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SR295 Lillian Hwy over US90 SR10A

Escambia County, Florida

Map

Coordinates:
+30.43090, -87.27269
30°25'51" N, 87°16'22" W

Facts

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

Name:	SR295 Lillian Hwy over US90 SR10A
Structure number:	480138
Location:	SR295 SB over US90 SR10A
Purpose:	Carries highway overpass over highway
Route classification:	Other Principal Arterial (Urban) `[14]`
Length of largest span:	92.9 ft. `[28.3 m]`
Total length:	186.0 ft. `[56.7 m]`
Roadway width between curbs:	47.9 ft. `[14.6 m]`
Deck width edge-to-edge:	49.9 ft. `[15.2 m]`
Vertical clearance below bridge:	13.1 ft. `[4.0 m]`
Skew angle:	4°
Owner:	State Highway Agency `[01]`
Year built:	1973
Historic significance:	Bridge is not eligible for the National Register of Historic Places `[5]`
Design load:	MS 18 / HS 20 `[5]`
Number of main spans:	2
Main spans material:	Prestressed concrete `[5]`
Main spans design:	Stringer/Multi-beam or girder `[02]`
Deck type:	Concrete Cast-in-Place `[1]`

Latest Available Inspection: February 2018

Good/Fair/Poor Condition:	Good
Status:	Open, no restriction `[A]`
Average daily traffic:	13,750 `[as of 2017]`
Truck traffic:	4% of total traffic
Deck condition:	Good `[7 out of 9]`
Superstructure condition:	Good `[7 out of 9]`
Substructure condition:	Good `[7 out of 9]`
Structural appraisal:	Equal to present minimum criteria `[6]`
Deck geometry appraisal:	Superior to present desirable criteria `[9]`
Underclearances appraisal:	Somewhat better than minimum adequacy to tolerate being left in place as is `[5]`
Roadway alignment appraisal:	Equal to present desirable criteria `[8]`
Scour condition:	Bridge not over waterway. `[N]`
Sufficiency rating:	91.6

Previous Inspections

Date	Condition	Deck	Superstructure	Substructure	ADT	Suff. Rating
February 2018	Good	Good	Good	Good	13750	91.6
March 2016	Good	Good	Good	Good	13250	97.7
April 2014	Good	Good	Good	Good	12250	95.8
May 2012	Good	Good	Good	Good	8200	96.2
June 2010	Good	Good	Good	Good	12000	95.9
July 2008	Good	Good	Good	Good	8750	96.2
August 2006	Good	Good	Good	Good	11250	95.9
November 2004	Good	Good	Good	Good	14000	94.7
December 2002	Good	Good	Good	Good	9450	91.9
January 2001	Good	Good	Good	Good	10200	91.6
March 1999	Good	Good	Good	Good	9850	89.7
March 1997	Good	Good	Good	Good	11000	93.9
March 1995	Good	Good	Good	Good	27500	94.9
March 1993	Good	Good	Good	Good	19277	95.5
April 1991	Good	Good	Good	Good	8078	96.4

Element Data

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.	1,302	1,302	0	0	0
Deck
Reinforced Concrete Deck	sq. ft.	9,300	3,876	5,424	0	0
Substructure
Reinforced Concrete Abutment	linear ft.	100	100	0	0	0
Reinforced Concrete Pile	each	3	3	0	0	0
Reinforced Concrete Pier Cap	linear ft.	50	50	0	0	0
Joints
Pourable Joint	linear ft.	101	57	44	0	0
Bearings
Elastomeric Bearing	each	28	28	0	0	0
Bridge Rail
Reinforced Concrete Bridge Rail	linear ft.	372	316	56	0	0

© Copyright 2012-20, James Baughn
Disclaimer: All data is taken from the National Bridge Inventory and has not been verified.
This page's URL is http://bridgereports.com/1082577