national highway system - strahnet bridge inspection forms

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PLANS
Lower Missouri River Navigation ChartsU.S. Army Corps of Engineers Northwestern Division
FEB 2014Rulo, Nebraska to St. Louis, Missouri
U.S. ARMY CORPS OF ENGINEERS MISSOURI RIVER
FEB 2014 USCG AIDS TO NAVIGATION SHEET M
U.S. AIDS TO NAVIGATION SYSTEM
AS SEEN ENTERING FROM SEAWARD
on the Western River System
SPECIAL MARKS - MAY BE LETTERED
U.S. ARMY CORPS OF ENGINEERS NORTHWESTERN DIVISION
FEB 2014 SHEET NLEGEND
Public Land
Weston Daybeacon
Kickapoo Daybeacon
4' 0 0''
94° 54' 00''
Kickapoo US Army Corps of Engineers
Fort Bend US Army Corps of Engineers
C HA
RT N
O . 1
REVISED FEB 2014 SCALE : 1" = 2000' CHART NO. 19
River Mile 399.7 to 4071,000 0 1,000 2,000 3,000 Feet
Leavenworth Gauge
Fort Bend
Leavenworth Bend
Leavenworth Reach
Leavenworth Daybeacon
RT N
U.S. ARMY CORPS OF ENGINEERS NORTHWESTERN DIVISIONMISSOURI RIVER
REVISED FEB 2014 SCALE : 1" = 2000' 1,000 0 1,000 2,000 3,000 Feet
CHART NO. 20
FEB 2014 CHART NO. 20A
Leavenworth Highway Bridge
River Mile: 397.6 CLEARANCES: Horizontal, both channel span, 400.0 feet; vertical, 71.2 feet above zero on gage at Railway Bridge.
CRP Elevation: 748.578 CRP Clearance: 68.122
1
Leavenworth Bend
REVISED FEB 2014 SCALE : 1" = 2000' 1,000 0 1,000 2,000 3,000 Feet
CHART NO. 21
NN C
A R
2016 N
C -2
, 0 4
F E
B 2
01 6
to 0
3 M
A R
2 01
A R
2016 N
C -2
, 0 4
F E
B 2
01 6
to 0
3 M
A R
2 01
A R
2016 N
C -2
, 0 4
F E
B 2
01 6
to 0
3 M
A R
2 01
A R
2016 N
C -2
, 0 4
F E
B 2
01 6
to 0
3 M
A R
2 01
Williams Pipeline Terminal
Front Street
³±92
³±92
³±291
³±7
³±291
³±291
³±152
³±350
³±152
³±5
³±10
³±210
³±92
³±32
³±92
³±78
³±7
³±7
³±7
³±7
³±7
³±7
³±7
³±7
³±10
0 2.5 5
o
Airport
1 44.01District: Area: Route: Ref. Pt.: Serial No.: 0026County:3 0523Sub-Area: 92K
Kansas Bridge Inspection Form
7
6
5
N
5
6
Lanes Carried:
Posted (ton):
MISSOURI RIVER, MOPAC RR
Urban Other Princ
Skew: 0 °
Design Load:
Wide: Spans:2@ 420None3 - 2T TASMain Unit
Wide: Spans:1@ 105 107, 4@ , 1@14None4 - 2C SGSUnit
Wide: Spans:2@ 93None5 - 2C SGSUnit
APPRAISAL DATA:
Structural Evaluation
Deck Geometry
NB 7"24' 0"25'MISSOURI RIVER, MOPAC RR
Sufficiency Rating: 44.7 PO: FED ELIG:5704 SD/FO: FO ADT: 14,000 %Trucks: 4%Y
BRIDGE-LEVEL NOTES:
3/5/2008 (KA): Bridge jointly owned by MO and KS - KDOT inspects (MoDOT #K0941 - Leavenworth) 6/14/2006 Note: Units 1, 2, 4 and 5 have a thin bonded concrete overlay w/ a polymer overlay topping
PROJECT INFORMATION: YR BLT 1/1/1954 U-088-2(2) Micro/File: 269/68
DECK RSRFC 1/1/1980 92-52 K 1284-01 Micro/File: 633/224
PAINT 1/1/1994 92-52 K-5244-01
a03_bif_with_notes
Date Printed: 8/2/2013
MOST RECENT INSPECTION NOTES:
DECK: Unit 1: Minor scaling on edges, polymer peeling off...BTM: overhangs spalled w/ exp rebar SUPER: Unit 1: Rusting at hinge U1 to U2...isolated areas of rust on btm flanges...paint chalking....bearings rusting w/ pins starting to bust out SUB: Unit 1: Delams in some cols, spalls and cracks in abut, moderate spall w/ exp rebar at abut left side.
DECK: Unit 2: Polymer peeling, isolated spalls, joint at U3 is up about ½”...BTM: overhangs spalls w/ exp rebar SUPER: Unit 2: Minor rust in btm flanges of girders, see F/C report, paint chalking, moderate rushing btwn U2 and U3 SUB: Unit 2: P9 under const., other piers in good condition, Cols B at P4 and P5 patched.
DECK: Unit 3: Broken rail connections, T cracks up to 1 mm, joint at U4 up approx ¾”....BTM: spalls w/ exp rebar on overhangs. SUPER: Unit 3: Moderate rust on arch and verts. (See R/S report) SUB: Unit 3: Piercaps under const.
DECK: Unit 4: Top: Polymer overlay...no delams...BTM: spalls w/ exp rebar on overhangs....HL map cracks. SUPER: Unit 4: Packrust in built up btm flange of girders....rust in steel superstructure at hinges.....isolated fatigue cracks in non-critical members SUB: Unit 4: The piers are in good condition
DECK: Unit 5: TOP: Polymer overlay is in good condition....isolated delams...BTM: spalls w/ exp rebar on overhangs and HL map cracks, minor scaling SUPER: Unit 5: Packrust in built up btm flange of girders....rust in steel superstructure at hinges (minor section loss).....bearings are extended. SUB: Unit 5: P17, Col A has a minor spall....A2 is OK
CHANNEL: See U/W report.
No Median
PONTIS Element Description Env. Qty. Units Cond 1 Today Cond 2 Today Cond 3 Today Cond 4 Today Cond 5 Today
107 Paint Stl Opn Girder 2 (LF)632 0 _____ _____ _____ _____ _____500 124 8 0
113 Paint Stl Stringer 2 (LF)632 0 _____ _____ _____ _____ _____626 6 0 0
152 Paint Stl Floor Beam 2 (LF)345 0 _____ _____ _____ _____ _____330 15 0 0
311 Moveable Bearing 2 (EA)6 4 _____ _____ _____ _____ _____0 2 0 0
313 Fixed Bearing 2 (EA)2 2 _____ _____ _____ _____ _____0 0 0 0
357 Pack Rust Smart Flag 1 (EA)1 0 _____ _____ _____ _____ _____0 1 0 0
363 Section Loss SmFlag 1 (EA)1 0 _____ _____ _____ _____ _____1 0 0 0
18 P Conc Deck/Thin Ovl 3 (SF)8216 _____ _____ _____ _____ _____8,216 0 0 0 0
300 Strip Seal Exp Joint 3 (LF)26 _____ _____ _____ _____ _____26 0 0 0 0
304 Open Expansion Joint 3 (LF)26 _____ _____ _____ _____ _____26 0 0 0 0
321 R/Conc Approach Slab 3 (EA)1 _____ _____ _____ _____ _____1 0 0 0 0
333 Other Bridge Railing 3 (LF)632 _____ _____ _____ _____ _____600 32 0 0 0
359 Soffit Smart Flag 1 (EA)1 _____ _____ _____ _____ _____0 1 0 0 0
Railing: Concrete Curb/Wall/Alum
No flare Vert Clr: 18 ft. 7 in.
Deck Width: 33.1 ft. Thickness: 9.0 in.
Median Width:
Median:
1.00 % 5.00 %Avg Deck Deter Btm:
Last Painted: 1995 Steel: 2572.0 tons Type: Epoxy Polyurethane
4 Pnt belw drns/Ext grd Change to: ___________ Paint Condition:
Shelf/Steel Rockers Bearing Type: Steel Rocker/Bolster Hinge Type:
Crit. Notation: Fracture Critical,
Rating: 7
Rating: 6
Rating: 6
205 R/Conc Column 2 (EA)6 4 _____ 2 _____ 0 _____ 0 _____ _____0
215 R/Conc Abutment 3 (LF)26 11 _____ 10 _____ 5 _____ 0 _____ _____0
Berm Protection: Earth Berms
Abutment Type Far: on N/AN/A
Abutment Type Near: on Steel H-PileConc Stub On
Crit. Notation: None
No Median
107 Paint Stl Opn Girder 2 (LF)1092 0 _____ _____ _____ _____ _____1,080 12 0 0
113 Paint Stl Stringer 2 (LF)1092 0 _____ _____ _____ _____ _____1,082 10 0 0
313 Fixed Bearing 2 (EA)2 2 _____ _____ _____ _____ _____0 0 0 0
333 Other Bridge Railing 3 (LF)1092 _____ _____ _____ _____ _____1,000 92 0 0 0
Median Width:
Median:
Rating: 7
Rating: 6
Rating: 5
205 R/Conc Column 2 (EA)11 8 _____ 1 _____ 2 _____ 0 _____ _____0
234 R/Conc Cap 2 (LF)43 0 _____ 10 _____ 33 _____ 0 _____ _____0
Abutment Type Near: on N/AN/A
No Median
121 P/Stl Thru Truss/Bot 3 (LF)1680 0 _____ _____ _____ _____ _____1,170 210 300 0
141 Paint Stl Arch 2 (LF)1680 0 _____ _____ _____ _____ _____1,500 180 0 0
313 Fixed Bearing 2 (EA)2 2 _____ _____ _____ _____ _____0 0 0 0
22 P Conc Deck/Rigid Ov 3 (SF)21840 _____ _____ _____ _____ _____21,840 0 0 0 0
302 Compressn Joint Seal 3 (LF)104 _____ _____ _____ _____ _____104 0 0 0 0
358 Deck Cracking SmFlag 1 (EA)1 _____ _____ _____ _____ _____1 0 0 0 0
Railing: Steel Post & Beam
Median Width:
Median:
Rating: 7
Rating: 6
Rating: 5
205 R/Conc Column 2 (EA)2 0 _____ 0 _____ 2 _____ 0 _____ _____0
234 R/Conc Cap 2 (LF)86 0 _____ 53 _____ 27 _____ 6 _____ _____0
No Median
107 Paint Stl Opn Girder 2 (LF)1092 0 _____ _____ _____ _____ _____1,084 8 0 0
113 Paint Stl Stringer 2 (LF)1092 0 _____ _____ _____ _____ _____1,084 8 0 0
313 Fixed Bearing 2 (EA)2 2 _____ _____ _____ _____ _____0 0 0 0
333 Other Bridge Railing 3 (LF)1092 _____ _____ _____ _____ _____1,030 50 12 0 0
Median Width:
Median:
Rating: 7
Rating: 6
Rating: 7
205 R/Conc Column 2 (EA)10 10 _____ 0 _____ 0 _____ 0 _____ _____0
No Median
107 Paint Stl Opn Girder 2 (LF)372 0 _____ _____ _____ _____ _____362 10 0 0
313 Fixed Bearing 2 (EA)2 2 _____ _____ _____ _____ _____0 0 0 0
Median Width:
Median:
Rating: 7
Rating: 6
Rating: 7
205 R/Conc Column 2 (EA)2 2 _____ 0 _____ 0 _____ 0 _____ _____0
215 R/Conc Abutment 3 (LF)33 33 _____ 0 _____ 0 _____ 0 _____ _____0
Abutment Type Far: on Steel H-PileConc Stub On
Channel Protection Left : No Channel Channel Protection Right: No ChannelLevee Levee
____ APPROACH ROADWAY ALIGNMENT:
____ CHANNEL:
Right: YesLeft:
Guardrail: Steel plate W at Ends
10 1 Relief Slots _________ ___ ___ ___0 Signing: 3 4 4 3 Has ___ ___ ___ ___
Gas Line
CONDUIT FOR NAVAGATIONAL LIGHTS
4/25/2011
9/25/2010
Yes
1
Years
Years
4 4 4 4 4- - - - -2012 2011 2010 2009 2008
7 7 7 7 7- - - - -2012 2011 2010 2009 2008
7 7 7 8 8- - - - -2012 2011 2010 2009 2008
2013
MAINTENANCE HISTORY:
PROPOSED PROJECTS:
Level & seal approaches at A2. Spray ivy, cut trees under jump spans, attach btm C&Grd door in Arch 2-B
A List:
B List:
C List:
Paint candidate
________________________________________________________________________________________
Remove the collapsed drain pipe system over the parking area in units 1 and 2.
Approach Roadway Width Near: 26.0 ft. Far: 26.0 ft.
2,894.13MISC REPRS2013
Drift
2015Yes
a03_bif_with_notes
4,440.00CLEAN EXP JNTS2009
a03_bif_with_notes
Area: 3 Sub-Area: 3District: Ref. Pt: 44.01 Serial No: 0026County: 052 LEAVENWORTH
KANSAS BRIDGE INSPECTION FORM Page 1 of 10
Responsible: KDOT
City: Leavenworth
Orientation: ON
Posted(ton):
Design Load: 20
Rotation:
Number of Units: 5 Bridge Roadway: 26.0 ft. Flared: No Flare
ADJ Load Rate Inv:
20
26
32
39
32
38
42
48
48
53
Unit- 1 SSGC- 2 Wide: Spans: 1 @ 72, 2 @ 86, 1 @ 72
Main Unit- 3 STAT- 2 Wide: Spans: 2 @ 420
Unit- 5 SSGC- 2 Wide: Spans: 2 @ 93
9 Underclearances
3 Deck Geometry
ADT: 12000 % Trucks: 5
MISSOURI RIVER, MOPAC RR
NB
Deck
Super
Sub
Culvert
7
6
7
N
7
6
7
N
7
6
7
N
7
6
5
N
7
6
5
N
1954 U-088-2(2) Micro/File: 269 / 68CONSTRUCTION - Initial construction of structure
1980 92-52 K 1284-01 Micro/File: 633 / 224DECK RSRFC - Major deck resurfacing :major
1994 92-52 K-5244-01PAINT - Painting project :minor
2004 92-52 K-9140-01DECK RSRFC - Major deck resurfacing :major
2011 92-52 KA-1507-01RPLC EXP JT - Reset or replace expansion joints :minor
2011 92-52 KA-1507-01STR MOD - Structure modifications :minor
2011 92-52 KA-1507-01MAINTENANCE - General maintenance :minor
BRIDGE-LEVEL NOTES: 3/5/2008 (KA): Bridge jointly owned by MO and KS - KDOT inspects (MoDOT #K0941 - Leavenworth)
6/14/2006 Note: Units 1, 2, 4 and 5 have a thin bonded concrete overlay w/ a polymer overlay topping
Page 2 of 10
Railing: Steel Guardfence
TOP: Deterioration _2 %
12
300
304
321
333
510
95____
100____
100____
100____
95____
95____
4____
0____
0____
0____
5____
4____
1____
0____
0____
0____
0____
1____
0____
0____
0____
0____
0____
0____
Drainage Sys: Grates/Spouts & DI
9.0
2.5
In.
SUPER:
Bearing Type: Steel Rocker/Bolster Steel Protective Coating %'s
Paint Condition: 4 Pnt belw drns/Ext grd State 2
0____
Qty Qty 1 Qty 2 Qty 3 Qty 4Element Description
Steel Opn Girder/Beam
Abutment Type Far: 0 N/A
Pier Type: Column Bent
ON: Steel H-Pile
Element Description Qty Qty 1 Qty 2 Qty 3 Qty 4
6____
22____
0____
4____
0____
0____
0____
0____
205
215
Page 3 of 10
12
304
333
510
95____
100____
92____
95____
4____
0____
8____
4____
1____
0____
0____
1____
0____
0____
0____
0____
Drainage Sys: Grates/Spouts
9.0
2.5
In.
SUPER:
0____
ON: Steel H-Pile
11____
43____
0____
0____
0____
0____
0____
0____
205
234
Page 4 of 10
12
302
304
333
510
1130
95____
100____
100____
100____
95____
100____
4____
0____
0____
0____
4____
0____
2____
0____
0____
0____
2____
0____
0____
0____
0____
0____
0____
0____
9.0
2.0
In.
SUPER:
0____
Steel Stringer
Steel Tuss
Stl Arch
ON: Steel H-Pile
2____
86____
0____
0____
0____
0____
0____
0____
205
234
Page 5 of 10
Route: K 92 1
Page 6 of 10
12
304
333
510
95____
100____
92____
95____
4____
0____
8____
4____
1____
0____
0____
1____
0____
0____
0____
0____
Drainage Sys: Grates/Spouts
9.0
2.5
In.
SUPER:
0____
ON: Steel H-Pile
10____ 0____ 0____ 0____Re Conc Column 10 (ea)205
Page 7 of 10
12
333
510
98____
81____
98____
2____
19____
2____
0____
0____
0____
0____
0____
0____
9.0
2.5
In.
SUPER:
0____
Abutment Type Far: 10 Conc Stub On
ON: Steel H-Pile
ON: Steel H-Pile
2____
33____
0____
0____
0____
0____
0____
0____
205
215
Page 8 of 10
APPROACH ROADWAY ALIGNMENT:
Signing: 3 4 4 3 Has: ___ ___ ___ ___ Traf Safety Feats: 1 1 1 1 Has: ___ ___ ___ ___ Relief Slots _______
Appr Rdwy Width Near: 26.0 ft. Far: 26.0 ft.
Guardrail: Steel plate W at Ends End Treatment: ET-2000
Guardrail Approach: Left: Yes Right: Yes Guardrail Exit: Left: Yes Right: Yes
CHANNEL:
Channel Protection: Left: Levee Right: Levee
WATERWAY ADEQUACY: Drift
2015 - 7 2014 - 7 2013 - 7 2012 - 7 2011 - 7
Drainage:
ATTACHMENTS:
Gas Line
CONDUIT FOR NAVAGATIONAL LIGHTS
2015 - 4 2014 - 4 2013 - 4 2012 - 4 2011 - 4
2015 - 7 2014 - 7 2013 - 7 2012 - 7 2011 - 7
SPECIAL INSPECTIONS: Last Inspection Required Interval Next Inspection
Fracture Critical:
Routine Snooper:
4/17/2013 4/17/2015
Y 9/25/2015
RECOMMENDED MAINTENANCE: Level & seal approaches at A2. Spray ivy, cut trees under jump spans. Clean plugged drains. EWS 2 has been patched.
A List: Polymer OL Repair (if practical).X
B List: Paint candidateX
COMPLKA-1507-01 FY: 2011 (026)REHAB
Page 9 of 10
OTHER 4980.05
Page 10 of 10
Y S TE
S T .
S T .
2 N
G :\
K C 1 3 \ 0 2 0 0 \ R o a d \ k a 3 2 2 9 0 1 r ti - 0 1 .d
g n
a d o d r il l
+ +
STATE HIGHWAY
INDEX OF SHEETS
8
+50
Scale:1"=1500'
Note:
Proj. 92-52 KA-3229-01
K-92
ADVANCED PRELIMINARY
Signing Sheets
Proposed Utilities
MSE Wall Plan & Profile Sheets
Pier Details
Roadway Plan Sheets
Unit#3: 4@165' (PBMC)
Unit#2: 220'-420'-220' (WWCH)
Unit#1: [email protected]' (PBMC)
2 0 0 \R
o a d \k a 3 2 2 9 0 1 rt i- 0 2 .d
g n
8 /2
POWER POLE
CORNER OF EXISTING BRIDGE
EXISTING SQUARE CUT ON THE BRIDGE ABUTMENT AT THE NORTHWEST
ELEV: 832.54
BM 1 (PT. 1974), Sta. 17+67.26, 56.27 Rt.
CONCRETE CURB OVER THE EAST ABUTMENT OF THE BRIDGE
EXISTING VERTICAL CONTROL DISK SET IN EAST END OF THE SOUTH
ELEV: 804.15
TBM NGS X 341 1989, Sta. 42+19.20, 91.59 Rt.
MO HWY 92
POLE EAST OF THE EAST END OF BRIDGE ON THE SOUTH SIDE OF
SET R.R. SPIKE IN THE NORTH FACE OF A POWER POLE, 1ST
ELEV: 764.47
MO HWY 45 SPUR & MO HWY 92 SPLIT
SET SQUARE CUT ON THE CENTER ISLAND, WEST END AT THE
ELEV: 777.30
ELEV: 813.85'
CORNER 3RD AND CHEYENNE ST.
SQUARE CUT TOP OF CURB AT END RETURN SOUTHEAST
ELEV: 828.66'
(HORIZ. TIES)
4 2 .0
3 0 .4
E = 2188795.5990
N = 378289.2402
(HORIZ. TIES)
2 5 .0
E = 2190229.7850
N = 378614.8221
(HORIZ. TIES)
LIGHT POLE BASE
SOUTH FACE CONC.
LIGHT POLE BASE
E = 2185634.9260
N = 377930.2207
2
END OF CURB
BACK OF CURB
CONC. ISLAND
iv e r
Rout e 92
Vertical Datum:
Kansas State Plane Coordinates
Horizontal Project Datum
25201692-52 KA-3229-01
2 0 0 \R
o a d \k a 3 2 2 9 0 1 rt s -0
1 .d
g n
8 /2
Slope 2.0% Slope 2.0% Slope 1.5%Slope 1.5%Slope 1.5%
Ground Line 3:1
@ STA. 12+00.00
WEST OF BRIDGE
Ground Line
ì Route 92
ì Route 92
4'-0" 24'-0" 8'-0" 10'-0" 4'-0"8'-0" 24'-0" 4'-0"6'-0"
1' 1"
25201692-52 KA-3229-01
2 0 0 \R
o a d \k a 3 2 2 9 0 1 rt s -0
2 .d
g n
8 /2
6:1 6:1
Ground Line
Westbound Route 92 Eastbound Route 92
L.P.
8
2 0 0 \R
o a d \k a 3 2 2 9 0 1 rp
p -0
1 .d
g n
8 /2
2
7
PLAN AND PROFILE
P.I. Sta. 11+32.02 (Bk.) = P.I. Sta. 11+29.65 Ahd.
R = 2,230.00'
T = 261.24'
L = 520.12'
E = 15.25'
CURVE DATA
Super = NC
P.I. Sta. 15+86.59 (Bk.) = P.I. Sta. 15+85.59 Ahd.
R = 2,230.00'
T = 195.69'
L = 390.39'
E = 8.57'
Metropolitan Ave.
Retaining Wall
(non-participating)
Vert.
100'
0

8 9 20 1 2 3 4 25 6 7 8 9 30 1 2 3 4
KANSAS DEPARTMENT OF TRANSPORTATION
2 0 0 \R
o a d \k a 3 2 2 9 0 1 rp
p -0
2 .d
g n
8 /2
8
950
900
850
800
750
700
PLAN AND PROFILE
M is s o u ri R iv e r
Exist. Bridge to be Removed
Spaces
See Sheet 21
Vert.
100'
0
West Bank Line
C.B.
C.B.
C.B.
C.B.
C.B.
C.B.
C.B.
C.B.
C.B.
C.B.
C.B.
C.B.
C.B.
C.B.
C.B.
C.B.
C.B.
C.B.
C.B.
C.B.
C.B.
C.B.
C.B.
C.B.
C.B.
C.B.
G
G
4 35 6 7 8 9 40 1 2 3 4 45 6 7 8 9 50
2 0 0 \R
o a d \k a 3 2 2 9 0 1 rp
p -0
3 .d
g n
8 /2
7
2
50+00
PLAN AND PROFILE
Prop. R/W
Exist. R/W Exist. Bridge to be Removed Shared Use Path (by others)
Const. Limits
Const. Limits
Utility Easement
Utility Easement
Install CRP
Utility Easement
Lot Line
Lot Line
Lot Line
EB Route 92
Exist. R/W
Vert.
100'
0
050' 50' 5 0 '
F a rl e y - B e v e rl y L e v e e
D is tr ic t
East Bank Line
ì Farley Levee
Sta. 40+73.54
50 1 2 3 4 55 6 7 8 9
2 0 0 \R
o a d \k a 3 2 2 9 0 1 rp
p -0
4 .d
g n
8 /2
2
PLAN AND PROFILE
Vert.
100'
0
2 0 0 \R
o a d \k a 3 2 2 9 0 1 rp l- 0 1 .d
g n
8 /2
Utility EasementUtility Easement Utility EasementUtility Easement
Install 60" CMP
Existing 60" CMP
2 0 0 \R
o a d \k a 3 2 2 9 0 1 rp l- 0 2 .d
g n
8 /2
2 0 0 \R
o a d \k a 3 2 2 9 0 1 rp l- 0 3 .d
g n
8 /2
8 1 3 .9
6
6
6
1 V P
2 0 0 \R
o a d \k a 3 2 2 9 0 1 rp
p -0
5 .d
g n
8 /2
Prop. R/W
Existing Ground
Profile Grade
Cheyenne Street
Utility Easement
Access Rd to Toll Equipment
PLAN AND PROFILE
Vert.
100'
0
1
2
8 9 40 1 2 3 4 45 6 7 8 9 50 1 2 3
P O
2
1
2
6
0
0
0
3
4
8
0
5
0
2 0 0 \R
o a d \k a 3 2 2 9 0 1 rp
p -0
6 .d
g n
8 /2
Pedestrian Trail to Levee
750
760
770
780
790
800
750
760
770
780
790
800
5+00 0+0010+00 1+002+003+004+006+007+008+009+00
Profile Grade
Prop. R/W
Prop. R/W
Route 92
Exist. Bridge
Const. Limits
Const. Limits
Const. Limits
Exist. R/W
Exist. R/W
Utility Easement
Utility Easement
Utility Easement
Utility Easement
Install CRP
END CONSTRUCTION
Vert.
100'
0
4 '
D is tr ic t
L.P.
L.P.
7 8 ft
7 7 9 ft
8 0 ft
811 ft
812 ft
823 ft
824 ft
825 ft
825 ft
826 ft
826 ft
827 ft
827 ft
827 ft
828 ft
829 ft
2 0 0 \R
o a d \k a 3 2 2 9 0 1 rp l- 0 5 .d
g n
8 /2
dR sseccA tne mpiuqE
owners impacted by drainage improvements will be required during final
size and location of storm drainage facilities. Coordination with property
hydraulic calculations will be required during final design to determine
Concept drainage layout is shown for planning purposes only. Hydrologic and
L.P. L.P. L.P. L.P.L.P.
7 8 0 ft 7
8 0 ft
8 1 2 ft
8 1 3 ft
8 1 3 ft
816 ft
817 ft
817 ft
818 ft
818 ft
825 ft
826 ft
827 ft
828 ft
829 ft
W
W
W
W
W
W
850
840
830
820
810
800
790
780
770
760
750
740
730
720
710
700
17+00 18+00 19+00 20+00 21+00 22+00 23+00 24+00 25+00 26+00
ELEVATION
PLAN
165'-6" ì Brg. Abut. No. 1 to ì Pier No. 1 165'-6" ì Pier No. 1 to ì Pier No. 2 165'-6" ì Pier No. 2 to ì Pier No. 3 165'-6" ì Pier No. 3 to ì Pier No. 4 165'-6" ì Pier No. 4 to ì Pier No. 5
ì Pier No. 1 ì Pier No. 2 ì Pier No. 3 ì Pier No. 4 ì Pier No. 5
ì Pier No. 1 ì Pier No. 2 ì Pier No. 3 ì Pier No. 4 ì Pier No. 5ì Brg. Abut. No. 1
Ret. Wall
165'-6"
830'-0"
100-Year H.W.
Elev. 765.42
1 4 '-
4 6 '-
2352'-6" E.W.S. Abut. No. 1 to E.W.S. Abut. No. 2
ì Brg. Abut. No. 1
220'-0" ì Pier No. 5 to ì Pier No. 6
{ Exist. Route 92
3 6 '-
0 "
S h a r e d - U s e P a th
1 2 '-
e r
1 2 '-
e r
e r
e r
1 2 '-
d
n :
Leavenworth Co.
Unit 2 - Cont. Composite Welded Haunched Plate Girder Spans (WWCH)
860'-0"
Pile Bent Abutments, Column Bent Piers
Unit 3: 165'-0" - 165'-0" - 165'-0" - 165'-0" Prestressed Concrete Beam Spans (PBMC)
Unit 2: 220'-0" - 420'-0" - 220'-0" Cont. Composite Welded Haunched Plate Girder Spans (WWCH)
Unit 1: 165'-6" - 165'-6" - 165'-6" - 165'-6" - 165'-6" Prestressed Concrete Beam Spans (PBMC)
West Bank
Missouri River
Elev. 770.90
SurfaceAvg. Water-
7 6 3 ft
768 f t
C.B.
C.B.
C.B.
C.B.
C.B.
C.B.
6 7 8 9 30 1 2 3 4 35 6
850
840
830
820
810
800
790
780
770
760
750
740
730
720
710
700
27+00 28+00 29+00 30+00 31+00 32+00 33+00 34+00 35+00 36+00
690
680
670
660
650
220'-0" ì Pier No. 7 to ì Pier No. 8
ì Pier No. 7
PLAN
ELEVATION
420'-0" ì Pier No. 6 to ì Pier No. 7165'-6" ì Pier No. 5 to ì Pier No. 6
420'-0"220'-0"165'-6" 220'-0"
ì Pier No. 5 ì Pier No. 6 ì Pier No. 7 ì Pier No. 8
Elev. 774.60
100-Year H.W.
Elev. 765.42
860'-0"
Navig. Light (Typ.)
ì Pier No. 5
220'-0" ì Pier No. 5 to ì Pier No. 6 165'-0" ì Pier No. 8 to ì Pier No. 9
Drilled Shaft (Typ.)
(400'-0" Min. Horz. Navigational Clear. Required)
409'-6" Horz. Navigational Clear. between Pier No. 6 and Pier No. 7
Missouri River
3 6 '-
0 "
1 2 '-
e r
1 2 '-
e r
e r
e r
1 2 '-
d
n :
Leavenworth Co.
CAL
TK
CAL
TK
TK
Profile Grade is
AND PROFILE GRADE
PROPOSED { RTE 92
to be Removed
Unit 2 - Cont. Composite Welded Haunched Plate Girder Spans (WWCH)
860'-0"
West Bank
Missouri River
East Bank
Missouri River
NGS X 341 BM
L.P.
7 6 2 ft
763 ft
7 6 4 ft
7 6 5 ft
7 6 5 ft
7 6 5 ft
768 f t
794 ft
795 ft
8 0 1 ft
8 0 2 ft
35 6 7 8 9 40 1 2 3
37+00 38+00 39+00 40+00 41+00 42+00 43+0035+00
850
840
830
820
810
800
790
780
770
760
750
740
730
720
710
700
690
680
670
660
650
ELEVATION
ì Pier No. 10 ì Pier No. 11 ì Brg. Abut. No. 2
165'-0"165'-0"165'-0"
662'-6"
E.W.S Abut. No. 2
2 0 '-
{ Farley Levee
ì Pier No. 11 ì Brg. Abut. No. 2ì Pier No. 10ì Pier No. 9ì Pier No. 8
220'-0"
{ Pier No. 7
165'-0" { Pier No. 8 to { Pier No. 9 165'-0" { Pier No. 9 to { Pier No. 10 165'-0" { Pier No. 11 to { Brg. Abut. No. 2
Ret. Wall
d
n :
3 6 '-
3 6 '-
0 "
e r
1 2 '-
e r
e r
e r
1 2 '-
L a n e
1 '-
3 "
2 '-
1 "
1 '-
3 "
1 '-
1 "
Leavenworth Co.
36'-0" EB Roadway, 36'-0" WB Roadway, 10'-0" Shared-Use Path
East Bank
Missouri River
Elev. 770.90
Avg. Water-Surface
35'-0"
Curb (32")
d
n :
34'-0" á
(Looking East)
and { Exist. Bridge
Leavenworth Co.
d
n :
may be utilized instead of Pile Cap and Steel Piles.
Pile Cap and Steel Piles shown, Drilled Shaft*
Br. No. 92-52-108.48 (026) Sta. 29+87.94
Leavenworth Co.
Proj. 92-52 KA-3229-01 OF
d
n : $
20 25
TK CAL
Leavenworth Co.
8
+ 3 0 .3
2 P .I .
2 0 0 \R
o a d \k a 3 2 2 9 0 1 rp
p -0
7 .d
g n
8 /2
M.H.
M.H.
M.H.
M.H.
M.H.
M.H.
M.H.
M.H.
M.H.
M.H.
M.H.
M.H.
C.B.
C.B.
L.P.
L.P.
ð
ð
ð
ð
ð
21
10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00 STA. 12+50 TO STA. 19+61.85
West MSE Wall
PLAN AND PROFILE
Exist Bridge
Route 92
2 n d S tr e e t
Exist. R/W
Const. Limits
Const. Limits
Exist. R/W
Exist. R/W
Exist. R/W
Sta. 12+50.00 ê MSE Wall =
Begin MSE Wall
2,185,626.58 E
377,599.43 N
2,185,588.10 E
377,590.52 N
End MSE Wall
5
Vert.
100'
0
0
1
2
35 6 7 8 9 40 1 2 3 4 45 6 7 8 9 50
+ 3 3 .0
0
2 0 0 \R
o a d \k a 3 2 2 9 0 1 rp
p -0
8 .d
g n
8 /2
Prop. R/W
East MSE Wall
PLAN AND PROFILE
Const. Limits
EB Route 92
Sta. 0+00 ê MSE Wall =
Begin MSE Wall
2,187,979.63 E
378,145.29 N
End MSE Wall
0
Vert.
100'
0
4 '
D is tr ic t
L.P.
L.P.
L.P.
8
POT +00.00 0
2 0 0 \R
o a d \k a 3 2 2 9 0 1 rp
p -0
9 .d
g n
8 /2
0+00 1+00 2+00 3+00 4+00
Retaining Wall
Retaining Wall
Exist. R/W
Cheyenne Street
Top of Wall
SIDEROAD RETAINING WALL
PLAN AND PROFILE
2
g
g
Vert.
100'
0
2 0 0 \R
o a d \k a 3 2 2 9 0 1 rp l- 0 4 .d
g n
8 /2
Proposed Utilities
4 th S t
S h e rm
n C
K T
A G
P A
n C
K T
A G
P A
G E IN K A
N S A S
K C 1 3 \0
2 0 0 \T ra ff ic \k a 3 2 2 9 0 1 p p l- 0 1 .d
g n
3 /2
C it
00152N34
00152R16
00152R34
00152VDA
Rte 92 Centennial Bridge Study APE Plan Set April 2016
ka322901rti-02
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92-52_KA-3229-01_BridgePlans_160412.pdf
Rte 92 Centennial Bridge Study APE Plan Set August 2016.pdf
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Rte 92 Centennial Bridge Study APE Plan Set April 2016.pdf
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92-52_KA-3229-01_BridgePlans_160412.pdf

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