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E FREETOWN ROAD over MERRILL CREEK

Map 

Coordinates:
+42.52331, -75.98705
42°31'24" N, 75°59'13" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:E FREETOWN ROAD over MERRILL CREEK
Structure number:000000003367050
Location:4.4 MI SE OF MCGRAW
Purpose:Carries highway over waterway
Route classification:Minor Collector (Rural) [08]
Length of largest span:46.9 ft. [14.3 m]
Total length:48.9 ft. [14.9 m]
Roadway width between curbs:29.9 ft. [9.1 m]
Deck width edge-to-edge:32.2 ft. [9.8 m]
Skew angle:17°
Owner:County Highway Agency [02]
Year built:2000
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:Steel [3]
Main span design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Integral Concrete (separate non-modified layer of concrete added to structural deck) [2]

Latest Available Inspection: May 2016 

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:139 [as of 2008]
Truck traffic:8% of total traffic
Deck condition:Very Good [8 out of 9]
Superstructure condition:Very Good [8 out of 9]
Substructure condition:Excellent [9 out of 9]
Structural appraisal:Better than present minimum criteria [7]
Deck geometry appraisal:Equal to present minimum criteria [6]
Water adequacy appraisal:Meets minimum tolerable limits to be left in place as is [4]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Channel protection:Bank is beginning to slump. River control devices and embankment protection have widespread minor damage. There is minor stream bed movement evident. Debris is restricting the channel slightly. [6]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Operating rating:51.9 tons [47.2 metric tons]
Inventory rating:30.9 tons [28.1 metric tons]
Sufficiency rating:94.1
Recommended work:Widening of existing bridge with deck rehabilitation or replacement. [34]
Estimated cost of work:$368,000

Previous Inspections 

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
May 201694.1GoodVery GoodVery GoodExcellent-139
June 201494.1GoodVery GoodVery GoodExcellent-139
June 201293.1GoodVery GoodVery GoodExcellent-140
June 201093.1GoodVery GoodVery GoodExcellent-139
June 200893.1GoodExcellentExcellentExcellent-139
July 200666.5GoodExcellentExcellentExcellent-163
October 200466.5GoodExcellentExcellentExcellent-163
October 200267.5GoodExcellentExcellentExcellent-163
November 200068.5GoodExcellentExcellentExcellent-163
July 199952.4PoorPoorFairPoorSD163
June 199864.0PoorPoorFairPoorSD100
June 199782.0FairFairFairFair-100
June 199565.0PoorPoorFairPoorSD100
May 199365.0PoorPoorFairPoorSD100
May 199164.1PoorFairFairPoorSD100