VAN ZANDT AV over NEWPORT SEC RR

Map

Coordinates:
+41.49865, -71.31806
41°29'55" N, 71°19'05" W

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

Name:	VAN ZANDT AV over NEWPORT SEC RR
Structure number:	000000000002870
Location:	0.1 Mi W of Farewell St
Purpose:	Carries highway and pedestrian walkway over railroad
Route classification:	Collector (Urban) `[17]`
Length of largest span:	34.1 ft. `[10.4 m]`
Total length:	86.9 ft. `[26.5 m]`
Roadway width between curbs:	27.9 ft. `[8.5 m]`
Deck width edge-to-edge:	40.0 ft. `[12.2 m]`
Vertical clearance below bridge:	16.4 ft. `[5.0 m]`
Owner:	City or Municipal Highway Agency `[04]`
Year built:	1919
Year reconstructed:	1932
Historic significance:	Bridge is eligible for the National Register of Historic Places `[2]`
Design load:	MS 18 / HS 20 `[5]`
Number of main spans:	3
Main spans material:	Concrete continuous `[2]`
Main spans design:	Tee beam `[04]`
Deck type:	Concrete Cast-in-Place `[1]`
Wearing surface:	Bituminous `[6]`

Good/Fair/Poor Condition:	Fair
Status:	Open, no restriction `[A]`
Average daily traffic:	3,030 `[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:	Fair `[5 out of 9]`
Structural appraisal:	Somewhat better than minimum adequacy to tolerate being left in place as is `[5]`
Deck geometry appraisal:	Meets minimum tolerable limits to be left in place as is `[4]`
Underclearances appraisal:	Basically intolerable requiring high priority of corrrective action `[3]`
Roadway alignment appraisal:	Equal to present minimum criteria `[6]`
Scour condition:	Bridge not over waterway. `[N]`
Sufficiency rating:	64.1
Recommended work:	Bridge rehabilitation because of general structure deterioration or inadequate strength. `[35]`
Estimated cost of work:	$3,171,000

Date	Condition	Deck	Superstructure	Substructure	ADT	Suff. Rating
November 2017	Fair	Satisfactory	Fair	Fair	3030	64.1
December 2015	Fair	Satisfactory	Satisfactory	Fair	3030	64.1
December 2013	Fair	Satisfactory	Satisfactory	Fair	2900	64.1
December 2011	Poor	Good	Good	Poor	2900	43.1
January 2010	Poor	Fair	Fair	Poor	2900	41.7
January 2008	Poor	Fair	Fair	Poor	2900	47.2
December 2005	Poor	Fair	Fair	Poor	3189	48.1
April 2003	Poor	Fair	Fair	Poor	3189	49.0
June 2001	Fair	Fair	Fair	Fair	3189	63.2
March 1999	Poor	Fair	Fair	Poor	3000	49.0
March 1997	Poor	Fair	Fair	Poor	3600	49.9
March 1995	Poor	Fair	Fair	Poor	3600	48.1
April 1993	Poor	Fair	Fair	Poor	3600	48.1
September 1991	Fair	Fair	Fair	Fair	3000	63.7

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

Element	Units	Quantity	1-Good	2-Fair	3-Poor	4-Serious
Superstructure
Reinforced Concrete Girder/Beam	linear ft.	683	253	180	250	0
Deck
Reinforced Concrete Top Flange	sq. ft.	3,414	904	1,010	1,500	0
Wearing Surfaces	sq. ft.	2,436	2,434	0	2	0
Substructure
Reinforced Concrete Column	each	16	8	8	0	0
Reinforced Concrete Pier Wall	linear ft.	80	80	0	0	0
Masonry Abutment	linear ft.	80	50	30	0	0
Joints
Pourable Joint	linear ft.	56	0	56	0	0
Bridge Rail
Reinforced Concrete Bridge Rail	linear ft.	171	149	20	2	0