CRICKET HILL ROAD over MILFORD HAVEN

Map

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

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]`

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

Date	Condition	Deck	Superstructure	Substructure	ADT	Suff. Rating
July 2018	Fair	Satisfactory	Fair	Satisfactory	2360	46.1
July 2017	Fair	Satisfactory	Fair	Satisfactory	2360	46.1
July 2016	Fair	Satisfactory	Fair	Satisfactory	2360	46.1
July 2015	Fair	Satisfactory	Fair	Satisfactory	2360	46.1
July 2014	Fair	Satisfactory	Fair	Satisfactory	2215	45.6
July 2013	Fair	Satisfactory	Fair	Satisfactory	2215	39.5
July 2012	Fair	Good	Fair	Satisfactory	2215	39.5
July 2011	Fair	Good	Fair	Satisfactory	2215	39.5
July 2010	Fair	Good	Fair	Satisfactory	2215	46.9
September 2009	Fair	Good	Fair	Satisfactory	2215	46.9
July 2008	Fair	Good	Fair	Satisfactory	2178	46.9
October 2007	Fair	Good	Fair	Satisfactory	2602	46.9
July 2006	Poor	Satisfactory	Poor	Poor	2545	30.9
August 2005	Poor	Satisfactory	Poor	Poor	2522	30.9
July 2004	Poor	Satisfactory	Poor	Poor	2595	31.9
July 2003	Poor	Satisfactory	Poor	Poor	2521	31.9
July 2002	Poor	Satisfactory	Poor	Poor	2506	31.9
July 2001	Poor	Satisfactory	Poor	Poor	2546	31.9
July 2000	Poor	Satisfactory	Poor	Poor	5658	31.9
July 1999	Fair	Satisfactory	Fair	Fair	5658	47.9
July 1998	Fair	Satisfactory	Fair	Fair	5500	47.9
July 1997	Fair	Satisfactory	Fair	Fair	5500	47.9
December 1996	Fair	Satisfactory	Fair	Fair	5600	47.9
July 1995	Fair	Satisfactory	Fair	Fair	5600	47.9
August 1994	Fair	Satisfactory	Fair	Fair	5500	47.9
August 1993	Fair	Satisfactory	Fair	Fair	5654	47.9
September 1992	Fair	Satisfactory	Fair	Fair	6280	47.9
August 1991	Fair	Satisfactory	Fair	Fair	6280	47.9