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PINE VALLEY RD over TRIB CATHARINE CR

Map 

Coordinates:
+42.22942, -76.85234
42°13'46" N, 76°51'08" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:PINE VALLEY RD over TRIB CATHARINE CR
Structure number:000000003357800
Location:0.6 MI W OF PINE VALLEY
Purpose:Carries highway over waterway
Route classification:Local (Rural) [09]
Length of largest span:24.0 ft. [7.3 m]
Total length:27.9 ft. [8.5 m]
Roadway width between curbs:26.2 ft. [8.0 m]
Deck width edge-to-edge:27.2 ft. [8.3 m]
Skew angle:20°
Owner:County Highway Agency [02]
Year built:1934
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Main span material:Steel [3]
Main span design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: August 2015 

Status:Posted for load [P]
Average daily traffic:226 [as of 2010]
Truck traffic:8% of total traffic
Deck condition:Serious [3 out of 9]
Superstructure condition:Serious [3 out of 9]
Substructure condition:Poor [4 out of 9]
Structural appraisal:Basically intolerable requiring high priority of corrrective action [3]
Deck geometry appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Water adequacy appraisal:Meets minimum tolerable limits to be left in place as is [4]
Roadway alignment appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
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 is scour critical; bridge foundations determined to be unstable. [3]
Operating rating:26.7 tons [24.3 metric tons]
Inventory rating:16.1 tons [14.6 metric tons]
Evaluation:Structurally deficient [1]
Sufficiency rating:31.6
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$423,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
August 201531.6Structurally deficientSeriousSeriousPoor226
July 201431.6Structurally deficientSeriousSeriousFair226
July 201331.6Structurally deficientSeriousSeriousFair225
July 201233.9Structurally deficientSeriousSeriousFair230
June 201133.9Structurally deficientSeriousSeriousPoor230
June 201033.6Structurally deficientSeriousSeriousPoor92
April 200933.7Structurally deficientSeriousSeriousPoor71
May 200857.2Structurally deficientPoorPoorPoor333
April 200759.3Structurally deficientPoorPoorPoor333
May 200659.3Structurally deficientPoorPoorPoor333
April 200450.7Structurally deficientPoorPoorPoor333
April 200252.6Structurally deficientFairPoorPoor333
April 200152.6Structurally deficientFairPoorFair333
April 200057.4Structurally deficientFairPoorFair333
May 199861.3Structurally deficientFairPoorFair292
April 199759.3Structurally deficientPoorFairPoor292
May 199661.3Structurally deficientPoorPoorPoor292
May 199560.6Structurally deficientPoorPoorPoor292
May 199459.8Structurally deficientPoorPoorPoor280
June 199359.8Structurally deficientPoorPoorPoor280
April 199260.6Structurally deficientPoorPoorPoor280
May 199160.6Structurally deficientPoorFairPoor280