RTE 24 over WILLS STRAIT (ATL OCEAN)

Map

Coordinates:
+43.74943, -69.98850
43°44'58" N, 69°59'19" W

Source: National Bridge Inventory. Information not verified; use at your own risk.

Name:	RTE 24 over WILLS STRAIT (ATL OCEAN)
Structure number:	2033
Location:	24 OVER WILLS STRAIT
Purpose:	Carries highway and pedestrian walkway over waterway
Route classification:	Major Collector (Rural) `[07]`
Length of largest span:	52.2 ft. `[15.9 m]`
Total length:	1167.1 ft. `[355.7 m]`
Roadway width between curbs:	18.0 ft. `[5.5 m]`
Deck width edge-to-edge:	27.9 ft. `[8.5 m]`
Vertical clearance below bridge:	9.8 ft. `[3.0 m]`
Skew angle:	15°
Owner:	State Highway Agency `[01]`
Year built:	1926
Year reconstructed:	2010
Historic significance:	Bridge is on the National Register of Historic Places `[1]`
Design load:	MS 18 / HS 20 `[5]`
Main span material:	Concrete `[1]`
Main span design:	Tee beam `[04]`
Deck type:	Concrete Precast Panels `[2]`
Wearing surface:	Bituminous `[6]`

Good/Fair/Poor Condition:	Fair
Status:	Open, no restriction `[A]`
Average daily traffic:	2,038 `[as of 2016]`
Truck traffic:	5% of total traffic
Deck condition:	Very Good `[8 out of 9]`
Superstructure condition:	Very Good `[8 out of 9]`
Substructure condition:	Satisfactory `[6 out of 9]`
Structural appraisal:	Meets minimum tolerable limits to be left in place as is `[4]`
Deck geometry appraisal:	Basically intolerable requiring high priority of replacement `[2]`
Water adequacy appraisal:	Equal to present desirable criteria `[8]`
Roadway alignment appraisal:	Equal to present minimum criteria `[6]`
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:	Navigation protection not required `[1]`
Scour condition:	Bridge foundations determined to be stable for the assessed or calculated scour condition. `[8]`
Sufficiency rating:	44.9

Date	Condition	Deck	Superstructure	Substructure	ADT	Suff. Rating
November 2017	Fair	Very Good	Very Good	Satisfactory	2038	44.9
May 2016	Fair	Very Good	Very Good	Satisfactory	1957	44.9
December 2014	Fair	Very Good	Very Good	Satisfactory	1843	49.2
February 2013	Fair	Very Good	Very Good	Satisfactory	1784	49.2
January 2011	Fair	Very Good	Very Good	Satisfactory	1820	49.2
December 2008	Poor	Serious	Poor	Serious	1868	2.0
February 2008	Poor	Serious	Poor	Serious	1900	2.0
January 2007	Poor	Serious	Poor	Serious	2032	2.0
February 2006	Poor	Serious	Poor	Serious	2000	2.0
January 2005	Poor	Serious	Poor	Poor	1972	17.9
January 2004	Poor	Serious	Poor	Poor	2140	17.9
July 2002	Poor	Serious	Poor	Poor	2131	17.9
September 2001	Poor	Serious	Poor	Poor	2110	17.9
July 2000	Poor	Serious	Serious	Poor	2532	2.0
November 1999	Poor	Serious	Serious	Poor	2465	2.0
October 1998	Poor	Serious	Serious	Fair	2266	2.0
December 1997	Poor	Serious	Poor	Fair	2209	16.9
April 1996	Poor	Poor	Poor	Serious	2170	2.0
February 1996	Poor	Poor	Poor	Fair	2516	15.9
August 1993	Poor	Poor	Poor	Fair	2420	15.9
June 1991	Poor	Poor	Poor	Fair	2690	23.9

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.

Element	Units	Quantity	1-Good	2-Fair	3-Poor	4-Serious
Deck
Reinforced Concrete Deck	sq. ft.	1,596	1,596	0	0	0
Substructure
Masonry Pier Wall	linear ft.	3,927	2,019	1,908	0	0
Masonry Abutment	linear ft.	42	21	21	0	0
Bridge Rail
Timber Bridge Rail	linear ft.	3,501	3,496	5	0	0
Deck
Reinforced Concrete Slab	sq. ft.	23,269	23,269	0	0	0