RI 24 - W APP 250 over HUMMOCKS AV

Map

Coordinates:
+41.63817, -71.22123
41°38'17" N, 71°13'16" W

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

Name:	RI 24 - W APP 250 over HUMMOCKS AV
Structure number:	000000000001210
Location:	1.0 Mi N of JCT RI 114
Purpose:	Carries highway and pedestrian walkway over highway
Route classification:	Principal Arterial - Other Freeways or Expressways (Urban) `[12]`
Length of largest span:	62.0 ft. `[18.9 m]`
Total length:	69.9 ft. `[21.3 m]`
Roadway width between curbs:	80.1 ft. `[24.4 m]`
Deck width edge-to-edge:	89.9 ft. `[27.4 m]`
Vertical clearance below bridge:	13.1 ft. `[4.0 m]`
Skew angle:	50°
Owner:	State Toll Authority `[31]`
Year built:	1956
Year reconstructed:	1989
Historic significance:	Bridge is not eligible for the National Register of Historic Places `[5]`
Design load:	MS 18 / HS 20 `[5]`
Main span material:	Concrete `[1]`
Main span design:	Frame `[07]`
Deck type:	Concrete Cast-in-Place `[1]`
Wearing surface:	Bituminous `[6]`

Good/Fair/Poor Condition:	Fair
Status:	Open, no restriction `[A]`
Average daily traffic:	40,834 `[as of 2015]`
Truck traffic:	1% 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:	Somewhat better than minimum adequacy to tolerate being left in place as is `[5]`
Deck geometry appraisal:	Equal to present minimum criteria `[6]`
Underclearances appraisal:	Basically intolerable requiring high priority of corrrective action `[3]`
Roadway alignment appraisal:	Equal to present desirable criteria `[8]`
Scour condition:	Bridge not over waterway. `[N]`
Sufficiency rating:	71.5
Recommended work:	Bridge rehabilitation because of general structure deterioration or inadequate strength. `[35]`
Estimated cost of work:	$2,338,000

Date	Condition	Deck	Superstructure	Substructure	ADT	Suff. Rating
April 2017	Fair	Satisfactory	Satisfactory	Satisfactory	40834	71.5
April 2015	Fair	Satisfactory	Satisfactory	Satisfactory	40834	73.5
April 2013	Fair	-	Satisfactory	Fair	38100	63.5
May 2011	Fair	-	Satisfactory	Fair	38100	62.9
May 2009	Fair	-	Satisfactory	Fair	38100	62.9
May 2007	Fair	Satisfactory	Satisfactory	Fair	38100	63.7
October 2004	Fair	Satisfactory	Satisfactory	Fair	10400	63.7
January 2003	Fair	Satisfactory	Satisfactory	Fair	10400	63.7
January 2001	Fair	Satisfactory	Satisfactory	Satisfactory	10400	74.7
October 1998	Fair	Satisfactory	Satisfactory	Satisfactory	10400	74.7
September 1996	Fair	Satisfactory	Satisfactory	Satisfactory	26000	84.9
September 1994	Fair	Good	Good	Satisfactory	26000	85.5
September 1992	Fair	Good	Good	Satisfactory	20000	70.8
August 1990	Good	Very Good	Good	Good	20000	70.8

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

Element	Units	Quantity	1-Good	2-Fair	3-Poor	4-Serious
Substructure
Reinforced Concrete Abutment	linear ft.	280	230	49	1	0
Concrete Protective Coating	sq. ft.	3,360	3,360	0	0	0
Bridge Rail
Reinforced Concrete Bridge Rail	linear ft.	145	145	0	0	0
Other Material Bridge Rail	linear ft.	178	172	6	0	0