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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 2016 

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:49,192 [as of 2016]
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:50.9 tons [46.3 metric tons]
Sufficiency rating:76.1
Recommended work:Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]
Estimated cost of work:$2,402,000

Previous Inspections 

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
August 201676.1FairSatisfactorySatisfactorySatisfactoryFO49192
August 201478.1FairSatisfactorySatisfactorySatisfactory-49340
August 201283.2FairSatisfactorySatisfactorySatisfactory-29900
August 201070.7FairSatisfactorySatisfactorySatisfactory-23598
September 200970.7FairSatisfactorySatisfactorySatisfactory-23546
February 200970.7FairSatisfactorySatisfactorySatisfactory-23572
February 200763.0FairSatisfactorySatisfactorySatisfactoryFO50631
January 200567.8FairSatisfactorySatisfactorySatisfactory-48621
January 200367.9FairSatisfactorySatisfactorySatisfactory-48045
January 200267.0FairSatisfactorySatisfactorySatisfactory-48045
December 200068.0FairSatisfactorySatisfactoryGood-46887
May 199768.0FairSatisfactorySatisfactoryGood-46149
May 199583.6FairGoodSatisfactoryGood-30130
July 199384.0FairSatisfactoryGoodGood-28734
August 199184.3FairSatisfactoryGoodGood-27524