Share:

AUGUSTINE CUTOFF over BRANDYWINE CREEK

Map

Coordinates:
+39.76092, -75.55703
39°45'39" N, 75°33'25" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:AUGUSTINE CUTOFF over BRANDYWINE CREEK
Structure number:1585 049
Location:WILMINGTON
Purpose:Carries highway and pedestrian walkway over highway and waterway
Route classification:Minor Arterial (Urban) [16]
Length of largest span:164.1 ft. [50.0 m]
Total length:825.8 ft. [251.7 m]
Roadway width between curbs:40.0 ft. [12.2 m]
Deck width edge-to-edge:56.1 ft. [17.1 m]
Vertical clearance below bridge:13.1 ft. [4.0 m]
Owner:State Highway Agency [01]
Year reconstructed:1980
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:6
Main spans material:Steel continuous [4]
Main spans design:Truss - Deck [09]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Other [9]

Latest Available Inspection: July 2017

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:10,545 [as of 2016]
Truck traffic:9% of total traffic
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Satisfactory [6 out of 9]
Substructure condition:Good [7 out of 9]
Structural appraisal:Equal to present minimum criteria [6]
Deck geometry appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Underclearances appraisal:Basically intolerable requiring high priority of corrrective action [3]
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]
Pier/abutment protection:Navigation protection not required [1]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Sufficiency rating:92.4
Recommended work:Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]
Estimated cost of work:$750,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
July 2017FairSatisfactorySatisfactoryGood1054592.4
July 2015FairSatisfactorySatisfactoryGood1030992.4
July 2013FairSatisfactorySatisfactoryGood1036690.4
July 2011FairSatisfactorySatisfactoryGood505591.7
July 2009FairSatisfactorySatisfactoryGood505591.7
August 2007FairSatisfactorySatisfactoryGood855390.9
May 2006GoodGoodGoodGood840388.8
April 2004GoodVery GoodGoodGood1694989.0
May 2002GoodVery GoodGoodGood1648589.2
September 2000GoodGoodGoodVery Good1811687.4
June 1998GoodGoodGoodVery Good1698485.9
April 1996GoodGoodVery GoodVery Good1635286.2
October 1994GoodGoodVery GoodVery Good1085889.1
April 1992GoodVery GoodVery GoodVery Good1054891.2