69 HWY (18TH ST) over KS RIV, RR, LEVEE RDS

Map

Coordinates:
+39.07694, -94.64972
39°04'37" N, 94°38'59" W

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

Name:	69 HWY (18TH ST) over KS RIV, RR, LEVEE RDS
Structure number:	999906901051361
Location:	2.05 MILES N I-35
Purpose:	Carries highway over highway, waterway, and railroad
Route classification:	Principal Arterial - Other Freeways or Expressways (Urban) `[12]`
Length of largest span:	424.2 ft. `[129.3 m]`
Total length:	2227.1 ft. `[678.8 m]`
Roadway width between curbs:	56.1 ft. `[17.1 m]`
Deck width edge-to-edge:	65.3 ft. `[19.9 m]`
Vertical clearance below bridge:	39.4 ft. `[12.0 m]`
Skew angle:	45°
Owner:	State Highway Agency `[01]`
Year built:	1959
Year reconstructed:	1989
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:	3
Main spans material:	Steel continuous `[4]`
Main spans design:	Truss - Deck `[09]`
Deck type:	Concrete Cast-in-Place `[1]`
Wearing surface:	Epoxy Overlay `[5]`

Good/Fair/Poor Condition:	Poor
Status:	Posted for load `[P]`
Average daily traffic:	30,400 `[as of 2017]`
Truck traffic:	4% of total traffic
Deck condition:	Good `[7 out of 9]`
Superstructure condition:	Poor `[4 out of 9]`
Substructure condition:	Satisfactory `[6 out of 9]`
Structural appraisal:	Meets minimum tolerable limits to be left in place as is `[4]`
Deck geometry appraisal:	Meets minimum tolerable limits to be left in place as is `[4]`
Underclearances appraisal:	Somewhat better than minimum adequacy to tolerate being left in place as is `[5]`
Water adequacy appraisal:	Better than present minimum criteria `[7]`
Roadway alignment appraisal:	Equal to present minimum criteria `[6]`
Channel protection:	Bank protection is in need of minor repairs. River control devices and embankment protection have a little minor damage. Banks and/or channel have minor amounts of drift. `[7]`
Scour condition:	Bridge foundations determined to be stable for the assessed or calculated scour condition. `[8]`
Sufficiency rating:	46.4
Recommended work:	Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. `[31]`
Estimated cost of work:	$12,677,000

Date	Condition	Deck	Superstructure	Substructure	ADT	Suff. Rating
August 2018	Poor	Good	Poor	Satisfactory	30400	46.4
June 2017	Poor	Good	Poor	Satisfactory	30900	46.3
June 2016	Poor	Good	Poor	Satisfactory	29900	47.7
June 2015	Poor	Good	Poor	Satisfactory	29900	47.7
May 2014	Poor	Good	Poor	Good	29900	47.0
August 2013	Poor	Good	Poor	Good	29700	47.1
July 2012	Poor	Good	Poor	Good	28400	47.3
November 2011	Poor	Good	Poor	Good	25500	47.4
July 2010	Poor	Good	Poor	Good	25500	47.4
November 2009	Poor	Good	Poor	Good	26000	47.3
July 2008	Poor	Good	Poor	Satisfactory	31900	46.0
September 2007	Poor	Good	Poor	Satisfactory	32500	57.6
August 2006	Fair	Good	Fair	Satisfactory	30200	72.9
June 2005	Fair	Good	Fair	Satisfactory	34000	72.4
September 2004	Fair	Good	Fair	Satisfactory	38200	71.9
June 2003	Fair	Good	Fair	Satisfactory	34000	72.5
June 2002	Fair	Good	Fair	Satisfactory	29400	70.9
September 2001	Fair	Good	Fair	Satisfactory	33270	70.4
September 2000	Fair	Good	Fair	Satisfactory	36760	70.0
December 1999	Fair	Good	Fair	Satisfactory	36760	70.0
October 1998	Fair	Good	Fair	Satisfactory	35690	75.6
September 1997	Fair	Good	Fair	Satisfactory	34650	73.8
October 1996	Fair	Good	Fair	Satisfactory	34000	73.8
May 1995	Fair	Good	Fair	Satisfactory	23720	73.4
August 1994	Fair	Good	Fair	Satisfactory	23110	76.8
August 1992	Fair	Good	Satisfactory	Satisfactory	15880	87.7
July 1990	Fair	Very Good	Good	Satisfactory	8400	88.3

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.	4,512	4,380	112	20	0
Steel Protective Coating	sq. ft.	21,506	18,710	1,936	645	215
Steel Stringer	linear ft.	13,176	13,146	30	0	0
Deck
Reinforced Concrete Deck	sq. ft.	123,816	122,578	1,238	0	0
Wearing Surfaces	sq. ft.	123,816	122,578	1,238	0	0
Superstructure
Steel Truss	linear ft.	3,255	1,050	1,000	1,000	205
Steel Protective Coating	sq. ft.	3,255	1,627	326	651	651
Steel Floor Beam	linear ft.	5,607	5,417	110	80	0
Substructure
Reinforced Concrete Column	each	32	27	3	2	0
Reinforced Concrete Pier Wall	linear ft.	182	167	5	10	0
Reinforced Concrete Abutment	linear ft.	112	82	25	5	0
Reinforced Concrete Pier Cap	linear ft.	182	169	12	1	0
Joints
Strip Seal Joint	linear ft.	112	111	1	0	0
Assembly without Seal Joint	linear ft.	158	158	0	0	0
Bearings
Movable Bearing	each	21	17	0	4	0
Fixed Bearing	each	39	39	0	0	0
Bridge Rail
Reinforced Concrete Bridge Rail	linear ft.	7,761	7,529	212	20	0