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CRICKET HILL ROAD over MILFORD HAVEN

Map

Coordinates:
+37.48782, -76.30955
37°29'16" N, 76°18'34" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:CRICKET HILL ROAD over MILFORD HAVEN
Structure number:000000000011836
Location:1.76M RTE 198-0.2M RTE633
Purpose:Carries highway over waterway
Route classification:Major Collector (Rural) [07]
Length of largest span:207.0 ft. [63.1 m]
Total length:732.3 ft. [223.2 m]
Roadway width between curbs:24.0 ft. [7.3 m]
Deck width edge-to-edge:26.2 ft. [8.0 m]
Vertical clearance above deck:14.1 ft. [4.3 m]
Vertical clearance below bridge:6.6 ft. [2.0 m]
Owner:State Highway Agency [01]
Year built:1938
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:M 13.5 / H 15 [2]
Number of main spans:2
Main spans material:Steel continuous [4]
Main spans design:Movable - Swing [17]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: July 2018

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:2,360 [as of 2014]
Truck traffic:1% of total traffic
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Fair [5 out of 9]
Substructure condition:Satisfactory [6 out of 9]
Structural appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Deck geometry appraisal:Basically intolerable requiring high priority of replacement [2]
Water adequacy appraisal:Meets minimum tolerable limits to be left in place as is [4]
Roadway alignment appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Channel protection:Bank is beginning to slump. River control devices and embankment protection have widespread minor damage. There is minor stream bed movement evident. Debris is restricting the channel slightly. [6]
Pier/abutment protection:In place but in a deteriorated condition [3]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Sufficiency rating:46.1
Recommended work:Other structural work, including hydraulic replacements. [38]
Estimated cost of work:$300,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
July 2018FairSatisfactoryFairSatisfactory236046.1
July 2017FairSatisfactoryFairSatisfactory236046.1
July 2016FairSatisfactoryFairSatisfactory236046.1
July 2015FairSatisfactoryFairSatisfactory236046.1
July 2014FairSatisfactoryFairSatisfactory221545.6
July 2013FairSatisfactoryFairSatisfactory221539.5
July 2012FairGoodFairSatisfactory221539.5
July 2011FairGoodFairSatisfactory221539.5
July 2010FairGoodFairSatisfactory221546.9
September 2009FairGoodFairSatisfactory221546.9
July 2008FairGoodFairSatisfactory217846.9
October 2007FairGoodFairSatisfactory260246.9
July 2006PoorSatisfactoryPoorPoor254530.9
August 2005PoorSatisfactoryPoorPoor252230.9
July 2004PoorSatisfactoryPoorPoor259531.9
July 2003PoorSatisfactoryPoorPoor252131.9
July 2002PoorSatisfactoryPoorPoor250631.9
July 2001PoorSatisfactoryPoorPoor254631.9
July 2000PoorSatisfactoryPoorPoor565831.9
July 1999FairSatisfactoryFairFair565847.9
July 1998FairSatisfactoryFairFair550047.9
July 1997FairSatisfactoryFairFair550047.9
December 1996FairSatisfactoryFairFair560047.9
July 1995FairSatisfactoryFairFair560047.9
August 1994FairSatisfactoryFairFair550047.9
August 1993FairSatisfactoryFairFair565447.9
September 1992FairSatisfactoryFairFair628047.9
August 1991FairSatisfactoryFairFair628047.9