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PLY-SPRINGMILL RD. over BLACK FORK MOHICAN RIVER

Map 

Coordinates:
+40.91500, -82.63333
40°54'54" N, 82°37'60" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:PLY-SPRINGMILL RD. over BLACK FORK MOHICAN RIVER
Structure number:7031300
Location:0.5MI N OF LONDON W RD.
Purpose:Carries highway over waterway
Route classification:Local (Rural) [09]
Length of largest span:86.0 ft. [26.2 m]
Total length:90.9 ft. [27.7 m]
Roadway width between curbs:27.9 ft. [8.5 m]
Deck width edge-to-edge:30.5 ft. [9.3 m]
Owner:County Highway Agency [02]
Year built:1965
Year reconstructed:1998
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Main span material:Steel [3]
Main span design:Truss - Thru [10]
Deck type:Corrugated Steel [6]
Wearing surface:Bituminous [6]

Latest Available Inspection: April 2015 

Status:Open, no restriction [A]
Average daily traffic:598 [as of 1991]
Truck traffic:2% of total traffic
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Very Good [8 out of 9]
Substructure condition:Very Good [8 out of 9]
Structural appraisal:Meets minimum tolerable limits to be left in place as is [4]
Deck geometry appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Water adequacy appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Roadway alignment appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
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 foundations determined to be stable for the assessed or calculated scour condition. [8]
Operating rating:29.9 tons [27.2 metric tons]
Inventory rating:17.8 tons [16.2 metric tons]
Sufficiency rating:67.4
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$255,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
April 201567.4Not deficientSatisfactoryVery GoodVery Good598
July 201490.7Not deficientSatisfactoryVery GoodVery Good598
October 201367.4Not deficientSatisfactoryVery GoodVery Good598
July 201267.4Not deficientSatisfactoryVery GoodVery Good598
September 201167.4Not deficientSatisfactoryVery GoodVery Good598
September 201090.7Not deficientSatisfactoryVery GoodGood598
September 200990.7Not deficientSatisfactoryVery GoodGood598
April 200887.7Structurally deficientPoorVery GoodGood598
October 200790.7Not deficientVery GoodVery GoodGood598
September 200695.7Not deficientVery GoodVery GoodGood598
June 200593.7Not deficientGoodVery GoodGood598
July 200493.7Not deficientSatisfactoryVery GoodGood598
July 200293.7Not deficientGoodVery GoodGood598
October 200193.7Not deficientSatisfactoryVery GoodGood598
September 200093.7Not deficientVery GoodVery GoodGood598
August 199993.7Not deficientVery GoodVery GoodGood598
October 199888.7Not deficientVery GoodVery GoodGood598
June 199736.4Structurally deficientPoorPoorPoor598
June 199636.4Structurally deficientPoorPoorFair598
July 199536.4Structurally deficientPoorPoorFair598
June 199436.4Structurally deficientPoorPoorPoor598
May 199336.4Structurally deficientPoorPoorSatisfactory598
May 199261.6Structurally deficientSatisfactoryPoorPoor598
May 199161.6Structurally deficientSatisfactoryFairPoor598