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LINCOLN HIGHWAY over DELAWARE CANAL & CONRAIL

Map 

Coordinates:
+40.20423, -74.77726
40°12'15" N, 74°46'38" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:LINCOLN HIGHWAY over DELAWARE CANAL & CONRAIL
Structure number:000000000006753
Old structure number:090001026025010 (from 1992 edition)
Location:MORRISVILLE 39C05
Purpose:Carries highway over railroad and waterway
Route classification:Principal Arterial - Other Freeways or Expressways (Urban) [12]
Length of largest span:140.1 ft. [42.7 m]
Total length:620.1 ft. [189.0 m]
Roadway width between curbs:55.4 ft. [16.9 m]
Deck width edge-to-edge:61.7 ft. [18.8 m]
Vertical clearance below bridge:23.3 ft. [7.1 m]
Skew angle:99°
Owner:State Highway Agency [01]
Year built:1954
Year reconstructed:2006
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18 / HS 20 [5]
Number of main spans:5
Main spans material:Steel [3]
Main spans design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Latex Concrete or similar additive [3]

Latest Available Inspection: August 2014 

Status:Open, no restriction [A]
Average daily traffic:49,340 [as of 2014]
Truck traffic:8% of total traffic
Deck condition:Satisfactory [6 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:Superior to present desirable criteria [9]
Underclearances appraisal:Basically intolerable requiring high priority of corrrective action [3]
Water adequacy appraisal:Superior to present desirable criteria [9]
Roadway alignment appraisal:Better than present minimum criteria [7]
Channel protection:Bank protection is in need of minor repairs. River control devices and embankment protection have a little minor damage. Banks and/or channel have minor amounts of drift. [7]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Operating rating:84.8 tons [77.1 metric tons]
Inventory rating:50.8 tons [46.2 metric tons]
Sufficiency rating:78.1
Recommended work:Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]
Estimated cost of work:$2,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
August 201478.1Not deficientSatisfactorySatisfactorySatisfactory49340
August 201283.2Not deficientSatisfactorySatisfactorySatisfactory29900
August 201070.7Not deficientSatisfactorySatisfactorySatisfactory23598
September 200970.7Not deficientSatisfactorySatisfactorySatisfactory23546
February 200970.7Not deficientSatisfactorySatisfactorySatisfactory23572
February 200763.0Functionally obsoleteSatisfactorySatisfactorySatisfactory50631
January 200567.8Not deficientSatisfactorySatisfactorySatisfactory48621
January 200367.9Not deficientSatisfactorySatisfactorySatisfactory48045
January 200267.0Not deficientSatisfactorySatisfactorySatisfactory48045
December 200068.0Not deficientSatisfactorySatisfactoryGood46887
May 199768.0Not deficientSatisfactorySatisfactoryGood46149
May 199583.6Not deficientGoodSatisfactoryGood30130
July 199384.0Not deficientSatisfactoryGoodGood28734
August 199184.3Not deficientSatisfactoryGoodGood27524