S MILL ST over TOWN CREEK

Map

Coordinates:
+32.30353, -90.19078
32°18'13" N, 90°11'27" W

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

Name:	S MILL ST over TOWN CREEK
Structure number:	SA2500000000105
Location:	SEC 3 T 5N R 1E
Purpose:	Carries highway over waterway
Route classification:	Other Principal Arterial (Urban) `[14]`
Length of largest span:	30.8 ft. `[9.4 m]`
Total length:	90.9 ft. `[27.7 m]`
Roadway width between curbs:	44.3 ft. `[13.5 m]`
Deck width edge-to-edge:	60.7 ft. `[18.5 m]`
Owner:	City or Municipal Highway Agency `[04]`
Year built:	1914
Historic significance:	Bridge is not eligible for the National Register of Historic Places `[5]`
Design load:	M 13.5 / H 15 `[2]`
Number of main spans:	3
Main spans material:	Concrete `[1]`
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:	Posted for load `[P]`
Average daily traffic:	5,500 `[as of 2013]`
Truck traffic:	8% of total traffic
Deck condition:	Poor `[4 out of 9]`
Superstructure condition:	Poor `[4 out of 9]`
Substructure condition:	Poor `[4 out of 9]`
Structural appraisal:	Basically intolerable requiring high priority of replacement `[2]`
Deck geometry appraisal:	Superior to present desirable criteria `[9]`
Water adequacy appraisal:	Equal to present desirable criteria `[8]`
Roadway alignment appraisal:	Equal to present desirable criteria `[8]`
Channel protection:	Bank is beginning to slump. River control devices and embankment protection have widespread minor damage. There is minor stream bed movement evident. Debris is restricting the channel slightly. `[6]`
Scour condition:	Bridge with "unknown" foundation that has not been evaluated for scour. `[U]`
Sufficiency rating:	36.1
Recommended work:	Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. `[31]`
Estimated cost of work:	$351,000

Date	Condition	Deck	Superstructure	Substructure	ADT	Suff. Rating
September 2017	Poor	Poor	Poor	Poor	5500	36.1
September 2016	Poor	Poor	Poor	Poor	5500	36.1
September 2015	Poor	Poor	Poor	Poor	5500	36.1
September 2014	Poor	Poor	Poor	Poor	5500	36.1
September 2013	Poor	Poor	Poor	Poor	5500	36.1
February 2013	Poor	Poor	Poor	Poor	5500	36.1
February 2012	Poor	Poor	Poor	Poor	5500	36.1
February 2011	Poor	Poor	Poor	Poor	5500	36.1
February 2010	Poor	Poor	Poor	Poor	5500	36.1
January 2009	Poor	Poor	Critical	Poor	5500	36.1
November 2007	Poor	Poor	Critical	Poor	5500	36.1
January 2007	Poor	Poor	Critical	Poor	5500	36.1
December 2005	Poor	Poor	Critical	Poor	5500	36.1
December 2004	Poor	Poor	Critical	Poor	5500	36.1
February 2004	Poor	Poor	Serious	Poor	5500	36.1
December 2001	Poor	Poor	Poor	Fair	5500	36.1
December 2000	Poor	Fair	Fair	Poor	9300	37.0
February 2000	Poor	Fair	Fair	Poor	9300	37.0
February 1999	Poor	Fair	Fair	Poor	9300	37.0
March 1998	Poor	Satisfactory	Satisfactory	Poor	9300	38.1
April 1996	Fair	Satisfactory	Satisfactory	Fair	9300	38.1

Source: National Bridge Elements dataset, 2018 edition. This feature is experimental.

Element	Units	Quantity	1-Good	2-Fair	3-Poor	4-Serious
Superstructure
Other Material Girder/Beam	linear ft.	1,260	447	300	513	0
Deck
Reinforced Concrete Deck	sq. ft.	5,458	4,422	860	176	0
Wearing Surfaces	sq. ft.	3,765	0	3,713	52	0
Substructure
Masonry Pier Wall	linear ft.	120	85	35	0	0
Masonry Abutment	linear ft.	120	85	35	0	0
Bridge Rail
Reinforced Concrete Bridge Rail	linear ft.	90	48	0	42	0