure number:000000000010265
Location:2.38 RT 220 - 0.22 RT 607
Purpose:Carries highway over waterway
Route classification:Local (Rural) [09]
Length of largest span:30.8 ft. [9.4 m]
Total length:30.8 ft. [9.4 m]
Roadway width between curbs:16.7 ft. [5.1 m]
Deck width edge-to-edge:20.3 ft. [6.2 m]
Skew angle:30°
Owner:State Highway Agency [01]
Year built:1940
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18+Mod / HS 20+Mod [6]
Main span material:Steel [3]
Main span design:Stringer/Multi-beam or girder [02]
Deck type:Wood or Timber [8]
Wearing surface:Bituminous [6]

Latest Available Inspection: December 2014 

Status:Open, no restriction [A]
Average daily traffic:14 [as of 2003]
Deck condition:Very Good [8 out of 9]
Superstructure condition:Very Good [8 out of 9]
Substructure condition:Satisfactory [6 out of 9]
Structural appraisal:Equal to present minimum criteria [6]
Deck geometry appraisal:Basically intolerable requiring high priority of corrrective action [3]
Water adequacy appraisal:Equal to present minimum criteria [6]
Roadway alignment appraisal:Meets minimum tolerable limits to be left in place as is [4]
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 foundations determined to be stable for the assessed or calculated scour condition. [8]
Operating rating:49.0 tons [44.5 metric tons]
Inventory rating:36.0 tons [32.7 metric tons]
Evaluation:Functionally obsolete [2]
Sufficiency rating:83.5

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
December 201483.5Functionally obsoleteVery GoodVery GoodSatisfactory14
December 201283.5Functionally obsoleteVery GoodVery GoodSatisfactory14
December 201086.5Functionally obsoleteVery GoodVery GoodSatisfactory14
October 200886.5Functionally obsoleteVery GoodVery GoodSatisfactory14
September 200685.5Functionally obsoleteVery GoodVery GoodSatisfactory14
September 200485.5Functionally obsoleteVery GoodVery GoodSatisfactory14
September 200285.5Functionally obsoleteExcellentExcellentSatisfactory15
September 200143.1Structurally deficientFairPoorSatisfactory15
October 200043.1Structurally deficientFairPoorSatisfactory39
October 199943.2Structurally deficientFairPoorSatisfactory39
October 199843.2Structurally deficientFairPoorSatisfactory39
October 199743.2Structurally deficientFairPoorFair36
November 199643.2Structurally deficientFairPoorFair30
November 199543.2Structurally deficientFairPoorFair30
September 199443.2Structurally deficientFairPoorFair30
January 199443.2Structurally deficientFairPoorFair28
September 199143.2Structurally deficientFairPoorFair28
July 199043.2Structurally deficientFairPoorFair28