US-45 over IC (NOR) RAILROAD

Map

Coordinates:
+36.51278, -88.88444
36°30'46" N, 88°53'04" W

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

Name:	US-45 over IC (NOR) RAILROAD
Structure number:	038B00013N
Old structure number:	0380045B0013 `(from 1992 edition)`
Location:	OVER ILL CEN RR SWITCH-YD
Purpose:	Carries highway over highway
Route classification:	Major Collector (Rural) `[07]`
Length of largest span:	63.0 ft. `[19.2 m]`
Total length:	420.0 ft. `[128.0 m]`
Roadway width between curbs:	24.0 ft. `[7.3 m]`
Deck width edge-to-edge:	31.5 ft. `[9.6 m]`
Vertical clearance below bridge:	19.7 ft. `[6.0 m]`
Skew angle:	20°
Owner:	State Highway Agency `[01]`
Year built:	1937
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:	7
Main spans material:	Concrete `[1]`
Main spans design:	Tee beam `[04]`
Deck type:	Concrete Cast-in-Place `[1]`
Wearing surface:	Low slump Concrete `[4]`

Good/Fair/Poor Condition:	Fair
Status:	Open, no restriction `[A]`
Average daily traffic:	4,288 `[as of 2015]`
Truck traffic:	11% of total traffic
Deck condition:	Fair `[5 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:	Basically intolerable requiring high priority of replacement `[2]`
Underclearances appraisal:	Meets minimum tolerable limits to be left in place as is `[4]`
Roadway alignment appraisal:	Better than present minimum criteria `[7]`
Scour condition:	Bridge not over waterway. `[N]`
Sufficiency rating:	65.0
Recommended work:	Widening of existing bridge with deck rehabilitation or replacement. `[34]`
Estimated cost of work:	$1,753,000

Date	Condition	Deck	Superstructure	Substructure	ADT	Suff. Rating
January 2018	Fair	Fair	Fair	Fair	4288	65.0
January 2016	Fair	Fair	Fair	Fair	4622	64.9
January 2014	Fair	Fair	Fair	Fair	5315	64.6
January 2012	Fair	Satisfactory	Fair	Fair	6050	65.3
January 2010	Fair	Satisfactory	Fair	Fair	6250	66.2
January 2008	Fair	Satisfactory	Fair	Fair	6820	66.0
January 2006	Fair	Satisfactory	Fair	Fair	8561	65.2
January 2004	Fair	Fair	Fair	Fair	8598	63.1
January 2002	Fair	Fair	Fair	Fair	8598	63.0
January 2000	Fair	Fair	Fair	Fair	8598	63.0
January 1998	Fair	Fair	Fair	Fair	8598	63.0
January 1996	Fair	Fair	Fair	Fair	7179	63.5
January 1994	Fair	Fair	Fair	Fair	7179	63.5
January 1992	Fair	Satisfactory	Fair	Fair	7179	61.5

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.	2,520	0	1,890	630	0
Deck
Reinforced Concrete Top Flange	sq. ft.	13,227	6,613	5,291	1,323	0
Wearing Surfaces	sq. ft.	10,064	5,032	5,032	0	0
Substructure
Reinforced Concrete Column	each	18	0	12	6	0
Reinforced Concrete Pier Cap	linear ft.	312	0	78	234	0
Joints
Pourable Joint	linear ft.	189	0	63	31	95
Bridge Rail
Reinforced Concrete Bridge Rail	linear ft.	820	0	820	0	0