IS 64 E over IS 44, CST TUCKER BLVD,,

Map

Coordinates:
+38.61918, -90.18677
38°37'09" N, 90°11'12" W

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

Name:	IS 64 E over IS 44, CST TUCKER BLVD,,
Structure number:	1245
Location:	S 23 T 45 N R 7 E
Purpose:	Carries highway over highway and railroad
Route classification:	Principal Arterial - Interstate (Urban) `[11]`
Length of largest span:	248.0 ft. `[75.6 m]`
Total length:	7847.5 ft. `[2391.8 m]`
Roadway width between curbs:	22.0 ft. `[6.7 m]`
Deck width edge-to-edge:	33.8 ft. `[10.3 m]`
Vertical clearance above deck:	14.8 ft. `[4.5 m]`
Vertical clearance below bridge:	14.4 ft. `[4.4 m]`
Skew angle:	6°
Owner:	State Highway Agency `[01]`
Year built:	1964
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:	6
Main spans material:	Steel continuous `[4]`
Main spans design:	Girder and floorbeam system `[03]`
Deck type:	Concrete Cast-in-Place `[1]`
Wearing surface:	Latex Concrete or similar additive `[3]`

Good/Fair/Poor Condition:	Poor
Status:	Posted for load `[P]`
Average daily traffic:	47,180 `[as of 2016]`
Truck traffic:	12% of total traffic
Deck condition:	Poor `[4 out of 9]`
Superstructure condition:	Fair `[5 out of 9]`
Substructure condition:	Satisfactory `[6 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:	Basically intolerable requiring high priority of replacement `[2]`
Roadway alignment appraisal:	Equal to present desirable criteria `[8]`
Scour condition:	Bridge not over waterway. `[N]`
Operating rating:	42.6 tons `[38.7 metric tons]`
Inventory rating:	25.7 tons `[23.4 metric tons]`
Sufficiency rating:	37.2
Recommended work:	Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. `[31]`
Estimated cost of work:	$55,044,000

Date	Suff. Rating	Condition	Deck	Superstructure	Substructure	SD/FO	ADT
June 2016	37.2	Poor	Poor	Fair	Satisfactory	SD	47180
June 2014	41.2	Fair	Fair	Fair	Satisfactory	FO	45039
July 2012	41.2	Fair	Fair	Fair	Satisfactory	FO	45593
August 2011	2.0	Poor	Fair	Poor	Satisfactory	SD	45593
August 2010	2.0	Poor	Fair	Poor	Satisfactory	SD	46054
August 2009	24.8	Fair	Fair	Satisfactory	Satisfactory	SD	46519
July 2007	24.8	Fair	Fair	Satisfactory	Satisfactory	SD	45873
August 2006	24.8	Fair	Fair	Satisfactory	Satisfactory	SD	45873
July 2005	24.8	Poor	Poor	Satisfactory	Satisfactory	SD	45827
November 2004	24.8	Poor	Poor	Satisfactory	Satisfactory	SD	45463
August 2003	26.8	Fair	Fair	Satisfactory	Satisfactory	SD	45418
October 2001	24.8	Fair	Fair	Satisfactory	Satisfactory	SD	44573