LA0001 over KCS RR/JONES ST

Map

Coordinates:
+32.50592, -93.73770
32°30'21" N, 93°44'16" W

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

Name:	LA0001 over KCS RR/JONES ST
Structure number:	040900530908341
Location:	2.6 MI NORTH OF LA 3032
Purpose:	Carries highway over highway and railroad
Route classification:	Other Principal Arterial (Urban) `[14]`
Length of largest span:	80.1 ft. `[24.4 m]`
Total length:	1899.0 ft. `[578.8 m]`
Roadway width between curbs:	28.2 ft. `[8.6 m]`
Deck width edge-to-edge:	31.5 ft. `[9.6 m]`
Vertical clearance below bridge:	13.1 ft. `[4.0 m]`
Skew angle:	99°
Owner:	State Highway Agency `[01]`
Year built:	1954
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:	25
Main spans material:	Steel `[3]`
Main spans design:	Stringer/Multi-beam or girder `[02]`
Deck type:	Concrete Cast-in-Place `[1]`

Good/Fair/Poor Condition:	Poor
Status:	Posted for load `[P]`
Average daily traffic:	12,850 `[as of 2016]`
Truck traffic:	8% of total traffic
Deck condition:	Fair `[5 out of 9]`
Superstructure condition:	Fair `[5 out of 9]`
Substructure condition:	Poor `[4 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 corrrective action `[3]`
Underclearances appraisal:	Basically intolerable requiring high priority of replacement `[2]`
Roadway alignment appraisal:	Equal to present desirable criteria `[8]`
Scour condition:	Bridge not over waterway. `[N]`
Sufficiency rating:	31.1
Recommended work:	Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. `[31]`
Estimated cost of work:	$7,405,000

Date	Condition	Deck	Superstructure	Substructure	ADT	Suff. Rating
February 2018	Poor	Fair	Fair	Poor	12850	31.1
February 2017	Poor	Fair	Fair	Poor	15720	35.6
February 2016	Poor	Poor	Poor	Poor	15720	32.8
February 2015	Poor	Poor	Poor	Poor	18600	31.8
February 2014	Poor	Poor	Poor	Poor	18720	31.8
February 2013	Poor	Poor	Poor	Poor	20040	31.3
February 2012	Poor	Poor	Poor	Satisfactory	24180	29.9
February 2011	Poor	Poor	Poor	Satisfactory	24960	29.6
February 2010	Poor	Poor	Poor	Satisfactory	27720	28.7
February 2009	Poor	Poor	Poor	Satisfactory	31680	27.3
February 2008	Poor	Poor	Poor	Satisfactory	31320	27.5
February 2007	Poor	Poor	Poor	Good	31680	27.3
March 2006	Poor	Poor	Poor	Good	31380	27.4
February 2005	Poor	Poor	Poor	Good	30660	27.7
February 2004	Poor	Poor	Poor	Good	30060	27.9
February 2003	Poor	Poor	Poor	Good	35460	19.1
February 2001	Poor	Poor	Poor	Good	27070	20.6
May 1999	Poor	Poor	Poor	Good	27070	20.6
April 1998	Poor	Poor	Poor	Good	27070	20.6
February 1997	Poor	Poor	Poor	Good	27341	20.5
January 1995	Poor	Poor	Poor	Good	20208	25.2
January 1994	Poor	Poor	Poor	Good	19810	25.3
February 1993	Poor	Poor	Poor	Good	20269	25.2
February 1992	Poor	Poor	Poor	Good	20269	25.2

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

Element	Units	Quantity	1-Good	2-Fair	3-Poor	4-Serious
Superstructure
Steel Girder/Beam	linear ft.	6,688	5,912	576	200	0
Steel Protective Coating	sq. ft.	15,800	0	15,224	576	0
Deck
Reinforced Concrete Deck	sq. ft.	54,087	0	53,927	160	0
Substructure
Reinforced Concrete Column	each	50	47	2	1	0
Reinforced Concrete Abutment	linear ft.	81	42	39	0	0
Reinforced Concrete Pile	each	55	22	30	3	0
Reinforced Concrete Pier Cap	linear ft.	1,185	1,078	92	15	0
Joints
Pourable Joint	linear ft.	382	118	264	0	0
Compression Joint	linear ft.	30	0	0	30	0
Assembly without Seal Joint	linear ft.	635	635	0	0	0
Bearings
Movable Bearing	each	100	0	100	0	0
Steel Protective Coating	sq. ft.	233	0	233	0	0
Fixed Bearing	each	100	0	100	0	0
Steel Protective Coating	sq. ft.	233	0	233	0	0
Bridge Rail
Reinforced Concrete Bridge Rail	linear ft.	3,798	0	3,798	0	0
Deck
Reinforced Concrete Slab	sq. ft.	17,160	0	17,160	0	0