CR 623 (Main St.) over CANTON DRAIN


+39.46667, -75.41167
39°28'00" N, 75°24'42" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.


Name:CR 623 (Main St.) over CANTON DRAIN
Structure number:1701364
Location:6 MI S OF ROUTE 49
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Major Collector (Rural) [07]
Length of largest span:44.9 ft. [13.7 m]
Total length:49.9 ft. [15.2 m]
Roadway width between curbs:35.4 ft. [10.8 m]
Deck width edge-to-edge:44.3 ft. [13.5 m]
Owner:County Highway Agency [02]
Year built:2008
Historic significance:Historical significance is not determinable at this time [4]
Design load:MS 22.5 / HS 25 [9]
Main span material:Prestressed concrete [5]
Main span design:Box beam or girders - Multiple [05]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: September 2015 

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:931 [as of 2013]
Truck traffic:3% of total traffic
Deck condition:Excellent [9 out of 9]
Superstructure condition:Excellent [9 out of 9]
Substructure condition:Very Good [8 out of 9]
Structural appraisal:Equal to present desirable criteria [8]
Deck geometry appraisal:Equal to present minimum criteria [6]
Water adequacy appraisal:Equal to present desirable criteria [8]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Channel protection:Banks are protected or well vegetated. River control devices such as spur dikes and embankment protection are not required or are in a stable condition. [8]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Operating rating:99.7 tons [90.6 metric tons]
Inventory rating:75.8 tons [68.9 metric tons]
Sufficiency rating:99.7

Previous Inspections 

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
September 201599.7GoodExcellentExcellentVery Good-931
October 201399.7GoodExcellentExcellentVery Good-931
November 201199.5GoodExcellentExcellentVery Good-1650
November 200999.5GoodExcellentExcellentVery Good-1650
October 200751.8PoorPoorPoorPoorSD1620
October 200554.9PoorPoorPoorPoorSD1590
October 200358.0PoorSatisfactoryFairPoorSD1530
September 200157.6PoorSatisfactoryFairPoorSD1530
August 200157.6PoorSatisfactoryFairPoorSD1500
July 199957.6PoorSatisfactoryFairPoorSD1500
March 199773.9FairGoodFairFair-1470
November 199460.7PoorGoodFairPoorSD1420
September 199259.4FairSatisfactoryFairSatisfactory-1360
November 199065.5FairSatisfactoryFairSatisfactory-1360