Share:

DRAHT HILL ROAD over GOLDSMITH CREEK

Map 

Coordinates:
+42.09664, -76.75704
42°05'48" N, 76°45'25" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:DRAHT HILL ROAD over GOLDSMITH CREEK
Structure number:000000003331770
Location:2.5 MI E OF ELMIRA
Purpose:Carries highway over waterway
Route classification:Local (Rural) [09]
Length of largest span:42.0 ft. [12.8 m]
Total length:43.0 ft. [13.1 m]
Roadway width between curbs:23.0 ft. [7.0 m]
Deck width edge-to-edge:25.9 ft. [7.9 m]
Skew angle:12°
Owner:County Highway Agency [02]
Year built:1999
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 22.5 / HS 25 [9]
Main span material:Wood or timber [7]
Main span design:Stringer/Multi-beam or girder [02]
Deck type:Wood or Timber [8]
Wearing surface:Bituminous [6]

Latest Available Inspection: July 2015 

Status:Open, no restriction [A]
Average daily traffic:235 [as of 2012]
Truck traffic:8% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Very Good [8 out of 9]
Substructure condition:Fair [5 out of 9]
Structural appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Deck geometry appraisal:Meets minimum tolerable limits to be left in place as is [4]
Water adequacy appraisal:Meets minimum tolerable limits to be left in place as is [4]
Roadway alignment appraisal:Better than present minimum criteria [7]
Channel protection:Bank protection is being eroded. River control devices and/or embankment have major damage. Trees and rush restrict the channel. [5]
Scour condition:Bridge foundations determined to be stable for assessed or calculated scour condition. [5]
Operating rating:89.8 tons [81.6 metric tons]
Inventory rating:44.9 tons [40.8 metric tons]
Sufficiency rating:77.4
Recommended work:Widening of existing bridge with deck rehabilitation or replacement. [34]
Estimated cost of work:$270,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
July 201577.4Not deficientGoodVery GoodFair235
July 201377.4Not deficientGoodVery GoodFair235
June 201172.8Not deficientGoodVery GoodFair260
June 200975.8Not deficientGoodVery GoodFair258
July 200775.9Not deficientGoodVery GoodFair346
July 200575.9Not deficientGoodVery GoodFair346
August 200387.9Not deficientVery GoodVery GoodSatisfactory346
July 200187.9Not deficientVery GoodVery GoodGood346
June 199941.4Not deficientExcellentExcellentGood239
May 199822.5Structurally deficientPoorPoorFair239
April 199722.5Structurally deficientPoorSeriousSerious239
May 199625.6Structurally deficientPoorSeriousSerious239
May 199523.5Structurally deficientPoorSeriousSerious239
April 199423.5Structurally deficientPoorSeriousSerious240
May 199323.5Structurally deficientPoorSeriousSerious240
March 199223.5Structurally deficientPoorSeriousSerious240
May 199124.5Structurally deficientPoorSeriousSerious240