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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: June 2014 

Status:Open, no restriction [A]
Average daily traffic:139 [as of 2008]
Truck traffic:9% 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 and embankment protection is severely undermined. River control devices have severe damage. Large deposits of debris are in the channel. [4]
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. ratingEvaluationDeckSuper.Sub.ADT
June 201494.1Not deficientVery GoodVery GoodExcellent139
June 201293.1Not deficientVery GoodVery GoodExcellent140
June 201093.1Not deficientVery GoodVery GoodExcellent139
June 200893.1Not deficientExcellentExcellentExcellent139
July 200666.5Not deficientExcellentExcellentExcellent163
October 200466.5Not deficientExcellentExcellentExcellent163
October 200267.5Not deficientExcellentExcellentExcellent163
November 200068.5Not deficientExcellentExcellentExcellent163
July 199952.4Structurally deficientPoorFairPoor163
June 199864.0Structurally deficientPoorFairPoor100
June 199782.0Not deficientFairFairFair100
June 199565.0Structurally deficientPoorFairPoor100
May 199365.0Structurally deficientPoorFairPoor100
May 199164.1Structurally deficientFairFairPoor100