16_Emergency_Repairs_-_W_set.pdf
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- Arlington Memorial Bridge Federal contract opportunity
- Solicitation number
- DTFH71-17-R-00006
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W01
-J a n -2
:1
P
M M
P R
O J E
C T
S g w m p (4
B r id g e M ic r o s ta ti o n B r id g e
D e s ig n
F il e s E m e r g e n c y
R e p a ir s P
R O J E
C T
S .d g n
NOT
FOR
CO
NST
RUCTI
ON
PRE
LIM
INARY
PROJECT TEAM LEADER
of
DATESCALECHECKED BYDRAWN BYDESIGNED BYREVISIONSNO. DATE BY REVISIONS NO. DATE BY
George Choubah
U.S. DEPARTMENT OF TRANSPORTATION
FEDERAL HIGHWAY ADMINISTRATION
EASTERN FEDERAL LANDS HIGHWAY DIVISION
GEORGE WASHINGTON MEMORIAL PARKWAY
BRP NO.
ARLINGTON MEMORIAL BRIDGE
NPS
NO.NO.
PMIS STATE PROJECT
NUMBER
SHEET
DC 000
000000
XXXXXX
BRIDGE PLAN SHEET
BRP-1160
Structure Number 3300-016P
4 January 2017
EMERGENCY REPAIRS
NP-GWMP 11(4),11(7)
A C
T U
A L F I L E G
N
D G
N -J a n -2
:1
P
M M
P R
O J E
C T
S g w m p (4
B r id g e M ic r o s ta ti o n B r id g e
D e s ig n
F il e s E m e r g e n c y
R e p a ir s P
R O J E
C T
S .d g n
NO. DATE BY REVISIONS NO. DATE BY REVISIONS
GENERAL NOTES AND INDEX
LW
Structural Steel:
Utilities:
GENERAL NOTES
CL Bascule span
West Leaf East Leaf
BASCULE SPAN KEY
Reinforcing Steel:
Miscellaneous:
Verify locations of utilities in field prior to any work.
Verify all dimensions and locations in the field prior to ordering materials.
(East abutment)
Abutment 2
(West abutment)
Abutment 3
Furnish Paint System 1.
Paint all structural steel #26420 from the Federal 595B Colors.
to ASTM A490.
Provide high-strength anchor, nuts, and washers comforming
Galvanize all bolts and nuts in accordance with ASTM A153.
Furnish welds conforming to AASHTO/AWS D1.5 Bridge Welding Code.
unless otherwise noted on the plans.
with fasteners conforming to AASHTO M 164, Type 1 (ASTM A325)
All field connections are slip critical, friction type, Class A, made the longitudinal Charpy V-Notch test specified in Section 555.
Provide main load carrying beam members that meet
(ASTM A709, Grade 50) unless otherwise noted on the plans.
Furnish structural steel conforming to AASHTO M 270, Grade 50
Provide 2-in cover for reinforcing steel unless otherwise noted.
Lap splices 32 bar diameters unless otherwise shown.
epoxy-coated.
Furnish reinforcing steel conforming to AASHTO M 31, Grade 60, f'c = 5,000 psi at 3 days
Grout f'c = 4,500 psi at 28 days
Class HES
All dimensions are nominal.
Provide pressure treated Douglas Fir No. 1 or No. 2.
Timber:
Material:
HS20 Loading
Live Loads:
Design Loads:
Design: AASHTO LRFD Bridge Design Specifications, Seventh Edition, 2014 and Bridges on Federal Highway Projects, FP-14.
Construction: Standard Specifications for Construction of Roads
Specifications:
HCLW
and conduits that contain cables.
in close proximity to exposed cables existing under the bridge
Provide protection and exercise extreme caution when working
INDEX OF BRIDGE PLAN SHEETS
SHEET TITTLESHEET NO.
Full Depth Concrete Deck Repairs - Pier 6 and Arch 910
Full Depth Concrete Deck Repairs - Arch 8 9
Full Depth Concrete Deck Repairs - Arch 7 8
Full Depth Concrete Deck Repairs - Arch 4 7
Full Depth Concrete Deck Repairs - Pier 1 and Arch 2 6
Channel Side Abutment 1 and Arch 1
Full Depth Concrete Deck Repairs - 5
Gusset Plate Replacement 4
East Leaf Upper Framing Plan 3
West Leaf Upper Framing Plan 2
General Notes and Index 1
FOR INFORMATION ONLY
W02
-J a n -2
:1
P
M M
P R
O J E
C T
S g w m p (4
B r id g e M ic r o s ta ti o n B r id g e
D e s ig n
F il e s E m e r g e n c y
R e p a ir s P
R O J E
C T
S .d g n
NOT
FOR
CO
NST
RUCTI
ON
PRE
ARLINGTON MEMORIAL BRIDGE
NPS
NO.NO.
PMIS STATE PROJECT
NUMBER
SHEET
DC 000
000000
XXXXXX
BRIDGE PLAN SHEET
BRP-1160
Structure Number 3300-016P
4 January 2017
EMERGENCY REPAIRS
NP-GWMP 11(4),11(7)
To Virginia
N
10 8 6 4 2 0
TrunnionCL
CLBascule span
CL
Fascia truss
Fascia truss
Curb stringer
BASCULE SPAN WEST LEAF UPPER FRAMING PLAN
18'-8" 18'-8" 18'-8" 18'-8" 18'-4"
(Typ.)
Sidewalk stringers
To Washington, DC
CL
(Typ.)
Floor beams
WEST LEAF UPPER FRAMING PLAN
-J a n -2
:1
P
M
LW LW
M
P R
O J E
C T
S g w m p (4
B r id g e M ic r o s ta ti o n B r id g e
D e s ig n
F il e s E m e r g e n c y
R e p a ir s P
R O J E
C T
S .d g n
A C
T U
A L F I L E W
E S
T L
E A
F U
P P
E R F
R A
M I N
G P
L A
N .D
G N
ColumnsCL
11'-11"
StructureCL
Curb stringer
(Typ.)
Roadway stringer
CL
CLTrunnion (See Note 9)
North bascule truss
South bascule truss
(See Notes 1 and 2) prevent water intrusion
Remove debris and seal to
(See Note 1 and 2) to prevent water intrusion
Remove debris and seal
(See Note 4) abutment pooling in
Remove water
(See Note 3)
Repair curb stringer
No Scale
(See Note 5) stringer
Repair curb
(See Note 5) stringer
Repair curb
HC
Repair curb stringers in the fixed portion.5.
Remove contaminated water pooling behind the machinery room.4.
Repair curb stringer between panel points 8 & 10. 3.
to prevent water intrusion.
Seal around the trunnion posts and along the curbs of the bascule span2.
plans for locations of all truss members.
and their gusset plates according to Subsection 203.04A. See as-built
Remove debris on bascule span members including all truss members 1.
Notes:
NPS
NO.NO.
PMIS STATE PROJECT
NUMBER
SHEET
DC 000
000000
XXXXXX NP-GWMP 11(4),11(7)
PROJECT TEAM LEADERSCALECHECKED BYDRAWN BYDESIGNED BY
DATE
U.S. DEPARTMENT OF TRANSPORTATION
ARLINGTON MEMORIAL BRIDGE
BRIDGE PLAN SHEET
BRP-1160
Structure Number 3300-016P
4 January 2017
EMERGENCY REPAIRS
NOT
FOR
CO
NST
RUCTI
ON
PRE
LIM
INARY
ARLINGTON MEMORIAL BRIDGE
W03
-J a n -2
:1
P
M M
P R
O J E
C T
S g w m p (4
B r id g e M ic r o s ta ti o n B r id g e
D e s ig n
F il e s E m e r g e n c y
R e p a ir s P
R O J E
C T
S .d g n
NOT
FOR
CO
NST
RUCTI
ON
PRE
ARLINGTON MEMORIAL BRIDGE
NPS
NO.NO.
PMIS STATE PROJECT
NUMBER
SHEET
DC 000
000000
XXXXXX
BRIDGE PLAN SHEET
BRP-1160
Structure Number 3300-016P
4 January 2017
EMERGENCY REPAIRS
NP-GWMP 11(4),11(7)
To Virginia
N
BASCULE SPAN EAST LEAF UPPER FRAMING PLAN
To Washington, DC
EAST LEAF UPPER FRAMING PLAN
-J a n -2
:1
P
M
AF/CV LW LW
M
P R
O J E
C T
S g w m p (4
B r id g e M ic r o s ta ti o n B r id g e
D e s ig n
F il e s E m e r g e n c y
R e p a ir s P
R O J E
C T
S .d g n
CL
18'-8"18'-8"18'-8"18'-8"18'-4"
86 10420
CL
Fascia truss
CL
(Typ.)
Floor beams
Curb stringer
CL
(Typ.)
Sidewalk stringers
Fascia truss
A C
T U
A L F I L E E
A S
T L
E A
F U
P P
E R F
R A
M I N
G P
L A
N .D
G N
CL
CL Columns11'-11"
(Typ.)
Roadway stringer
Curb stringer
Bacule span
CL
Structure truss bascule
North
Trunnion truss bascule
South
(See Note 1 and 2) to prevent water intrusion
Remove debris and seal
(See Notes 1 and 2) prevent water intrusion
Remove debris and seal to
(See Note 3)
Repair curb stringers
(See Note 4)
Repair curb stringer
No Scale
(See Note 4)
Repair curb stringer
Repair curb stringers in the fixed portion.4.
points 2 & 4.
Repair curb stringer between panel points 0 & 2 and between panel3.
to prevent water intrusion.
Seal around the trunnion posts and along the curbs of the bascule span2.
plans for locations of all truss members.
and their gusset plates according to Subsection 203.04A. See as-built
Remove debris on bascule span members including all truss members 1.
Notes:
NPS
NO.NO.
PMIS STATE PROJECT
NUMBER
SHEET
DC 000
000000
XXXXXX NP-GWMP 11(4),11(7)
U.S. DEPARTMENT OF TRANSPORTATION
ARLINGTON MEMORIAL BRIDGE
BRIDGE PLAN SHEET
BRP-1160
Structure Number 3300-016P
4 January 2017
EMERGENCY REPAIRS
NOT
FOR
CO
NST
RUCTI
ON
PRE
LIM
INARY
W04
-J a n -2
:1
P
M M
P R
O J E
C T
S g w m p (4
B r id g e M ic r o s ta ti o n B r id g e
D e s ig n
F il e s E m e r g e n c y
R e p a ir s P
R O J E
C T
S .d g n
NOT
FOR
CO
NST
RUCTI
ON
PRE
ARLINGTON MEMORIAL BRIDGE
NPS
NO.NO.
PMIS STATE PROJECT
NUMBER
SHEET
DC 000
000000
XXXXXX
BRIDGE PLAN SHEET
BRP-1160
Structure Number 3300-016P
4 January 2017
EMERGENCY REPAIRS
NP-GWMP 11(4),11(7)
-J a n -2
:1
P
M M
P R
O J E
C T
S g w m p (4
B r id g e M ic r o s ta ti o n B r id g e
D e s ig n
F il e s E m e r g e n c y
R e p a ir s P
R O J E
C T
S .d
GUSSET PLATE REPLACEMENT
U0 U1 U2 U4 U6 U7 U8
L8L7L5L3L1L0
CL
CL South Inner Trunnion Post
North Bascule TrussCL
North Inner Trunnion PostCL
A C
T U
A L F I L E G
U S
S E
T P
L A
T E
M O
D .D
G N
LOWER TRUNNION POST BRACING TRUSS ELEVATION - WEST BASCULE LEAF
LW LW 4
South Bascule Truss
U8 U7 U6 U4 U2 U1 U0
CL
CL North Inner Trunnion Post
South Bascule TrussCL
South Inner Trunnion PostCL
North Bascule Truss
L0L1L3L5L7L8
LOWER TRUNNION POST BRACING TRUSS ELEVATION - EAST BASCULE LEAF
connection plates
Replace east and west connection plates
Replace east and west
North Bascule TrussCLCL South Bascule Truss
U6U4U2U0
L6L5L3L1L0
T-11 TRUSS ELEVATION - WEST BASCULE LEAF
South Bascule TrussCLCL North Bascule Truss
U0U2U4U6
L0L1L3L5L6
T-11 TRUSS ELEVATION - EAST BASCULE LEAF
plates connection and west
Replace east connection plates
Replace east connection plates
Replace west connection plates
Replace east and west connection plates
Replace east and west connection plates
Replace west
NPS
NO.NO.
PMIS STATE PROJECT
NUMBER
SHEET
DC 000
000000
XXXXXX NP-GWMP 11(4),11(7)
U.S. DEPARTMENT OF TRANSPORTATION
ARLINGTON MEMORIAL BRIDGE
BRIDGE PLAN SHEET
BRP-1160
Structure Number 3300-016P
4 January 2017
EMERGENCY REPAIRS
NOT
FOR
CO
NST
RUCTI
ON
PRE
LIM
INARY
GEORGE WASHINGTON MEMORIAL PARKWAY
W05
-J a n -2
:1
P
M M
P R
O J E
C T
S g w m p (4
B r id g e M ic r o s ta ti o n B r id g e
D e s ig n
F il e s E m e r g e n c y
R e p a ir s P
R O J E
C T
S .d g n
NOT
FOR
CO
NST
RUCTI
ON
PRE
ARLINGTON MEMORIAL BRIDGE
NPS
NO.NO.
PMIS STATE PROJECT
NUMBER
SHEET
DC 000
000000
XXXXXX
BRIDGE PLAN SHEET
BRP-1160
Structure Number 3300-016P
4 January 2017
EMERGENCY REPAIRS
NP-GWMP 11(4),11(7)
To WashingtonTo Virginia
-J a n -2
:1
P
M M
P R
O J E
C T
S g w m p (4
B r id g e M ic r o s ta ti o n B r id g e
D e s ig n
F il e s E m e r g e n c y
R e p a ir s P
R O J E
C T
S .d
1" = 10' LW
A C
T U
A L F I L E C
O N
C R
E P
A I R C
H A
N N
E L S I D
E A
B U
T .D
G N
KEY
N
CHANNEL SIDE ABUTMENT 1 AND ARCH 1
FULL DEPTH CONCRETE DECK REPAIRS
BK
987654321515253545556575859
StructureCL
96"L x 24"W
24"L x 24"W
W = Wide
L = Long
ARCH 1 PLAN CHANNEL SIDE ABUTMENT 1 PLAN
Concrete deterioration
NPS
NO.NO.
PMIS STATE PROJECT
NUMBER
SHEET
DC 000
000000
XXXXXX NP-GWMP 11(4),11(7)
U.S. DEPARTMENT OF TRANSPORTATION
ARLINGTON MEMORIAL BRIDGE
BRIDGE PLAN SHEET
BRP-1160
Structure Number 3300-016P
4 January 2017
EMERGENCY REPAIRS
NOT
FOR
CO
NST
RUCTI
ON
PRE
LIM
INARY
W06
-J a n -2
:1
P
M M
P R
O J E
C T
S g w m p (4
B r id g e M ic r o s ta ti o n B r id g e
D e s ig n
F il e s E m e r g e n c y
R e p a ir s P
R O J E
C T
S .d g n
NOT
FOR
CO
NST
RUCTI
ON
PRE
ARLINGTON MEMORIAL BRIDGE
NPS
NO.NO.
PMIS STATE PROJECT
NUMBER
SHEET
DC 000
000000
XXXXXX
BRIDGE PLAN SHEET
BRP-1160
Structure Number 3300-016P
4 January 2017
-J a n -2
:1
P
M M
P R
O J E
C T
S g w m p (4
B r id g e M ic r o s ta ti o n B r id g e
D e s ig n
F il e s E m e r g e n c y
R e p a ir s P
R O J E
C T
S .d
NO. DATE BY
REVISIONS NO. DATE BY REVISIONS
N
KEY
96"L x 20"W
W = Wide
L = Long
StructureCL
96"L x 60"W
987654325253545556575859 51 1 126"L x 42"W
48"L x 24"W 36"L x 12"W
A C
T U
A L F I L E D
E C
K R
E P
A I R
S P I E
R A
R C
H .D
G N
BK 1" = 10'
ARCH 2 PLAN PIER 1 PLAN
Concrete deterioration
PIER 1 AND ARCH 2
FULL DEPTH CONCRETE DECK REPAIRS
NPS
NO.NO.
PMIS STATE PROJECT
NUMBER
SHEET
DC 000
000000
XXXXXX NP-GWMP 11(4),11(7)
U.S. DEPARTMENT OF TRANSPORTATION
ARLINGTON MEMORIAL BRIDGE
BRIDGE PLAN SHEET
BRP-1160
Structure Number 3300-016P
4 January 2017
EMERGENCY REPAIRS
NOT
FOR
CO
NST
RUCTI
ON
PRE
LIM
W07
-J a n -2
:1
P
M M
P R
O J E
C T
S g w m p (4
B r id g e M ic r o s ta ti o n B r id g e
D e s ig n
F il e s E m e r g e n c y
R e p a ir s P
R O J E
C T
S .d g n
NOT
FOR
CO
NST
RUCTI
ON
PRE
ARLINGTON MEMORIAL BRIDGE
NPS
NO.NO.
PMIS STATE PROJECT
NUMBER
SHEET
DC 000
000000
XXXXXX
BRIDGE PLAN SHEET
BRP-1160
Structure Number 3300-016P
4 January 2017
EMERGENCY REPAIRS
To Washington
-J a n -2
:1
P
M M
P R
O J E
C T
S g w m p (4
B r id g e M ic r o s ta ti o n B r id g e
D e s ig n
F il e s E m e r g e n c y
R e p a ir s P
R O J E
C T
S .d
CL Structure
KEY
W = Wide
L = Long
987654325253545556575859 51 1
To Virginia
ARCH 4 PLAN
ARCH 4
FULL DEPTH CONCRETE DECK REPAIRS
A C
T U
A L F I L E D
E C
K R
E P
A I R
S A
R C
H .D
G N
72"L x 42"W 96"L x 36"W
1" = 10'BK
Concrete deterioration
NPS
NO.NO.
PMIS STATE PROJECT
NUMBER
SHEET
DC 000
000000
XXXXXX NP-GWMP 11(4),11(7)
U.S. DEPARTMENT OF TRANSPORTATION
ARLINGTON MEMORIAL BRIDGE
BRIDGE PLAN SHEET
BRP-1160
Structure Number 3300-016P
4 January 2017
EMERGENCY REPAIRS
NOT
FOR
CO
NST
RUCTI
ON
PRE
LIM
INARY
W08
-J a n -2
:1
P
M M
P R
O J E
C T
S g w m p (4
B r id g e M ic r o s ta ti o n B r id g e
D e s ig n
F il e s E m e r g e n c y
R e p a ir s P
R O J E
C T
S .d g n
NOT
FOR
CO
NST
RUCTI
ON
PRE
ARLINGTON MEMORIAL BRIDGE
NPS
NO.NO.
PMIS STATE PROJECT
NUMBER
SHEET
DC 000
000000
XXXXXX
BRIDGE PLAN SHEET
BRP-1160
Structure Number 3300-016P
4 January 2017
To Washington
-J a n -2
:1
P
M M
P R
O J E
C T
S g w m p (4
B r id g e M ic r o s ta ti o n B r id g e
D e s ig n
F il e s E m e r g e n c y
R e p a ir s P
R O J E
C T
S .d
KEY
StructureCL
ARCH 7 PLAN
W = Wide
L = Long
BK 1" = 10'
9 8 7 6 5 4 3 2 1 51 52 53 54 55 56 57 58 59
To Virginia
ARCH 7
FULL DEPTH CONCRETE DECK REPAIRS
A C
T U
A L F I L E D
E C
K R
E P
A I R
S A
R C
H .D
G N
49"L x 25"W
96"L x 41"W
Concrete deterioration
NPS
NO.NO.
PMIS STATE PROJECT
NUMBER
SHEET
DC 000
000000
XXXXXX NP-GWMP 11(4),11(7)
U.S. DEPARTMENT OF TRANSPORTATION
ARLINGTON MEMORIAL BRIDGE
BRIDGE PLAN SHEET
BRP-1160
Structure Number 3300-016P
4 January 2017
EMERGENCY REPAIRS
NOT
FOR
CO
NST
RUCTI
ON
PRE
LIM
INARY
W09
-J a n -2
:1
P
M M
P R
O J E
C T
S g w m p (4
B r id g e M ic r o s ta ti o n B r id g e
D e s ig n
F il e s E m e r g e n c y
R e p a ir s P
R O J E
C T
S .d g n
NOT
FOR
CO
NST
RUCTI
ON
PRE
ARLINGTON MEMORIAL BRIDGE
NPS
NO.NO.
PMIS STATE PROJECT
NUMBER
SHEET
DC 000
000000
XXXXXX
BRIDGE PLAN SHEET
BRP-1160
Structure Number 3300-016P
4 January 2017
EMERGENCY REPAIRS
-J a n -2
:1
P
M M
P R
O J E
C T
S g w m p (4
B r id g e M ic r o s ta ti o n B r id g e
D e s ig n
F il e s E m e r g e n c y
R e p a ir s P
R O J E
C T
S .d
StructureCL
KEY
ARCH 8 PLAN
W = Wide
L = Long
BK 1" = 10'
A C
T U
A L F I L E D
E C
K R
E P
A I R
S A
R C
H .D
G N
ARCH 8
FULL DEPTH CONCRETE DECK REPAIRS
9 8 7 6 5 4 3 2 1 51 52 53 54 55 56 57 58 59
96"L X 96"W 96"L x 56"W 96"L x 70"W
Concrete deterioration
NPS
NO.NO.
PMIS STATE PROJECT
NUMBER
SHEET
DC 000
000000
XXXXXX NP-GWMP 11(4),11(7)
U.S. DEPARTMENT OF TRANSPORTATION
ARLINGTON MEMORIAL BRIDGE
BRIDGE PLAN SHEET
BRP-1160
Structure Number 3300-016P
4 January 2017
EMERGENCY REPAIRS
NOT
FOR
CO
NST
RUCTI
ON
PRE
LIM
INARY
W10
-J a n -2
:1
P
M M
P R
O J E
C T
S g w m p (4
B r id g e M ic r o s ta ti o n B r id g e
D e s ig n
F il e s E m e r g e n c y
R e p a ir s P
R O J E
C T
S .d g n
NOT
FOR
CO
NST
RUCTI
ON
PRE
ARLINGTON MEMORIAL BRIDGE
NPS
NO.NO.
PMIS STATE PROJECT
NUMBER
SHEET
DC 000
000000
XXXXXX
BRIDGE PLAN SHEET
BRP-1160
Structure Number 3300-016P
4 January 2017
EMERGENCY REPAIRS
-J a n -2
:1
P
M M
P R
O J E
C T
S g w m p (4
B r id g e M ic r o s ta ti o n B r id g e
D e s ig n
F il e s E m e r g e n c y
R e p a ir s P
R O J E
C T
S .d
A C
T U
A L F I L E D
E C
K R
E P
A I R
S P I E
R A
R C
H .D
G N
N
KEY
StructureCL
W = Wide
L = Long
PIER 6 AND ARCH 9
FULL DEPTH CONCRETE DECK REPAIRS
BK 1" = 10'
ARCH 9 PLAN PIER 6 PLAN
9 8 7 6 5 4 3 2 1 51 52 53 54 55 56 57 58 59
StructureCL
96"L x 30"W 126"L x 36"W
Concrete deterioration
NPS
NO.NO.
PMIS STATE PROJECT
NUMBER
SHEET
DC 000
000000
XXXXXX NP-GWMP 11(4),11(7)
U.S. DEPARTMENT OF TRANSPORTATION
ARLINGTON MEMORIAL BRIDGE
BRIDGE PLAN SHEET
BRP-1160
Structure Number 3300-016P
4 January 2017
EMERGENCY REPAIRS
NOT
FOR
CO
NST
RUCTI
ON
PRE
LIM
INARY
File details come from the government source that posted it. Updated .