bridge and structures officelewis & clark bridge no. 433/1. bridge rehab design: wsdot....
TRANSCRIPT
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LEWIS & CLARK BRIDGE NO. 433/1
Washington State Department of Transportation Bridge and Structures Office
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LEWIS & CLARK BRIDGE NO. 433/1
BRIDGE REHAB DESIGN: WSDOT
CONTRACTOR/PRECASTER: MAX. J KUNEY
LIFTING OPERATIONS: MAMMOET INC.
ADT ON BRIDGE: 20,000
TRAFFIC CONSTRAINTS: 120 - 8 hr night closures
(9:30 pm – 5:30 am)
200 - single lane closures
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RETROFIT ROCKER BEARINGS AT PEDESTAL C-D.
REPLACE FINGER JOINT AT L27'
RETROFIT ROCKER BEARINGS AT PIER 5. RETROFIT ROCKERBEARINGS AT PIER 7.
1506'-9" -- WASHINGTON APPROACH
926'-8½" -- OREGON DECK TRUSSREPLACE (30 PANELS)
REPLACE STRIP SEAL AT L0
PIE
R 1
STA
. 30+
34.0
0
PIE
R 2
STA
. 37+
94.0
0
PIE
R 3
STA
. 49+
94.0
0
PIE
R 4
STA
. 57+
53.4
2
PIE
R 5
STA
. 60+
90.5
8
PIE
R 6
STA
. 64+
27.7
5
¢ B
EN
T N
O. 1
STA
. 13+
19.0
BK
. OF
PA
VT.
SE
AT
STA
. 13+
16.7
5
BK
. OF
PA
VT.
SE
AT
STA
. 67+
94.5
4¢
PIE
R 9
STA
. 67+
92.2
9
76'-0"
ELEVATION
MODIFY ABUTMENT & REPLACE BEARINGS
WASHINGTON DECK TRUSS (6 PANELS)
168'-3"2719'-5"
REPLACE FINGER JOINT AT PIER 5
REPLACE FINGER JOINT AT BENT C-D.
28'-0"
* 40' TOWER SPAN (1 PANEL)
ELEVATION
TO LONGVIEW, WASHINGTON
TO RAINIER, OREGON
SR 433
Total Length of Bridge - 5476 ftThru Truss - 2720 ft - 65 precast panelsWA approach Deck Truss - 168 ft - 7 precast panelsOregon approach Deck Truss - 955 ft - 31 precast panels
TOTAL 103
Panel were 36ft wide and varied in length from 25ft to 45ft46 - Partial width panels were 3ft wide and varying in lengths from 58ft to 70ft in the WA approach.
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MAIN SPAN TRUSS EXISTING ROADWAY DECK
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MAIN SPAN TRUSS NEW ROADWAY DECK
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MAIN SPAN ROADWAY DECK REPLACEMENT
13'-6" 13'-6"
40'-0"
12'-0" 12'-0" 5'-1"SH.
5'-1"SH.
36'-0" 2'-0"
LANE LANE
¢ TRUSS ¢ TRUSS
¢ TRUSS¢ TRUSS
THRIEBEAMRAILING
3'-3" 3'-3" 3'-3"
¢ BRIDGE
¢ BRIDGE
1¼" MMC OVERLAY
SECTION - NEW DECK INSTALLED
SECTION - EXISTING DECK
Floorbeam flanges had a 25% loss in section
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DECK PANEL PLAN VIEW
B
PICK POINT (TYP.)
½"
36'
-0"
25'-0
"
½"
¢ FLOORBEAM¢ FLOORBEAM
44'-11"
TRA
NS
V. S
TRIN
GE
R W
27 x
94
(TY
P.)
LONGIT. STRINGER W36 x 182 (TYP.)
PLAN
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3'-0" 2'-0"
SECTION B
17'-1"
3'-0"(TYP.)
(TYP
.)
5'-6"(TYP.)
2" 9"
11½"
10"
¢ STRINGER
0.02'/FT.7"0.02'/FT.
1¼"
MM
CO
VE
RLA
Y
SYMM. ABOUT ¢ BRIDGE
¢ STRINGER
7"
TYPICAL DECK PANEL SECTION
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NEW C15 X 33.9
NEW W 33 X 201
NEW BEAM SEAT
CONSTRUCTION J OINT¢ EXIST ING FLOOR BEAM ¢ EXIST ING FLOOR BEAM
OLD STRINGER TO FLOORBEAM CONNECTIONS
1"
MODIFIED CONNECTIONTYPICAL MAIN SPAN FLOORBEAM
TIE PLATES
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A1 B1 C1 C1 C1 C1 D1
OUTSIDE FACE OF NORTHWEB CL BENT CD
OUTSIDE FACE OF SOUTHWEB CL BENT AB
FLOO
RBEA
M 2
FLOO
RBEA
M 1
FLOO
RBEA
M
1A
FLOO
RBEA
M 1
FLOO
RBEA
M 2
DECK PANEL LAYOUT
CL FLOORBEAM AT PIER 1
26'-8" 4 SPA. @ 28'-1" = 112'-4"
U1 U1U2 U2U3 L0
29'-2"38'-9"
37'-6¾"
CL BENT CD
WASHINGTON APPROACH
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40'-1½"
40'-1½"
¢ PIER 2
¢ PIER 3 PIER 4
PIER 1¢ PIER 2
¢ PIER 3
C
L18 L19 L20 L21 L22 L23 L24 L25 L26 L27 L28 L29 L30 L31 L32 ¢ SPAN
L0 L1 L2 L3 L4 L5 L6 L7 L8 L9 L10 L11 L12 L13 L14 L15 L16 L17 L18
¢ SPAN
L18' L17' L16' L15' L14' L13' L12' L11' L10' L9' L8' L7' L6' L5' L4' L3' L2' L1' L0'
L32' L31' L30' L29' L28' L27' L26' L25' L24' L23' L22' L21' L20' L19' L18'
A B C C C C
4 @ 45' 4 @ 40' 5 @ 40' 20'
8 @ 45'-0 5/8" 10 @ 40'
5 @ 40'20' 4 @ 40' 4 @ 45'
B B B B D D DE E E
P FG G
D O
BC C C H C C C CB B
Q D D D D C C C C
C C C C C F P
IM M M
I I IJ K L L
I I I I N
10 @ 40' 8 @ 45'-0 5/8"
DECK PANEL LAYOUT
MAIN SPAN
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B2 B2 B2 B2B2B2
A2 B2 B2 B2 B2B2B2
DECK PANEL LAYOUT
F2 D2C2 G2
H2 I2 M2
22'-5½" 2 SPA. @21'-3/8"=42'-7/8"
21'-0¼"28'-7/8" 4 SPA. @ 28'-1" = 112'-4" 28'-7/8"
U0 U1 U2 U1 U2 U1U0 U1 U2 U3 UO
U0 U1 U2 U3 U4 U5 U4 U3 U2 U1 U0
9 SPA. @ 33'-6 5/8" = 301'-11 5/8" 31'-3½"
¢ PIER 5 ¢ PIER 6
¢ PIER 6 ¢ PIER 6A¢ PIER 7
I2 J2 K2 L2 L2 L2 L2
¢ W24 x 76 BEAM
26'-9¼"
N2
E2C2 D2
L0 U1 U2 U3 U4 U5 U4 U3 U2 U1 U0
35'-9¾" 8 SPA. @ 33'-6 5/8" = 268'-5" 37'-10¼"
¢ PIER 4 ¢ PIER 5
FLOO
RBEA
M 5
FLOO
RBEA
M 2
FLOO
RBEA
M 6
FLOO
RBEA
M 1
A
FLOO
RBEA
M 4
FLOO
RBEA
M 6
FLOO
RBEA
M 7
FLOO
RBEA
M 2
FLOO
RBEA
M 2
FLOO
RBEA
M 1
FLOO
RBEA
M 1
FLOO
RBEA
M 5
FLOO
RBEA
M 3
FLOO
RBEA
M 1
FLOO
RBEA
M 1
FLOO
RBEA
M 7
FLOO
RBEA
M 7
FLOO
RBEA
M 8
FLOO
RBEA
M 1
FLOO
RBEA
M 3
FLOO
RBEA
M 7
FLOO
RBEA
M 2
FLOO
RBEA
M 4
FLOO
RBEA
M 7
FLOO
RBEA
M 7
FLOO
RBEA
M 1
FLOO
RBEA
M 8
FLOO
RBEA
M 1
FLOO
RBEA
M 3
FLOO
RBEA
M 5
FLOO
RBEA
M 7
FLOO
RBEA
M 1
OREGON APPROACH
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DECK PANEL CONSTRUCTION
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Material Quantity (per cyd)
Portland Cement 600 lb.
Fly Ash 80 lb.
Fine Aggregate 1158 lb.
Coarse Aggregate (utilite) 1114 lb.
Total Water 270 lb.
Air Entrainment (Daravair) 3.2 oz.
Water Reducer (WRDA 64) 34 oz.
H20/Cement Ratio 0.40
Slump 4 +/- 1”
Unit weight 119 pcf
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TRANSPORT VEHICLE
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video
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RETROFIT ROCKER BEARINGS AT PEDESTAL C-D.
REPLACE FINGER JOINT AT L27'
RETROFIT ROCKER BEARINGS AT PIER 5. RETROFIT ROCKERBEARINGS AT PIER 7.
1506'-9" -- WASHINGTON APPROACH
926'-8½" -- OREGON DECK TRUSSREPLACE (30 PANELS)
REPLACE STRIP SEAL AT L0
PIE
R 1
STA
. 30+
34.0
0
PIE
R 2
STA
. 37+
94.0
0
PIE
R 3
STA
. 49+
94.0
0
PIE
R 4
STA
. 57+
53.4
2
PIE
R 5
STA
. 60+
90.5
8
PIE
R 6
STA
. 64+
27.7
5
¢ B
EN
T N
O. 1
STA
. 13+
19.0
BK
. OF
PA
VT.
SE
AT
STA
. 13+
16.7
5
BK
. OF
PA
VT.
SE
AT
STA
. 67+
94.5
4¢
PIE
R 9
STA
. 67+
92.2
9
76'-0"
ELEVATION
MODIFY ABUTMENT & REPLACE BEARINGS
WASHINGTON DECK TRUSS (6 PANELS)
168'-3"2719'-5"
REPLACE FINGER JOINT AT PIER 5
REPLACE FINGER JOINT AT BENT C-D.
28'-0"
* 40' TOWER SPAN (1 PANEL)
ELEVATION
TO LONGVIEW, WASHINGTON
TO RAINIER, OREGON
SR 433
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WASHINGTON APPROACH
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WASHINGTON APPROACH EXISTING ROADWAY DECK
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WASHINGTON APPROACH WIDENING
TYPICAL SECTION -- EXISTING CROSS FRAMES AT TOWERS
TYPICAL SECTION -- MODIFIED CROSS FRAMES AT TOWERS
11"
2'-10" 14'-3" 14'-3" 2'-10"
1.23%
¢ BRIDGE
1.23%
1'-6"5'-7½"5'-7½"3'-7" W36 X 230 (TYP.)
11"
TOP OF OVERLAY
13'-6"13'-6"
3'-5"
1'-6"5'-7½"5'-7½"
1'-2½"
1.23%
¢ BRIDGE
6½"
1.23%
9"
EXISTING36WF X 230
GROUTEDCLOSURESTRIP
MATCH EXISTINGSLOPE
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WASHINGTON APPROACH X-BEAM EXTENSION
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WASHINGTON APPROACH WIDENING FINAL STAGE