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CR 623 (Main St.) over CANTON DRAIN

Map 

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

Facts 

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 

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. ratingEvaluationDeckSuper.Sub.ADT
September 201599.7Not deficientExcellentExcellentVery Good931
October 201399.7Not deficientExcellentExcellentVery Good931
November 201199.5Not deficientExcellentExcellentVery Good1650
November 200999.5Not deficientExcellentExcellentVery Good1650
October 200751.8Structurally deficientPoorPoorPoor1620
October 200554.9Structurally deficientPoorPoorPoor1590
October 200358.0Structurally deficientSatisfactoryFairPoor1530
September 200157.6Structurally deficientSatisfactoryFairPoor1530
August 200157.6Structurally deficientSatisfactoryFairPoor1500
July 199957.6Structurally deficientSatisfactoryFairPoor1500
March 199773.9Not deficientGoodFairFair1470
November 199460.7Structurally deficientGoodFairPoor1420
September 199259.4Not deficientSatisfactoryFairSatisfactory1360
November 199065.5Not deficientSatisfactoryFairSatisfactory1360