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TEXAS VALLEY ROAD over MERRILL CREEK

Map 

Coordinates:
+42.48651, -75.97469
42°29'11" N, 75°58'29" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:TEXAS VALLEY ROAD over MERRILL CREEK
Structure number:000000003312090
Location:4.8 MI NE OF MARATHON
Purpose:Carries highway over waterway
Route classification:Minor Collector (Rural) [08]
Length of largest span:34.8 ft. [10.6 m]
Total length:38.7 ft. [11.8 m]
Roadway width between curbs:23.3 ft. [7.1 m]
Deck width edge-to-edge:24.3 ft. [7.4 m]
Skew angle:12°
Owner:County Highway Agency [02]
Year built:1974
Year reconstructed:2009
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18 / HS 20 [5]
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: July 2015 

Status:Open, no restriction [A]
Average daily traffic:202 [as of 2014]
Truck traffic:10% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Satisfactory [6 out of 9]
Substructure condition:Satisfactory [6 out of 9]
Structural appraisal:Equal to present minimum criteria [6]
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 the assessed or calculated scour condition. [8]
Operating rating:56.9 tons [51.7 metric tons]
Inventory rating:33.9 tons [30.8 metric tons]
Sufficiency rating:88.3
Recommended work:Widening of existing bridge with deck rehabilitation or replacement. [34]
Estimated cost of work:$16,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
July 201588.3Not deficientGoodSatisfactorySatisfactory202
July 201393.8Not deficientGoodSatisfactorySatisfactory115
July 201193.2Not deficientGoodSatisfactorySatisfactory120
August 200991.6Not deficientGoodSatisfactorySatisfactory115
July 200781.6Structurally deficientPoorSatisfactorySatisfactory192
July 200581.6Structurally deficientPoorSatisfactorySatisfactory192
July 200381.6Structurally deficientPoorSatisfactorySatisfactory192
July 200185.5Not deficientGoodSatisfactorySatisfactory192
June 199985.5Not deficientGoodSatisfactoryGood192
June 199780.9Not deficientGoodSatisfactoryGood300
June 199569.8Not deficientSatisfactoryFairSatisfactory300
May 199371.1Not deficientSatisfactoryFairSatisfactory300
April 199171.4Not deficientSatisfactoryFairSatisfactory300