FAU 5155 over SHADY GROVE RD / I-240

Map

Coordinates:
+35.12331, -89.86814
35°07'24" N, 89°52'05" W

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

Name:	FAU 5155 over SHADY GROVE RD / I-240
Structure number:	79I02400115
Location:	SHADY GROVE RD
Purpose:	Carries highway and pedestrian walkway over highway
Route classification:	Minor Arterial (Urban) `[16]`
Length of largest span:	65.9 ft. `[20.1 m]`
Total length:	245.1 ft. `[74.7 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:	13.1 ft. `[4.0 m]`
Skew angle:	4°
Owner:	State Highway Agency `[01]`
Year built:	1963
Historic significance:	Historical significance is not determinable at this time `[4]`
Design load:	MS 18 / HS 20 `[5]`
Number of main spans:	4
Main spans material:	Prestressed concrete `[5]`
Main spans design:	Stringer/Multi-beam or girder `[02]`
Deck type:	Concrete Cast-in-Place `[1]`
Wearing surface:	Bituminous `[6]`

Good/Fair/Poor Condition:	Poor
Status:	Open, no restriction `[A]`
Average daily traffic:	6,450 `[as of 2019]`
Truck traffic:	3% of total traffic
Deck condition:	Satisfactory `[6 out of 9]`
Superstructure condition:	Poor `[4 out of 9]`
Substructure condition:	Fair `[5 out of 9]`
Structural appraisal:	Meets minimum tolerable limits to be left in place as is `[4]`
Deck geometry appraisal:	Meets minimum tolerable limits to be left in place as is `[4]`
Underclearances appraisal:	Meets minimum tolerable limits to be left in place as is `[4]`
Roadway alignment appraisal:	Equal to present desirable criteria `[8]`
Scour condition:	Bridge not over waterway. `[N]`
Sufficiency rating:	43.5
Recommended work:	Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. `[31]`
Estimated cost of work:	$4,489,000

Date	Condition	Deck	Superstructure	Substructure	ADT	Suff. Rating
December 2018	Poor	Satisfactory	Poor	Fair	6450	43.5
January 2017	Poor	Satisfactory	Poor	Fair	6450	43.5
February 2015	Poor	Satisfactory	Poor	Fair	6450	43.5
February 2013	Poor	Poor	Poor	Fair	6450	39.6
March 2011	Poor	Poor	Poor	Fair	6450	39.6
May 2009	Poor	Poor	Fair	Fair	6450	56.1
July 2007	Fair	Satisfactory	Fair	Fair	6450	59.5
August 2005	Fair	Satisfactory	Good	Good	7590	70.7
August 2003	Fair	Satisfactory	Good	Good	6290	71.9
September 2001	Fair	Satisfactory	Good	Good	7230	71.0
February 2000	Fair	Satisfactory	Good	Good	6360	71.9
June 1998	Fair	Satisfactory	Satisfactory	Satisfactory	5640	70.4
September 1995	Fair	Satisfactory	Satisfactory	Satisfactory	5640	70.4
August 1993	Fair	Satisfactory	Fair	Satisfactory	6940	56.7
November 1991	Poor	Fair	Poor	Satisfactory	500	58.3

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

Element	Units	Quantity	1-Good	2-Fair	3-Poor	4-Serious
Superstructure
Prestressed Concrete Girder/Beam	linear ft.	1,470	1,452	3	15	0
Deck
Reinforced Concrete Deck	sq. ft.	9,806	9,726	77	3	0
Wearing Surfaces	sq. ft.	9,806	9,806	0	0	0
Substructure
Reinforced Concrete Column	each	6	2	4	0	0
Reinforced Concrete Abutment	linear ft.	80	80	0	0	0
Reinforced Concrete Pier Cap	linear ft.	121	111	6	4	0
Joints
Pourable Joint	linear ft.	200	180	0	20	0
Bearings
Elastomeric Bearing	each	54	54	0	0	0
Bridge Rail
Steel or Aluminum Bridge Rail	linear ft.	490	490	0	0	0