FINAL DESIGN REVIEW
DESIGNER/DRAFTER:
CHECKED BY:
PROJECT TITLE: TOWN:
DRAWING TITLE:
PROJECT NO.
DRAWING NO.
SHEET NO.
Filename:SHEET NO.REVISION DESCRIPTIONDATEREV.
DEPARTMENT OF TRANSPORTATION
STATE OF CONNECTICUT
OF WORK WHICH WILL BE REQUIRED.
THE CONDITIONS OF ACTUAL QUANTITIES
IN NO WAY WARRANTED TO INDICATE
INVESTIGATIONS BY THE STATE AND IS
SHEETS IS BASED ON LIMITED
QUANTITIES OF WORK, SHOWN ON THESE
THE INFORMATION, INCLUDING ESTIMATED
9/18/2017
BLOCK:
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GOLD STAR MEMORIAL BRIDGER. MORESI
& LOCAL ROADS - BRIDGE #03819
B. MAHALINGAM/M. NAFIS
NUMBER
DRAWING
NUMBER
DRAWING
INDEX OF DRAWINGS
DRAWING TITLE DRAWING TITLE
ROCKY HILL, CT 0606755 CAPITAL BOULEVARD, 2ND FLOORPRIME AE GROUP, INC.
DESIGNED BY:
INDEX OF DRAWINGS
NUMBER
DRAWINGDRAWING TITLE
S-7.1
07 - BEARINGS REHABILITATION
S-BR19
S-BR18
S-BR17
S-BR16
S-BR15
S-BR14
S-BR13
S-BR12
S-BR11
S-BR10
S-BR09
S-BR08
S-BR07
S-BR06
S-BR05
S-BR04
S-BR03
S-BR02
S-BR01
S-BP03
S-BP02
S-BP01
S-7.1
S-BR42
S-BR41
S-BR40
S-BR39
S-BR38
S-BR37
S-BR36
S-BR35
S-BR34
S-BR33
S-BR32
S-BR31
S-BR30
S-BR29
S-BR28
S-BR27
S-BR26
S-BR25
S-BR24
S-BR23
S-BR22
S-BR21
S-BR20
BEARINGS REHABILITATION
S-BD2
S-BD1
S-BR44
S-BR43
BEARING DETAILS 2
BEARING DETAILS 1
BEARING REHABILITATION ABUTMENT NO. 5
BEARING REHABILITATION ABUTMENT NO. 5
BEARING REHABILITATION ABUTMENT NO. 5
BEARING REHABILITATION PIER. NO. 35B
BEARING REHABILITATION PIER. NO. 35B
BEARING REHABILITATION PIER. NO. 34B
BEARING REHABILITATION PIER. NO. 34B
BEARING REHABILITATION PIER. NO. 33B
BEARING REHABILITATION PIER. NO. 33B
BEARING REHABILITATION PIER. NO. 35
BEARING REHABILITATION PIER. NO. 35
BEARING REHABILITATION PIER. NO. 34
BEARING REHABILITATION PIER. NO. 34
BEARING REHABILITATION PIER. NO. 34
BEARING REHABILITATION PIER. NO. 33
BEARING REHABILITATION PIER. NO. 33
BEARING REHABILITATION PIER. NO. 26
BEARING REHABILITATION PIER. NO. 26
BEARING REHABILITATION PIER. NO. 25
BEARING REHABILITATION PIER. NO. 25
BEARING REHABILITATION PIER. NO. 23
BEARING REHABILITATION PIER. NO. 23
BEARING REHABILITATION PIER. NO. 22
BEARING REHABILITATION PIER. NO. 22
BEARING REHABILITATION PIER. NO. 21
I-95 NB OVER THAMES RIVER, RAILROADS,
BEARING REHABILITATION PIER. NO. 21
BEARING REHABILITATION PIER. NO. 16
BEARING REHABILITATION PIER. NO. 16
BEARING REHABILITATION PIER. NO. 15
BEARING REHABILITATION PIER. NO. 15
BEARING REHABILITATION PIER. NO. 13
BEARING REHABILITATION PIER. NO. 13
BEARING REHABILITATION PIER. NO. 11
BEARING REHABILITATION PIER. NO. 11
BEARING REHABILITATION PIER. NO. 11
BEARING REHABILITATION PIER. NO. 10
BEARING REHABILITATION PIER. NO. 10
BEARING REHABILITATION PIER. NO. 9
BEARING REHABILITATION PIER. NO. 9
BEARING REHABILITATION PIER. NO. 9
BEARING REHABILITATION PIER. NO. 7
BEARING REHABILITATION PIER. NO. 7
BEARING REHABILITATION ABUTMENT NO. 4
BEARING REHABILITATION ABUTMENT NO. 4
BEARING REHABILITATION INDEX PLAN - 3
BEARING REHABILITATION INDEX PLAN - 2
BEARING REHABILITATION INDEX PLAN - 1
BEARINGS REHABILITATION INDEX OF DRAWINGS
FINAL DESIGN REVIEW
DESIGNER/DRAFTER:
CHECKED BY:
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DRAWING TITLE:
PROJECT NO.
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Filename:SHEET NO.REVISION DESCRIPTIONDATEREV.
DEPARTMENT OF TRANSPORTATION
STATE OF CONNECTICUT
OF WORK WHICH WILL BE REQUIRED.
THE CONDITIONS OF ACTUAL QUANTITIES
IN NO WAY WARRANTED TO INDICATE
INVESTIGATIONS BY THE STATE AND IS
SHEETS IS BASED ON LIMITED
QUANTITIES OF WORK, SHOWN ON THESE
THE INFORMATION, INCLUDING ESTIMATED
SCALE AS NOTED
9/18/2017
BLOCK:
SIGNATURE/
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GOLD STAR MEMORIAL BRIDGER. MORESI
& LOCAL ROADS - BRIDGE #03819
B. MAHALINGAM/M. NAFIS
SCALE: 1" = 50’
MA
TC
HLIN
E
A-A
INDEX PLAN - 1
S-BP1
NOTE:
LEGEND:
SG
BS
BP
- SOLE PLATE TO GIRDER
- BEARING TO SOLE PLATE
- BEARING TO PIER
BEARING REHABILITATION
E-6N
E-6S
E-9N
E-9SE-10S
E-10N
E-11N
E-12N
E-11S
E-12S
E-15N
E-15S
ALL EXPANSION BEARINGS TO BE REPALCED UNLESS OTHERWISE NOTED.2.
STRUT COLUMNS ARE CONSIDERED TO REACT VERTICAL LOAD ONLY.1.
E-16
E-16
E-17 E-18
E-18E-17
BEARING INDEX PLAN
I-95 NB OVER THAMES RIVER, RAILROADS,
E 1178237.7
0
N 693899.6
0
288+
24.3
5
PO
E
101+00100+00
N 86°21’ 53.77" E
89+00
88+00
91+00
90+00
87+00
97+0096+00 99+0098+00
93+00
92+00
95+00
94+00
287+00
288+24
288+00
FINAL DESIGN REVIEW
DESIGNER/DRAFTER:
CHECKED BY:
PROJECT TITLE: TOWN:
DRAWING TITLE:
PROJECT NO.
DRAWING NO.
SHEET NO.
Filename:SHEET NO.REVISION DESCRIPTIONDATEREV.
DEPARTMENT OF TRANSPORTATION
STATE OF CONNECTICUT
OF WORK WHICH WILL BE REQUIRED.
THE CONDITIONS OF ACTUAL QUANTITIES
IN NO WAY WARRANTED TO INDICATE
INVESTIGATIONS BY THE STATE AND IS
SHEETS IS BASED ON LIMITED
QUANTITIES OF WORK, SHOWN ON THESE
THE INFORMATION, INCLUDING ESTIMATED
SCALE AS NOTED
9/18/2017
BLOCK:
SIGNATURE/
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GOLD STAR MEMORIAL BRIDGER. MORESI
& LOCAL ROADS - BRIDGE #03819
B. MAHALINGAM/M. NAFIS
MA
TC
HLIN
E
A-A
SCALE: 1" = 50’
MA
TC
HLIN
E
TO
SH
EE
T 5.B
RP.2
INDEX PLAN - 2
MA
TC
HLIN
E
A-A
MA
TC
HLIN
E
TO
SH
EE
T 5.B
RP.2
SCALE: 1" = 50’
S-BP2
SG
BS
BP
- SOLE PLATE TO GIRDER
- BEARING TO SOLE PLATE
- BEARING TO PIER
LEGEND:
NOTE:
BEARING REHABILITATION
500’ R TO FALCON NEST
500’ R TO FALCON NEST
ALL EXPANSION BEARINGS TO BE REPLACED UNLESS OTHERWISE NOTED.2.
STRUT COLUMNS ARE CONSIDERED TO REACT VERTICAL LOAD ONLY.1.
E-20
E-20E-19
E-19 E-22
E-22
E-21 (TO REMAIN)
E-21 (TO REMAIN)
E-23 (TO REMAIN) E-24 (TO REMAIN)
E-24 (TO REMAIN)E-23 (TO REMAIN)
E-25 E-26 (TO REMAIN)
E-26 (TO REMAIN)E-25
E-28 (TO REMAIN)
E-28 (TO REMAIN)
E-29
E-29
BEARING INDEX PLAN
BEARING INDEX PLAN
I-95 NB OVER THAMES RIVER, RAILROADS,
116+00105+00104+00 107+00106+00103+00102+00 113+00112+00 115+00114+00109+00108+00 111+00110+00
N 86°21’ 53.77" EN 86°21’ 53.77" E
121+00120+00 123+00122+00117+00 119+00118+00 129+00128+00 131+00130+00125+00124+00 127+00126+00
N 86°21’ 53.77" E N 86°21’ 53.77" E
FINAL DESIGN REVIEW
DESIGNER/DRAFTER:
CHECKED BY:
PROJECT TITLE: TOWN:
DRAWING TITLE:
PROJECT NO.
DRAWING NO.
SHEET NO.
Filename:SHEET NO.REVISION DESCRIPTIONDATEREV.
DEPARTMENT OF TRANSPORTATION
STATE OF CONNECTICUT
OF WORK WHICH WILL BE REQUIRED.
THE CONDITIONS OF ACTUAL QUANTITIES
IN NO WAY WARRANTED TO INDICATE
INVESTIGATIONS BY THE STATE AND IS
SHEETS IS BASED ON LIMITED
QUANTITIES OF WORK, SHOWN ON THESE
THE INFORMATION, INCLUDING ESTIMATED
SCALE AS NOTED
9/18/2017
BLOCK:
SIGNATURE/
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- - - - 094-256NEW LONDONGROTON
GOLD STAR MEMORIAL BRIDGER. MORESI
& LOCAL ROADS - BRIDGE #03819
B. MAHALINGAM/M. NAFIS
INDEX PLAN - 3
SCALE: 1" = 50’
MA
TC
HLIN
E
TO
SH
EE
T 5.B
RP.2
S-BP3
NOTE:
LEGEND:
SG
BS
BP
- SOLE PLATE TO GIRDER
- BEARING TO SOLE PLATE
- BEARING TO PIER
BEARING REHABILITATION
E-34N E-35N
E-36N
E-36S
E-34S
E-35S
E-34BS
E-34BN
E-35BN
E-35BS
E-36BN
E-36BS
ALL EXPANSION BEARINGS TO BE REPLACED UNLESS OTHERWISE NOTED/2.
STRUT COLUMNS ARE CONSIDERED TO REACT VERTICAL LOAD ONLY.1.
E-31 (TO REMAIN)
E-31 (TO REMAIN)E-30 (TO REMAIN)
E-30 (TO REMAIN)
(TO REMAIN)
E-33
(TO REMAIN)
E-33E-32
E-32
BEARING INDEX PLAN
I-95 NB OVER THAMES RIVER, RAILROADS,
N 86°21’ 53.77" E N 86°21’ 53.77" E
137+00136+00 139+00138+00133+00132+00 135+00134+00 145+00144+00 146+00141+00140+00 143+00142+00
344+00
343+00
346+00
345+00
340+82340+82
342+00341+00
110.58’
159’
96.58’51.43’
7.58’
173.35’189’
FINAL DESIGN REVIEW
DESIGNER/DRAFTER:
CHECKED BY:
PROJECT TITLE: TOWN:
DRAWING TITLE:
PROJECT NO.
DRAWING NO.
SHEET NO.
Filename:SHEET NO.REVISION DESCRIPTIONDATEREV.
DEPARTMENT OF TRANSPORTATION
STATE OF CONNECTICUT
OF WORK WHICH WILL BE REQUIRED.
THE CONDITIONS OF ACTUAL QUANTITIES
IN NO WAY WARRANTED TO INDICATE
INVESTIGATIONS BY THE STATE AND IS
SHEETS IS BASED ON LIMITED
QUANTITIES OF WORK, SHOWN ON THESE
THE INFORMATION, INCLUDING ESTIMATED
SCALE AS NOTED
9/18/2017
BLOCK:
SIGNATURE/
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GOLD STAR MEMORIAL BRIDGER. MORESI
& LOCAL ROADS - BRIDGE #03819
B. MAHALINGAM/M. NAFIS
PLAN VIEW
EAST ELEVATION
SCALE: �" = 1’-0"
SCALE: �" = 1’-0"
SCALE: �" = 1’-0"
SCALE: �" = 1’-0"
83
COORDINATE
GRID
AD
CONNECTICUT
83
COORDINATE
GRID
AD
CONNECTICUT
SPAN 6 SPAN 6
SPAN 6 SPAN 6
ABUTMENT NO. 4
S-BR01
B-B
-
A-A
-
A-A
- ELEVATION
SOUTH GIRDER B-B
- ELEVATION
NORTH GIRDER
B
-
A
-
(8 PLACES)
REMOVE EXISTING
(8 PLACES)
REMOVE EXISTING
2’-8" 2’-0"
1’-0"
1’-8"
4"
1’-6�"
4"
2’-2�"*
ABUTMENT NO. 4 EXISTING BEARINGS
SCALE: 1" = 1’-0"
* TO BE FIELD VERIFIED BY CONTRACTOR
SPAN 6
3" (TYP.)
(8 PLACES) (TYP.)
BEARING REHABILITATION
2’-2�"* 2’-2�"*
ABUTMENT NO. 4
BRIDGE SEAT
40’-0" (TYP.)
BACK WALL
END DIAPHRAGM
PEDESTAL
PEDESTALEND DIAPHRAGM
SUGGESTED POSSIBLE JACKING METHOD
BEVELED LOAD PLATE
STIFFENER
PROPOSED JACKING BEARING
STIFFENER
PROPOSED JACKING BEARING
BEVELED LOAD PLATE
METHOD
SUGGESTED POSSIBLE JACKING
EXISTING ABUTMENT NO. 4 - PLAN VIEWGIRDER
GIRDER
(TYP.)
MASONRY PLATES
SOLE PLATE AND
ROCKER BEARING,
REMOVE EXISTING
(TYP.)
MASONRY PLATES
SOLE PLATE AND
ROCKER BEARING,
REMOVE EXISTING
(TYP.)
(TO REMAIN)
ANCHOR BOLTS
BOTTOM OF
FLOOR BEAM{ BEARING { BEARING
A
-
EXISTING BEARING SOUTH GIRDER B
-
EXISTING BEARING NORTH GIRDER
7" 7"
1" 1"
1" 1"
7�"
3" 3"
NORTH GIRDER HOLE PATTERN
SOUTH GIRDER HOLE PATTERN
SCALE: 1�" = 1’-0"
ANCHOR BOLT
{ BEARINGS { BEARING
I-95 NB OVER THAMES RIVER, RAILROADS,
8’-4�
"
4’-2�
"
189.271’
133.142’114.271’
200.271’173.142’90.258’
94.312’
107.271’73.069’
83.465’
55.312’
62.258’ 195.271’
121.271’98.146’86.258’70.258’49.146’
16.5’ 73.069’ 104.27’ 197.57’
117.27’
119.27’
193.27’
182.52’
184.516’
121.27’
45.15’
51.31’
58.26’
66.23’
109.56’
110.27’
126.38’
128.38’
131.27’ 177’
173.27’
175’
196.27’
8’-4�
"
4’-2�
"�
"
8’-4�
"
89.333’16.99’
FINAL DESIGN REVIEW
DESIGNER/DRAFTER:
CHECKED BY:
PROJECT TITLE: TOWN:
DRAWING TITLE:
PROJECT NO.
DRAWING NO.
SHEET NO.
Filename:SHEET NO.REVISION DESCRIPTIONDATEREV.
DEPARTMENT OF TRANSPORTATION
STATE OF CONNECTICUT
OF WORK WHICH WILL BE REQUIRED.
THE CONDITIONS OF ACTUAL QUANTITIES
IN NO WAY WARRANTED TO INDICATE
INVESTIGATIONS BY THE STATE AND IS
SHEETS IS BASED ON LIMITED
QUANTITIES OF WORK, SHOWN ON THESE
THE INFORMATION, INCLUDING ESTIMATED
SCALE AS NOTED
9/18/2017
BLOCK:
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GOLD STAR MEMORIAL BRIDGER. MORESI
& LOCAL ROADS - BRIDGE #03819
B. MAHALINGAM/M. NAFIS
S-BR02
SCALE: �" = 1’-0"
SCALE: �" = 1’-0"
83
COORDINATE
GRID
AD
CONNECTICUT
ABUTMENT NO. 4
SPAN 6
83
COORDINATE
GRID
AD
CONNECTICUT
A
-
A-A
-
PROPOSED ABUTMENT NO 4 PLAN
SCALE: 1" = 1’-0"
SCALE: �" = 1’-0"
STIFFENER
PROPOSED JACKING BEARING
PROPOSED JACKING BEARING STIFFENER
SUGGESTED POSSIBLE JACKING METHOD
BEVELED LOAD PLATE
SCALE: 1" = 1’-0"
SCALE: 1" = 1’-0"
SCALE: 1" = 1’-0"
BEARING REHABILITATION
A
-
PLAN DETAIL - SOUTH BEARING
SCALE: �" = 1’-0"
PEDESTAL REBAR REINFORCEMENT
(TO REMAIN)
EXISTING PEDESTAL
(TO REMAIN)
EXISTING PEDESTAL
PROPOSED PEDESTAL EXTENSION
BEVELED SOLE PLATE
BEVELED SOLE PLATE
1" CHAMFER
BACK WALL
1’-0"
1’-0"
(TO REMAIN)
EXISTING PEDESTAL
(TO REMAIN)
EXISTING PEDESTAL
STAINLESS STEEL SHIM
BEVELED SOLE PLATE
A-A
-
PROPOSED BEARING SOUTH GIRDER
SEAT
EXISTING BRIDGE
STAINLESS STEEL SHIM
PEDESTAL
EXISTING
PROPOSED PEDESTAL
PROPOSED BEARING NORTH GIRDER
FRONT VIEW
PROPOSED BEARING NORTH GIRDER
SIDE VIEW
PROPOSED BEARING SOUTH GIRDER
SIDE VIEW
PROPOSED BEARING SOUTH GIRDER
FRONT VIEW
NOTES:
NOTED.
ALL PROPOSED REBAR TO BE #6 UNLESS OTHERWISE 2.
SEE DRAWING S-BD1 FOR ALL BEARING INFORMATION.1.
BACK WALL
BACK WALL
BACK WALL
STEEL KEEPER
STEEL KEEPER
STEEL KEEPER
STEEL KEEPER
I-95 NB OVER THAMES RIVER, RAILROADS,
PROPOSED ELASTOMERIC BEARING
�"SEAL WELD
NORTH PLAN SIMILAR
EXTEND PEDESTAL
EXTEND PEDESTAL
3" (TYP.)
3" (TYP.)
PROPOSED BEARING NORTH GIRDER SIMILAR
3
EQ.
SP
AC
ES
�"SEAL WELD
DRILL AND GROUT REBAR
DRILL AND GROUT REBAR
2" MIN
12.08’ 30.147’
12.08’ 36.16’
31.952’
47.13’
75.16’ 84.16’
70.167’ 95.208’
172.556’
169.16’
FINAL DESIGN REVIEW
DESIGNER/DRAFTER:
CHECKED BY:
PROJECT TITLE: TOWN:
DRAWING TITLE:
PROJECT NO.
DRAWING NO.
SHEET NO.
Filename:SHEET NO.REVISION DESCRIPTIONDATEREV.
DEPARTMENT OF TRANSPORTATION
STATE OF CONNECTICUT
OF WORK WHICH WILL BE REQUIRED.
THE CONDITIONS OF ACTUAL QUANTITIES
IN NO WAY WARRANTED TO INDICATE
INVESTIGATIONS BY THE STATE AND IS
SHEETS IS BASED ON LIMITED
QUANTITIES OF WORK, SHOWN ON THESE
THE INFORMATION, INCLUDING ESTIMATED
SCALE AS NOTED
9/18/2017
BLOCK:
SIGNATURE/
...\SB_MSH_0094_0256_BRG-03.dgnPlotted Date:
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GOLD STAR MEMORIAL BRIDGER. MORESI
& LOCAL ROADS - BRIDGE #03819
B. MAHALINGAM/M. NAFIS
PIER CAP PLAN
SCALE: �" = 1’-0"
PIER NO. 7
WEST ELEVATION
SPAN 7
PIER 7
SPAN 7
CONNECTICUT
COORDINATE
GRID
SPAN 8
SPAN 8 SPAN 7 SPAN 8
SCALE: 1" = 1’-0"
PIER 7 EXISTING BEARING
2’-8" 2’-0"
1’-0"
1’-8"
�"�"
1"
1"
1"
2�"
7�"10"
SPAN 7SPAN 8
4"
1’-3�"
3�"
SCALE: �" = 1’-0" SCALE: �" = 1’-0"
SCALE: �" = 1’-0"
S-BR03
B
-
A
-
C
-
NORTH ELEVATION SOUTH ELEVATION
CONNECTICUT
COORDINATE
GRID
B
-SIMILAR TO
* TO BE FIELD VERIFIED BY CONTRACTOR
1’-11"*
A
-
PLAN DETAIL - NORTH COLUMN C
-
PLAN DETAIL - SOUTH COLUMN
6’-0"
8’-0"
6’-0"
8’-0"
SPAN 7
{ PIER 7
BEARINGS (TO REMAIN)
TOWARDS { OF ROADWAY
SPAN 8
3" (TYP.)
REMOVE WELDED PLATE
REMOVE WELDED PLATE
BEARING REHABILITATION
EXISTING CROSS BRACE (TO REMAIN) (TYP.)
40’-0"
END DIAPHRAGMBOTTOM OF
FLOOR BEAM
B
-
EXISTING BEARING NORTH GIRDER
EXISTING BEARING SOUTH GIRDER SIMILAR
PIER 7
SEE SUBSET #6
EXISTING DRAIN PIPE
I-95 NB OVER THAMES RIVER, RAILROADS,
2" (TYP.)
12" (TYP.)
�"
GIRDER END
BEARING
EXISTING SPAN 9
W8x40
GUSSET PLATE
W8x40
(4)-L4x3�x�
PIER COLUMN
TOP OF PIER
REINFORCING BAR
DRILL AND GROUT
2" (TYP.)
12" (TYP.)
GIRDER END
BEARING
EXISTING SPAN 9
PIER COLUMN
REINFORCING BAR
DRILL AND GROUT
TOP OF PIER
W8x40 (TYP.)
EQUAL SPACES
(5) #6 BARS
EQUAL SPACES
(5) #6 BARS
FINAL DESIGN REVIEW
DESIGNER/DRAFTER:
CHECKED BY:
PROJECT TITLE: TOWN:
DRAWING TITLE:
PROJECT NO.
DRAWING NO.
SHEET NO.
Filename:SHEET NO.REVISION DESCRIPTIONDATEREV.
DEPARTMENT OF TRANSPORTATION
STATE OF CONNECTICUT
OF WORK WHICH WILL BE REQUIRED.
THE CONDITIONS OF ACTUAL QUANTITIES
IN NO WAY WARRANTED TO INDICATE
INVESTIGATIONS BY THE STATE AND IS
SHEETS IS BASED ON LIMITED
QUANTITIES OF WORK, SHOWN ON THESE
THE INFORMATION, INCLUDING ESTIMATED
SCALE AS NOTED
9/18/2017
BLOCK:
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- - - - 094-256NEW LONDONGROTON
GOLD STAR MEMORIAL BRIDGER. MORESI
& LOCAL ROADS - BRIDGE #03819
B. MAHALINGAM/M. NAFIS
PIER NO. 7
CONNECTICUT
COORDINATE
GRID
SCALE: �" = 1’-0"SCALE: �" = 1’-0"
S-BR04
SCALE: 3" = 1’-0"
SCALE: 1�" = 1’-0"
PIER 7
SPAN 7
SPAN 8
A
-
B
-
PROPOSED PIER CAP PLAN
F
-
RESTRAINER DETAIL
SCALE: �" = 1’-0"
SCALE: �" = 1’-0"
G-G
-
G-G
-
CROSS BRACE SECTION
A
-
PLAN DETAIL - NORTH COLUMN B
-
PLAN DETAIL - SOUTH COLUMN
�"
�"
PROVIDE KEEPERPROVIDE KEEPER
SOLE PLATE (TYP.)SOLE PLATE
{ GIRDER, SPAN 7
{ GIRDER, SPAN 8
{ GIRDER, SPAN 8
{ GIRDER, SPAN 7
BAR "A"
SPACES
2 EQUAL
SPACES
2 EQUAL
SEE PLAN VIEW
#6 BARS
LAP "A"
LAP "A"
LAP "A"
SPAN 7
SPAN 8
{ PIER 7
CONNECTICUT
COORDINATE
GRID
BEARING REHABILITATION
SCALE: �" = 1’-0"
G-G
-SEE PLAN VIEW
#6 BARS
LAP "A"
FRONT ELEVATION NORTH KEEPER FRONT ELEVATION SOUTH KEEPER
2" (TYP.)
FOR ANGLE, SEE FRAMING PLANS (TYP.)
ALL REBAR SHALL HAVE 2" COVER
4’-8"
2’-4"
2" (TYP.)
7�"
�"
TOP OF CONCRETE KEEPER
SEE DETAIL DRAWING NO S-BD2
STEEL KEEPER
40’-0" (TYP.)
I-95 NB OVER THAMES RIVER, RAILROADS,
DRILLED HOLE PATTERN
SCALE: �" = 1’-0"
CONCRETE KEEPER EDGE
1�"
1�"
1�"
1�"
(SOUTH KEEPER SIMILAR)
NORTH KEEPER SHOWN
{ PIER CAP4"
1’-10"
4’-4" AT { PIER
4’-4" AT { PIER
1’-5�"
2 EQ. SP.
2’-6�"
4 EQ. SPACES
(TYP.)
F
-
�"
F
-
(5) #6 BARS (LENGTH VARIES)
(6) #6 BAR (LENGTH VARIES)
(5) #6 BARS (LENGTH VARIES)
(6) #6 BAR (LENGTH VARIES)
172.556’
169.16’
FINAL DESIGN REVIEW
DESIGNER/DRAFTER:
CHECKED BY:
PROJECT TITLE: TOWN:
DRAWING TITLE:
PROJECT NO.
DRAWING NO.
SHEET NO.
Filename:SHEET NO.REVISION DESCRIPTIONDATEREV.
DEPARTMENT OF TRANSPORTATION
STATE OF CONNECTICUT
OF WORK WHICH WILL BE REQUIRED.
THE CONDITIONS OF ACTUAL QUANTITIES
IN NO WAY WARRANTED TO INDICATE
INVESTIGATIONS BY THE STATE AND IS
SHEETS IS BASED ON LIMITED
QUANTITIES OF WORK, SHOWN ON THESE
THE INFORMATION, INCLUDING ESTIMATED
SCALE AS NOTED
9/18/2017
BLOCK:
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...\SB_MSH_0094_0256_BRG-05.dgnPlotted Date:
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- - - - 094-256NEW LONDONGROTON
GOLD STAR MEMORIAL BRIDGER. MORESI
& LOCAL ROADS - BRIDGE #03819
B. MAHALINGAM/M. NAFIS
PIER CAP PLAN
SCALE: �" = 1’-0"
PIER NO. 9
WEST ELEVATION
SPAN 9SPAN 10 SPAN 9 SPAN 10
PIER 9
SPAN 9
SPAN 10
CONNECTICUT
COORDINATE GRID
5’-10"
7’-2"
5’-10"
7’-2"
CONNECTICUTCOORDINATE G
RID
SCALE: 1" = 1’-0"
PIER 9 EXISTING BEARINGS
2’-6"1’-8�"
1’-0"
1’-8"
3�"
1’-3�"
EXISTING DRAIN PIPE TO BE REMOVED AND RESET
SPAN 9SPAN 10
6"5�"
S-BR05
C
-
A
-
B
-
NORTH ELEVATION SOUTH ELEVATION
SOLE AND MASONRY PLATES (TYP.)
REMOVE EXISTING BEARING,
PIER 9 SPAN 10 SCALE: �" = 1’-0"
SCALE: �" = 1’-0"SCALE: �" = 1’-0"
A
-
PLAN DETAIL NORTH COLUMN C
-
PLAN DETAIL SOUTH COLUMN
BOLTS (8 PLACES)
1’-11"*
* TO BE FIELD VERIFIED BY CONTRACTOR
2’-8" 2’-0"
1’-0"
1’-8"
4"
1’-6�"
4"
2’-2�"*
PIER 9 SPAN 9
SPAN 9
SPAN 10
{ PIER 9
1�" (TYP.)
(8 PLACES) (TYP.)
(8 PLACES) (TYP.)
3" (TYP.)
BEARING REHABILITATION
GIRDER
GIRDER
GIRDER
GIRDER
BEVELED LOAD PLATE (TYP.)
2’-2�"*1’-11"*
PIER 11 SIMILAR
END DIAPHRAGM
BOTTOM OF
FLOOR BEAM
PROPOSED BEARING STIFFENER (TYP.)
SUGGESTED POSSIBLE JACKING METHOD (TYP.)
B
-
EXISTING BEARING NORTH GIRDER
END DIAPHRAGM
7�"
1"
3" 3"
7"
1"
GIRDER HOLE PATTERN
SCALE: 1�" = 1’-0"
PIER 9
EXISTING BEARING SOUTH GIRDER SIMILAR
I-95 NB OVER THAMES RIVER, RAILROADS,
- -
-
-
-
- -
- - -
- - - -
- - -
- - -
- - - - 094-256NEW LONDONGROTON
GOLD STAR MEMORIAL BRIDGER. MORESI
& LOCAL ROADS - BRIDGE #03819
B. MAHALINGAM/M. NAFIS
PIER NO. 9
S-BR06
PROPOSED BEARING STIFFENER
BEARING REHABILITATION
SPAN 9 SOUTH BEARING SIMILAR SPAN 10 SOUTH BEARING SIMILAR
1"| TYP. 1"| TYP.
BEVELED LOAD PLATE (TYP.)
PROPOSED BEARING
PROPOSED BEARING
TYPICAL TOP VIEW OF GIRDERS
EXTEND PEDESTAL
INSTALL STEEL KEEPERS (TYP.)
INSTALL STEEL KEEPERS (TYP.)
FRONT VIEWFRONT VIEW
SEE SUBSET #09
STRENGTHENING
FOR GIRDER
EXTEND PEDESTAL
I-95 NB OVER THAMES RIVER, RAILROADS,
FINAL DESIGN REVIEW
DESIGNER/DRAFTER:
CHECKED BY:
PROJECT TITLE: TOWN:
DRAWING TITLE:
PROJECT NO.
DRAWING NO.
SHEET NO.
Filename:SHEET NO.REVISION DESCRIPTIONDATEREV.
DEPARTMENT OF TRANSPORTATION
STATE OF CONNECTICUT
OF WORK WHICH WILL BE REQUIRED.
THE CONDITIONS OF ACTUAL QUANTITIES
IN NO WAY WARRANTED TO INDICATE
INVESTIGATIONS BY THE STATE AND IS
SHEETS IS BASED ON LIMITED
QUANTITIES OF WORK, SHOWN ON THESE
THE INFORMATION, INCLUDING ESTIMATED
SCALE AS NOTED
9/18/2017
BLOCK:
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...\SB_MSH_0094_0256_BRG-06.dgnPlotted Date:
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CONNECTICUT
COORDINATE GRID
SCALE: �" = 1’-0"
SCALE: �" = 1’-0" SCALE: �" = 1’-0"
SPAN 10 SPAN 9
PROPOSED PIER CAP PLAN
A
-
B
-
SCALE: �" = 1’-0"
CONNECTICUT
COORDINATE GRID
PIER 9
SPAN 10
SPAN 9
SPAN 10
SPAN 9
{ BEARING
{ BEARING
{ BEARING
{ BEARING
PROPOSED BEARING STIFFENER
A
-
PLAN DETAIL - NORTH COLUMN B
-
PLAN DETAIL - SOUTH COLUMN
{ PIER 9
PROPOSED BEARINGS NORTH GIRDER
SCALE: 1" = 1’-0"
END DIAPHRAGM
STAINLESS STEEL SHIM
SCALE: 1" = 1’-0"
BEVELED SOLE PLATE
PROPOSED JACKING BEARING STIFFENER (TYP.)
PROPOSED JACKING BEARING STIFFENER
NOTES:
PROPOSED BEARINGS SOUTH GIRDER SIMILAR
{ PIER
SUGGESTED POSSIBLE JACKING METHOD
GIRDER
GIRDER
GIRDERGIRDER
BEVELED SOLE PLATE
STAINLESS STEEL SHIM
A-A
-
B-B
-
A-A
-
PROPOSED SPAN 9 NORTH BEARING B-B
-
PROPOSED SPAN 10 NORTH BEARING
AS NEEDED
EXTEND PEDESTAL
INSTALL STEEL KEEPERS (TYP.)
REINFORCEMENT.
SEE DRAWING NO. S-BR07 FOR TYPICAL PEDESTAL 2.
SEE DRAWING S-BD1 FOR ALL BEARING INFORMATION.1.
�"SEAL WELD
�"SEAL WELD
- -
-
-
-
- -
- - -
- - - -
- - -
- - -
- - - - 094-256NEW LONDONGROTON
GOLD STAR MEMORIAL BRIDGER. MORESI
& LOCAL ROADS - BRIDGE #03819
B. MAHALINGAM/M. NAFIS
PIER NO. 9
S-BR07
BEARING REHABILITATION
�"SEAL WELD
�"SEAL WELD
GIRDER LAYOUT VARIES
TYP. (4 PLACES)
TYP. (4 PLACES)
ELEVATION
TYPICAL PEDESTAL REINFORCEMENT
PLAN VIEW
TYPICAL PEDESTAL REINFORCEMENT
SOUTH ELEVATION SIMILAR
NORTH ELEVATION SHOWN
PROPOSED BEARINGS INSTALLATIONS
4" (TYP.) UNLESS OTHERWISE NOTED
EXISTING ANCHOR BOLT (TYP.)
I-95 NB OVER THAMES RIVER, RAILROADS,
FINAL DESIGN REVIEW
DESIGNER/DRAFTER:
CHECKED BY:
PROJECT TITLE: TOWN:
DRAWING TITLE:
PROJECT NO.
DRAWING NO.
SHEET NO.
Filename:SHEET NO.REVISION DESCRIPTIONDATEREV.
DEPARTMENT OF TRANSPORTATION
STATE OF CONNECTICUT
OF WORK WHICH WILL BE REQUIRED.
THE CONDITIONS OF ACTUAL QUANTITIES
IN NO WAY WARRANTED TO INDICATE
INVESTIGATIONS BY THE STATE AND IS
SHEETS IS BASED ON LIMITED
QUANTITIES OF WORK, SHOWN ON THESE
THE INFORMATION, INCLUDING ESTIMATED
SCALE AS NOTED
9/18/2017
BLOCK:
SIGNATURE/
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SCALE: 1" = 1’-0"
SCALE: 1�" = 1’-0"
�"SEAL WELD
�"SEAL WELD
BEVELED SOLE PLATE
STAINLESS STEEL SHIMSTAINLESS STEEL SHIM
NOTES:
SEE DRAWING S-BD1 FOR ALL BEARING INFORMATION.1.SCALE: 1�" = 1’-0"
1’-0"
1" CHAMFER (TYP.)
DRILL AND GROUT REBAR (TYP.)
BEVELED SOLE PLATE
GIRDER LAYOUT VARIES
(8) #5 BARS
(8) #5 BARS
(8) #5 BARS
(8) #5 BARS
(8) #6 BARS
(8) #6 BARS
TYP. 4 PLACES
TYP. 4 PLACES
4" (TYP.)
(8) #5 BARS(8) #5 BARS
(8) #6 BARS(8) #6 BARS
VARIES
EXISTING ANCHOR BOLT (TYP.)
VARIES
LENGTH
WIDTH VARIES
FINAL DESIGN REVIEW
DESIGNER/DRAFTER:
CHECKED BY:
PROJECT TITLE: TOWN:
DRAWING TITLE:
PROJECT NO.
DRAWING NO.
SHEET NO.
Filename:SHEET NO.REVISION DESCRIPTIONDATEREV.
DEPARTMENT OF TRANSPORTATION
STATE OF CONNECTICUT
OF WORK WHICH WILL BE REQUIRED.
THE CONDITIONS OF ACTUAL QUANTITIES
IN NO WAY WARRANTED TO INDICATE
INVESTIGATIONS BY THE STATE AND IS
SHEETS IS BASED ON LIMITED
QUANTITIES OF WORK, SHOWN ON THESE
THE INFORMATION, INCLUDING ESTIMATED
SCALE AS NOTED
9/18/2017
BLOCK:
SIGNATURE/
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- -
-
-
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- - -
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- - -
- - - - 094-256NEW LONDONGROTON
GOLD STAR MEMORIAL BRIDGER. MORESI
& LOCAL ROADS - BRIDGE #03819
B. MAHALINGAM/M. NAFIS
PIER CAP PLAN
SCALE: �" = 1’-0"
PIER NO. 10
WEST ELEVATION
SPAN 11
SPAN 11
CONNECTICUT
COORDINATE GRID
CONNECTICUT
COORDINATE GRID
SPAN 10 SPAN 10 SPAN 11
PIER 10
SPAN 10
1’-6"2’-4"
4’-2" 2’-6"
7"
1’-5�"1’-3�"
4"
SCALE: 1" = 1’-0"
PIER 10 EXISTING BEARINGS
3" 3"3"3"
8"
SPAN 11 SPAN 10
SCALE: �" = 1’-0"
SCALE: �" = 1’-0"
S-BR08
NORTH ELEVATION SOUTH ELEVATION
A
-
B
-
A
-
PLAN DETAIL - NORTH COLUMN
2’-�"*
* TO BE FIELD VERIFIED BY CONTRACTOR
7’-2"
5’-10"
EXISTING BEARING (TO REMAIN)
TOWARDS { OF ROADWAY
REMOVE WELDED PLATE
REMOVE WELDED PLATE
BEARING REHABILITATION
END DIAPHRAGMBOTTOM OF
FLOOR BEAM
PIER 10
B
-
EXISTING BEARING NORTH GIRDEREXISTING BEARING SOUTH GIRDER SIMILAR
SOUTH COLUMN SIMILAR
5"
2�"
�"
I-95 NB OVER THAMES RIVER, RAILROADS,
5’-10"
GUSSET PLATE
W8x40
(4)-L4x3�x�
6 #6 BARS
REINFORCING BAR
DRILL AND GROUT
�"
56.2
5"
FINAL DESIGN REVIEW
DESIGNER/DRAFTER:
CHECKED BY:
PROJECT TITLE: TOWN:
DRAWING TITLE:
PROJECT NO.
DRAWING NO.
SHEET NO.
Filename:SHEET NO.REVISION DESCRIPTIONDATEREV.
DEPARTMENT OF TRANSPORTATION
STATE OF CONNECTICUT
OF WORK WHICH WILL BE REQUIRED.
THE CONDITIONS OF ACTUAL QUANTITIES
IN NO WAY WARRANTED TO INDICATE
INVESTIGATIONS BY THE STATE AND IS
SHEETS IS BASED ON LIMITED
QUANTITIES OF WORK, SHOWN ON THESE
THE INFORMATION, INCLUDING ESTIMATED
SCALE AS NOTED
9/18/2017
BLOCK:
SIGNATURE/
...\SB_MSH_0094_0256_BRG-09.dgnPlotted Date:
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- -
-
-
-
- -
- - -
- - - -
- - -
- - -
- - - - 094-256NEW LONDONGROTON
GOLD STAR MEMORIAL BRIDGER. MORESI
& LOCAL ROADS - BRIDGE #03819
B. MAHALINGAM/M. NAFIS
PIER NO. 10
SCALE: �" = 1’-0"
S-BR09
CONNECTICUT
COORDINATE GRID
SCALE: �" = 1’-0"
SCALE: 3" = 1’-0"
PIER COLUMN
TOP OF PIER
F
-
SCALE: 1�" = 1’-0"
12" (TYP.)
2" (TYP.)
PROVIDE KEEPER (TYP.)
FRONT ELEVATION KEEPER
FIXED BEARING
E
-
RESTRAINER DETAIL
F
-
SECTION OF CROSS BRACE
A
-
SPAN 11
PIER 10
SPAN 10
SCALE: �" = 1’-0"
PROPOSED PIER CAP PLAN
A
-
PLAN DETAIL - NORTH COLUMN
STEEL KEEPER
�"
�"
{ GIRDER
�"
DRILL AND GROUT
4 #6 BARS
BEARING REHABILITATION
SOUTH COLUMN SIMILAR
GIRDER
EXISTING SOLE PLATE
(8) #
6
U-B
AR
S
2"
4’-6"
4’-2"
2�"
1’-1�"
�"
TOP OF CONCRETE KEEPER
LENGTH VARIES
U-BAR
(2) #6
(4) #6 U-BARS
(1) #6 U-BAR
DRILL AND GROUT
LENGTH VARIES
1’-2"
I-95 NB OVER THAMES RIVER, RAILROADS,
4’-6"
1’-5"
11�"
1’-11"
11�"
CONCRETE KEEPER EDGE
DRILLED HOLE PATTERN
SCALE: �" = 1’-0"
NORTH KEEPER SHOWN, SOUTH KEEPER SIMILAR
1�"
(TYP.)
1’-11�"
3’-�"
7 EQ. SPACES
3’-10"{ PIER CAP
3 EQ. SPACES
4 EQ. SPACES 2 EQ. SP.
E
-
172.556’
169.16’
FACEE/WFACEN/SFACEE/W
FINAL DESIGN REVIEW
DESIGNER/DRAFTER:
CHECKED BY:
PROJECT TITLE: TOWN:
DRAWING TITLE:
PROJECT NO.
DRAWING NO.
SHEET NO.
Filename:SHEET NO.REVISION DESCRIPTIONDATEREV.
DEPARTMENT OF TRANSPORTATION
STATE OF CONNECTICUT
OF WORK WHICH WILL BE REQUIRED.
THE CONDITIONS OF ACTUAL QUANTITIES
IN NO WAY WARRANTED TO INDICATE
INVESTIGATIONS BY THE STATE AND IS
SHEETS IS BASED ON LIMITED
QUANTITIES OF WORK, SHOWN ON THESE
THE INFORMATION, INCLUDING ESTIMATED
SCALE AS NOTED
9/18/2017
BLOCK:
SIGNATURE/
...\SB_MSH_0094_0256_BRG-10.dgnPlotted Date:
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- -
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-
-
- -
- - -
- - - -
- - -
- - -
- - - - 094-256NEW LONDONGROTON
GOLD STAR MEMORIAL BRIDGER. MORESI
& LOCAL ROADS - BRIDGE #03819
B. MAHALINGAM/M. NAFIS
PIER CAP PLAN
SCALE: �" = 1’-0"
PIER NO. 11
WEST ELEVATION
SPAN 12
SPAN 12
CONNECTICUT
COORDINATE GRID
5’-10"
7’-2"
5’-10"
7’-2"
CONNECTICUTCOORDINATE G
RID
SCALE: 1" = 1’-0"
2’-6"1’-8�"
1’-0"
1’-8"
3�"
1’-3�"
SPAN 12
5�"6"
S-BR10
C
-
A
-
B
-
NORTH ELEVATION SOUTH ELEVATION
SOLE AND MASONRY PLATES (TYP.)
REMOVE EXISTING BEARING,
SCALE: �" = 1’-0"
SCALE: �" = 1’-0"SCALE: �" = 1’-0"
A
-
PLAN DETAIL NORTH COLUMN C
-
PLAN DETAIL SOUTH COLUMN
BOLTS (8 PLACES)
1’-11"*
* TO BE FIELD VERIFIED BY CONTRACTOR
2’-8" 2’-0"
1’-0"
1’-8"
4"
1’-6�"
4"
2’-2�"*
SPAN 12
1�" (TYP.)
(8 PLACES) (TYP.)
(8 PLACES) (TYP.)
3" (TYP.)
BEARING REHABILITATION
GIRDER
GIRDER
GIRDER
GIRDER
BEVELED LOAD PLATE (TYP.)
1’-11"*2’-2�"*
END DIAPHRAGM
BOTTOM OF
FLOOR BEAM
PROPOSED BEARING STIFFENER (TYP.)
SUGGESTED POSSIBLE JACKING METHOD (TYP.)
B
-
EXISTING BEARING NORTH GIRDER
END DIAPHRAGM
7�"
1"
3" 3"
7"
1"
GIRDER HOLE PATTERN
SCALE: 1�" = 1’-0"
SPAN 11
PIER 11
SPAN 11 SPAN 12SPAN 11
PIER 11
PIER 11 SPAN 11
PIER 11 SPAN 12
PIER 11 EXISTING BEARINGS
{ PIER 11
SPAN 11
SPAN 11
EXISTING BEARING SOUTH GIRDER SIMILAR
4"
SEE SUBSET #06
EXISTING DRAIN PIPE TO BE REMOVED AND RESET
I-95 NB OVER THAMES RIVER, RAILROADS,
- -
-
-
-
- -
- - -
- - - -
- - -
- - -
- - - - 094-256NEW LONDONGROTON
GOLD STAR MEMORIAL BRIDGER. MORESI
& LOCAL ROADS - BRIDGE #03819
B. MAHALINGAM/M. NAFIS
PIER NO. 11
S-BR11
TYPICAL TOP VIEW OF GIRDER
BEVELED LOAD PLATE (TYP.)
BEARING REHABILITATION
PROPOSED BEARING
PROPOSED BEARING
SPAN 12 SOUTH BEARING SIMILARSPAN 11 SOUTH BEARING SIMILAR
1"|
STEEL KEEPER (TYP.)
STEEL KEEPER (TYP.)
STEEL KEEPER (TYP.)
STEEL KEEPER (TYP.)
FRONT VIEW FRONT VIEW
STIFFENER
BEARING
JACKING
PROPOSED
I-95 NB OVER THAMES RIVER, RAILROADS,
FINAL DESIGN REVIEW
DESIGNER/DRAFTER:
CHECKED BY:
PROJECT TITLE: TOWN:
DRAWING TITLE:
PROJECT NO.
DRAWING NO.
SHEET NO.
Filename:SHEET NO.REVISION DESCRIPTIONDATEREV.
DEPARTMENT OF TRANSPORTATION
STATE OF CONNECTICUT
OF WORK WHICH WILL BE REQUIRED.
THE CONDITIONS OF ACTUAL QUANTITIES
IN NO WAY WARRANTED TO INDICATE
INVESTIGATIONS BY THE STATE AND IS
SHEETS IS BASED ON LIMITED
QUANTITIES OF WORK, SHOWN ON THESE
THE INFORMATION, INCLUDING ESTIMATED
SCALE AS NOTED
9/18/2017
BLOCK:
SIGNATURE/
...\SB_MSH_0094_0256_BRG-11.dgnPlotted Date:
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ATI
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SCALE: �" = 1’-0"
SCALE: �" = 1’-0" SCALE: �" = 1’-0"
PROPOSED PIER CAP PLAN
A
-
B
-
SCALE: �" = 1’-0"
CONNECTICUT
COORDINATE GRID
SPAN 12
SPAN 12
{ BEARING
{ BEARING
{ BEARING
{ BEARING
A
-
PLAN DETAIL - NORTH COLUMN B
-
PLAN DETAIL - SOUTH COLUMN
SUGGESTED POSSIBLE JACKING METHOD
GIRDER
GIRDER
GIRDERGIRDER
BEVELED SOLE PLATE
STAINLESS STEEL SHIM
SCALE: 1" = 1’-0"
END DIAPHRAGM
STAINLESS STEEL SHIM
SCALE: 1" = 1’-0"
BEVELED SOLE PLATE
PROPOSED JACKING BEARING STIFFENER (TYP.)
SPAN 11
PIER 11
CONNECTICUT
COORDINATE GRID
SPAN 12 SPAN 11
{ PIER 11
SPAN 11
NOTES:
A-A
-
B-B
-
PROPOSED BEARINGS SOUTH GIRDERS SIMILAR
PROPOSED BEARINGS NORTH GIRDERS
A-A
-
PROPOSED SPAN 11 NORTH BEARING B-B
-
PROPOSED SPAN 12 NORTH BEARING
REINFORCEMENT.
SEE DRAWING S-BR07 FOR TYPICAL PEDESTAL 2.
SEE DRAWING S-BD1 FOR ALL BEARING INFORMATION.1.
STIFFENER
BEARING
JACKING
PROPOSED
STIFFENER
BEARING
JACKING
PROPOSED
�"SEAL WELD
�"SEAL WELD
- -
-
-
-
- -
- - -
- - - -
- - -
- - -
- - - - 094-256NEW LONDONGROTON
GOLD STAR MEMORIAL BRIDGER. MORESI
& LOCAL ROADS - BRIDGE #03819
B. MAHALINGAM/M. NAFIS
PIER NO. 11
S-BR12
BEARING REHABILITATION
�"SEAL WELD
�"SEAL WELD
EXISTING ANCHOR BOLT (TYP.)
SOUTH ELEVATION SIMILAR
NORTH ELEVATION SHOWN
PROPOSED BEARING INSTALLATION
I-95 NB OVER THAMES RIVER, RAILROADS,
FINAL DESIGN REVIEW
DESIGNER/DRAFTER:
CHECKED BY:
PROJECT TITLE: TOWN:
DRAWING TITLE:
PROJECT NO.
DRAWING NO.
SHEET NO.
Filename:SHEET NO.REVISION DESCRIPTIONDATEREV.
DEPARTMENT OF TRANSPORTATION
STATE OF CONNECTICUT
OF WORK WHICH WILL BE REQUIRED.
THE CONDITIONS OF ACTUAL QUANTITIES
IN NO WAY WARRANTED TO INDICATE
INVESTIGATIONS BY THE STATE AND IS
SHEETS IS BASED ON LIMITED
QUANTITIES OF WORK, SHOWN ON THESE
THE INFORMATION, INCLUDING ESTIMATED
SCALE AS NOTED
9/18/2017
BLOCK:
SIGNATURE/
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CONNECTICU
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SCALE: 1�" = 1’-0"
�"SEAL WELD
�"SEAL WELD
BEVELED SOLE PLATE
STAINLESS STEEL SHIMSTAINLESS STEEL SHIM
NOTES:
REINFORCEMENT.
SEE DRAWING NO. S-BR07 FOR TYPICAL PEDESTAL 2.
SEE DRAWING S-BD1 FOR ALL BEARING INFORMATION.1.
BEVELED SOLE PLATE
13
FINAL DESIGN REVIEW
DESIGNER/DRAFTER:
CHECKED BY:
PROJECT TITLE: TOWN:
DRAWING TITLE:
PROJECT NO.
DRAWING NO.
SHEET NO.
Filename:SHEET NO.REVISION DESCRIPTIONDATEREV.
DEPARTMENT OF TRANSPORTATION
STATE OF CONNECTICUT
OF WORK WHICH WILL BE REQUIRED.
THE CONDITIONS OF ACTUAL QUANTITIES
IN NO WAY WARRANTED TO INDICATE
INVESTIGATIONS BY THE STATE AND IS
SHEETS IS BASED ON LIMITED
QUANTITIES OF WORK, SHOWN ON THESE
THE INFORMATION, INCLUDING ESTIMATED
SCALE AS NOTED
9/18/2017
BLOCK:
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...\SB_MSH_0094_0256_BRG-13.dgnPlotted Date:
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- -
-
-
-
- -
- - -
- - - -
- - -
- - -
- - - - 094-256NEW LONDONGROTON
GOLD STAR MEMORIAL BRIDGER. MORESI
& LOCAL ROADS - BRIDGE #03819
B. MAHALINGAM/M. NAFIS
PIER CAP PLAN
SCALE: �" = 1’-0"
PIER NO. 13
WEST ELEVATION
SPAN 15
SPAN 14
CONNECTICUT
COORDINATE GRID
SPAN 13 SPAN 13 SPAN 15
PIER 13
SPAN 13
S-BR13
8" 7�"
SPAN 15 SPAN 13
SCALE: �" = 1’-0" SCALE: �" = 1’-0"
SCALE: �" = 1’-0"
A
-
C
-
B
-
SOUTH ELEVATIONNORTH ELEVATION
B
-SIMILAR TO
CONNECTICUT
COORDINATE GRID
C
-
PLAN DETAIL - SOUTH COLUMNA
-
PLAN DETAIL - NORTH COLUMN
EXISTING BEARINGS TO REMAIN
SCALE: 1" = 1’-0"
PIER 13 EXISTING BEARING
2’-8" 2’-0"
1’-0"
1’-8"
�"�"
2�"
5"
4"
1’-3�"
3�"
* TO BE FIELD VERIFIED BY CONTRACTOR
1’-11"*
TOWARDS { OF ROADWAY
SPAN 14
SPAN 13
{ PIER 13
3" (TYP.)
1" (TYP.)
8’-0"
6’-0"
6’-0"
8’-0"
REMOVE WELDED PLATE
REMOVE WELDED PLATE
BEARING REHABILITATION
END DIAPHRAGM
BOTTOM OF
FLOOR BEAM
PIER 13
B
-
EXISTING BEARINGS NORTH GIRDER
EXISTING BEARINGS SOUTH GIRDER SIMILAR
SEE SUBSET 6
EXISTING DRAIN PIPE (NORTH COLUMN ONLY)
I-95 NB OVER THAMES RIVER, RAILROADS,
13
GUSSET PLATE
W8x40
(4)-L4x3�x�
6 #6 BARS
REINFORCING BAR
DRILL AND GROUT
�"
6 #6 BARS
REINFORCING BAR
DRILL AND GROUT
FINAL DESIGN REVIEW
DESIGNER/DRAFTER:
CHECKED BY:
PROJECT TITLE: TOWN:
DRAWING TITLE:
PROJECT NO.
DRAWING NO.
SHEET NO.
Filename:SHEET NO.REVISION DESCRIPTIONDATEREV.
DEPARTMENT OF TRANSPORTATION
STATE OF CONNECTICUT
OF WORK WHICH WILL BE REQUIRED.
THE CONDITIONS OF ACTUAL QUANTITIES
IN NO WAY WARRANTED TO INDICATE
INVESTIGATIONS BY THE STATE AND IS
SHEETS IS BASED ON LIMITED
QUANTITIES OF WORK, SHOWN ON THESE
THE INFORMATION, INCLUDING ESTIMATED
SCALE AS NOTED
9/18/2017
BLOCK:
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...\SB_MSH_0094_0256_BRG-14.dgnPlotted Date:
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- -
-
-
-
- -
- - -
- - - -
- - -
- - -
- - - - 094-256NEW LONDONGROTON
GOLD STAR MEMORIAL BRIDGER. MORESI
& LOCAL ROADS - BRIDGE #03819
B. MAHALINGAM/M. NAFIS
PIER NO. 13
S-BR14
CONNECTICUT
COORDINATE GRID
SCALE: �" = 1’-0"SCALE: �" = 1’-0"
SCALE: �" = 1’-0"
TOP OF PIER
PIER COLUMN
F
-
SCALE: 3" = 1’-0"
SCALE: 1�" = 1’-0"
SPAN 15 BEARING
6 #6 BARS
8 #6 BARS
8 #6 BARS
GIRDER END
12" (TYP.)
2" (TYP.)
PROVIDE KEEPER (TYP.)
PROVIDE KEEPER (TYP.)
A
-
B
-
E
-
RESTRAINER DETAIL
F
-
SECTION OF CROSS BRACE
CONNECTICUT
COORDINATE GRID
PIER 13
SPAN 14
SPAN 13
PROPOSED PIER CAP PLANSCALE: �" = 1’-0"
B
-
PLAN DETAIL - SOUTH COLUMNA
-
PLAN DETAIL - NORTH COLUMN
SPAN 14
SPAN 13
{ PIER 13
STEEL KEEPER
SOLE PLATE
�"
�"
INSTALL KEEPER SYSTEM (TYP.)
INSTALL KEEPER SYSTEM (TYP.)
{ GIRDER, SPAN 13
{ GIRDER, SPAN 13
{ GIRDER, SPAN 14 { GIRDER, SPAN 14
EXISTING SOLE PLATE (TYP.)
�"
BEARING REHABILITATION
SCALE: �" = 1’-0"
TOP OF PIER
PIER COLUMN
F
-
SPAN 15 BEARING
GIRDER END
12" (TYP.)
2" (TYP.)
FRONT ELEVATION NORTH KEEPER FRONT ELEVATION SOUTH KEEPER
7�"
�"
I-95 NB OVER THAMES RIVER, RAILROADS,
6 #6 BARS
4’-6"4’-6"
3’-7" 3’-7"
DRILLED HOLE PATTERN
SCALE: �" = 1’-0"
SOUTH KEEPER SHOWN, NORTH KEEPER SIMILAR
E
-
E
-
FINAL DESIGN REVIEW
DESIGNER/DRAFTER:
CHECKED BY:
PROJECT TITLE: TOWN:
DRAWING TITLE:
PROJECT NO.
DRAWING NO.
SHEET NO.
Filename:SHEET NO.REVISION DESCRIPTIONDATEREV.
DEPARTMENT OF TRANSPORTATION
STATE OF CONNECTICUT
OF WORK WHICH WILL BE REQUIRED.
THE CONDITIONS OF ACTUAL QUANTITIES
IN NO WAY WARRANTED TO INDICATE
INVESTIGATIONS BY THE STATE AND IS
SHEETS IS BASED ON LIMITED
QUANTITIES OF WORK, SHOWN ON THESE
THE INFORMATION, INCLUDING ESTIMATED
SCALE AS NOTED
9/18/2017
BLOCK:
SIGNATURE/
...\SB_MSH_0094_0256_BRG-15.dgnPlotted Date:
CONNECTICU
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- -
-
-
-
- -
- - -
- - - -
- - -
- - -
- - - - 094-256NEW LONDONGROTON
GOLD STAR MEMORIAL BRIDGER. MORESI
& LOCAL ROADS - BRIDGE #03819
B. MAHALINGAM/M. NAFIS
PIER CAP PLAN
SCALE: �" = 1’-0"
PIER NO. 15
WEST ELEVATION
SPAN 16
SPAN 16
CONNECTICUT
COORDINATE GRID
SPAN 15 SPAN 15 SPAN 16
PIER 15
SPAN 15
S-BR15
SCALE: 1" = 1’-0"
PIER 15 EXISTING BEARINGS
5�"
6�"
3’-2" 1’-8"
4"
4�"
1’-0"1’-8"
�"
�"
2�"
1’-7�"
SCALE: �" = 1’-0"
SCALE: �" = 1’-0"
SPAN 16 SPAN 15
A
-
B
-
NORTH ELEVATION SOUTH ELEVATIONA
-
PLAN DETAIL - NORTH COLUMN
7’-8"
5’-8"
B
-SIMILAR TO
A
-SIMILAR TO
CONNECTICUT
COORDINATE GRID
SOLE AND MASONRY PLATES (TYP.)
REMOVE EXISTING BEARING,
{ PIER
PIERS 17 & 19 SIMILAR
PIER 15 SHOWN
2’-8" 2’-0"
1’-0"
1’-8"
4"
1’-6�"
4"
2’-2�"*
PIER 15 SPAN 15
PIER 15 SPAN 16
(8 PLACES) (TYP.)
3" (TYP.)
1" (TYP.)2’-0"*
* DIMENSION TO BE FIELD VERIFIED BY CONTRACTOR
BEARING REHABILITATION
END DIAPHRAGMBOTTOM OF
FLOOR BEAM
SUGGESTED POSSIBLE JACKING METHOD
GIRDER
GIRDER
7"
1"
1"
7�"
3" 3"
7�"
3" 3"
1"
7"
1"
SPAN 15 GIRDER BOLT HOLE PATTERN
SPAN 16 GIRDER BOLT HOLE PATTERNSCALE: 1�" = 1’-0"
SCALE: 1�" = 1’-0"
SOUTH PLAN SIMILAR
B
-
EXISTING BEARINGS NORTH GIRDERSEXISTING BEARING SOUTH GIRDERS SIMILAR
PIER 15
PROPOSED JACKING BEARING STIFFENER (TYP.)
BEVELED LOAD PLATE (TYP.)
2’-2�"*
2’-0"*
SEE SUBSET 06
EXISTING DRAIN PIPE TO BE REMOVED AND RESET
I-95 NB OVER THAMES RIVER, RAILROADS,
SPAN 16 SOUTH BEARING SIMILARSPAN 15 SOUTH BEARING SIMILAR
FINAL DESIGN REVIEW
DESIGNER/DRAFTER:
CHECKED BY:
PROJECT TITLE: TOWN:
DRAWING TITLE:
PROJECT NO.
DRAWING NO.
SHEET NO.
Filename:SHEET NO.REVISION DESCRIPTIONDATEREV.
DEPARTMENT OF TRANSPORTATION
STATE OF CONNECTICUT
OF WORK WHICH WILL BE REQUIRED.
THE CONDITIONS OF ACTUAL QUANTITIES
IN NO WAY WARRANTED TO INDICATE
INVESTIGATIONS BY THE STATE AND IS
SHEETS IS BASED ON LIMITED
QUANTITIES OF WORK, SHOWN ON THESE
THE INFORMATION, INCLUDING ESTIMATED
SCALE AS NOTED
9/18/2017
BLOCK:
SIGNATURE/
...\SB_MSH_0094_0256_BRG-16.dgnPlotted Date:
CONNECTICU
T
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- -
-
-
-
- -
- - -
- - - -
- - -
- - -
- - - - 094-256NEW LONDONGROTON
GOLD STAR MEMORIAL BRIDGER. MORESI
& LOCAL ROADS - BRIDGE #03819
B. MAHALINGAM/M. NAFIS
PIER NO. 15
S-BR16
CONNECTICUT
COORDINATE GRID
SCALE: �" = 1’-0"
SCALE: �" = 1’-0"
SPAN 16 SPAN 15
PROPOSED PIER CAP PLAN
A
-
SCALE: �" = 1’-0"
STIFFENER
BEARING
JACKING
PROPOSED
STIFFENER
BEARING
JACKING
PROPOSED
A
-
PLAN DETAIL - NORTH COLUMN
{ BEARING
{ BEARING
{ GIRDER
{ GIRDER
PIERS 17 & 19 SIMILAR
PIER 15 SHOWN
BEVELED LOAD PLATE
PROPOSED JACKING BEARING STIFFENER (TYP.)
BEARING REHABILITATION
PROPOSED BEARINGS NORTH GIRDERPROPOSED BEARING SOUTH GIRDER SIMILAR
SOUTH COLUMN SIMILAR
STAINLESS STEEL SHIM
SCALE: 1" = 1’-0"
BEVELED SOLE PLATE
SCALE: 1�" = 1’-0"AND WASHERS (8 PLACES)
(8 PLACES)
BOLTS AND WASHERS
STAINLESS STEEL SHIM
SCALE: 1" = 1’-0"
BEVELED SOLE PLATE
�"SEAL WELD
�"SEAL WELD
LOAD PLATE
BEVELED
NOTES:
PROPOSED BEARING
�"SEAL WELD
STIFFENER
BEARING
JACKING
PROPOSED
STIFFENER
BEARING
JACKING
PROPOSED
PROPOSED BEARING
B-B
-
SPAN 15
{ BEARING
SPAN 16
{ BEARING
STEEL KEEPER (TYP.)
STEEL KEEPERSTEEL KEEPER
PROPOSED BEARINGS NORTH GIRDERS ELEVATION
B-B
-
PROPOSED SPAN 16 NORTH BEARING
FRONT VIEW A-A
-
PROPOSED SPAN 15 NORTH BEARING
FRONT VIEW
A-A
-
REINFORCEMENT.
SEE DRAWING NO. S-BR07 FOR TYPICAL PEDESTAL 2.
SEE DRAWING S-BD1 FOR ALL BEARING INFORMATION.1.
I-95 NB OVER THAMES RIVER, RAILROADS,
�"SEAL WELD
�"SEAL WELD
BEVELED SOLE PLATE
BEVELED SOLE PLATE
STAINLESS STEEL SHIM
STAINLESS STEEL SHIM
(8 PLACES)
PROPOSED BEARINGS SOUTH GIRDERS SIMILAR
16
FINAL DESIGN REVIEW
DESIGNER/DRAFTER:
CHECKED BY:
PROJECT TITLE: TOWN:
DRAWING TITLE:
PROJECT NO.
DRAWING NO.
SHEET NO.
Filename:SHEET NO.REVISION DESCRIPTIONDATEREV.
DEPARTMENT OF TRANSPORTATION
STATE OF CONNECTICUT
OF WORK WHICH WILL BE REQUIRED.
THE CONDITIONS OF ACTUAL QUANTITIES
IN NO WAY WARRANTED TO INDICATE
INVESTIGATIONS BY THE STATE AND IS
SHEETS IS BASED ON LIMITED
QUANTITIES OF WORK, SHOWN ON THESE
THE INFORMATION, INCLUDING ESTIMATED
SCALE AS NOTED
9/18/2017
BLOCK:
SIGNATURE/
...\SB_MSH_0094_0256_BRG-17.dgnPlotted Date:
CONNECTICU
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- -
-
-
-
- -
- - -
- - - -
- - -
- - -
- - - - 094-256NEW LONDONGROTON
GOLD STAR MEMORIAL BRIDGER. MORESI
& LOCAL ROADS - BRIDGE #03819
B. MAHALINGAM/M. NAFIS
PIER CAP PLAN
SCALE: �" = 1’-0"
PIER NO. 16
WEST ELEVATION
SPAN 17
SPAN 17
CONNECTICUT
COORDINATE GRID
SPAN 16 SPAN 16 SPAN 17
PIER 16
SPAN 16
S-BR17
SCALE: 1" = 1’-0"
PIER 16 EXISTING BEARING
6"
1’-8"
6"
2’-8"
3’-6"4’-2"
1’-6"
2’-4"
9�"
4�"
�"
10�"
SCALE: �" = 1’-0"
SCALE: �" = 1’-0"
B
-
A
-
NORTH ELEVATION SOUTH ELEVATION
PIER 18 & 20 SIMILAR
PIER 16 SHOWN
CONNECTICUT
COORDINATE GRID
A
-
PLAN DETAIL - NORTH COLUMN
7’-8"
5’-8"
TOWARDS { OF ROADWAY
{ GIRDER
1�" (TYP.)
3" (TYP.)
REMOVE WELDED PLATE
REMOVE WELDED PLATE
BEARING REHABILITATION
END DIAPHRAGMBOTTOM OF
FLOOR BEAM
PIER 16
B
-
EXISTING BEARING NORTH GIRDER
SOUTH COLUMN SIMILAR
EXISTING BEARING SOUTH GIRDER SIMILAR
9"
EXISTING DRAIN (TO REMAIN)
I-95 NB OVER THAMES RIVER, RAILROADS,
GUSSET PLATE
W8x40
(4)-L4x3�x�
6 #6 BARS
REINFORCING BAR
DRILL AND GROUT
�"
6 #6 BARS
REINFORCING BAR
DRILL AND GROUT
{ PIER 16
SPAN 16
SPAN 17
FINAL DESIGN REVIEW
DESIGNER/DRAFTER:
CHECKED BY:
PROJECT TITLE: TOWN:
DRAWING TITLE:
PROJECT NO.
DRAWING NO.
SHEET NO.
Filename:SHEET NO.REVISION DESCRIPTIONDATEREV.
DEPARTMENT OF TRANSPORTATION
STATE OF CONNECTICUT
OF WORK WHICH WILL BE REQUIRED.
THE CONDITIONS OF ACTUAL QUANTITIES
IN NO WAY WARRANTED TO INDICATE
INVESTIGATIONS BY THE STATE AND IS
SHEETS IS BASED ON LIMITED
QUANTITIES OF WORK, SHOWN ON THESE
THE INFORMATION, INCLUDING ESTIMATED
SCALE AS NOTED
9/18/2017
BLOCK:
SIGNATURE/
...\SB_MSH_0094_0256_BRG-18.dgnPlotted Date:
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- -
-
-
-
- -
- - -
- - - -
- - -
- - -
- - - - 094-256NEW LONDONGROTON
GOLD STAR MEMORIAL BRIDGER. MORESI
& LOCAL ROADS - BRIDGE #03819
B. MAHALINGAM/M. NAFIS
PIER NO. 16
S-BR18
CONNECTICUT
COORDINATE GRID
SCALE:�" = 1’-0" SCALE:�" = 1’-0"
SCALE: 3" = 1’-0"
SCALE: 1�" = 1’-0"
TOP OF PIER
PIER COLUMN
F
-
SCALE: �" = 1’-0"
2" (TYP.)
12" (TYP.)
PROVIDE KEEPER (TYP.)
PROVIDE KEEPER (TYP.)
DRILL AND GROUT
3 #6 BARS
6 #6 BARS
8 #6 BARS
DRILL AND GROUT
3 #6 BARS
8 #6 BARS
FIXED BEARING
E
-
RESTRAINER DETAIL
F
-
SECTION OF CROSS BRACE
PROPOSED PIER CAP PLAN
SCALE: �" = 1’-0"
A
-
B
-
PIER 18 & 20 SIMILAR
PIER 16 SHOWN
STEEL KEEPER
SOLE PLATE
�"
1’-1�"|
�"A
-
PLAN DETAIL - NORTH COLUMN B
-
PLAN DETAIL - SOUTH COLUMN
{ GIRDER{ GIRDER
�"
BEARING REHABILITATION
PIER COLUMN
F
-
SCALE: �" = 1’-0"
2" (TYP.)
12" (TYP.)
FIXED BEARING
TOP OF PIER
FRONT ELEVATION SOUTH KEEPERFRONT ELEVATION NORTH KEEPER
I-95 NB OVER THAMES RIVER, RAILROADS,
6 #6 BARS
4’-6" 4’-6"
4’-2"4’-2"
(TYP.)
FOR HOLE DRILL PATTERN, SEE DRAWIGN NO. S-BR09
E
-
E
-
FINAL DESIGN REVIEW
DESIGNER/DRAFTER:
CHECKED BY:
PROJECT TITLE: TOWN:
DRAWING TITLE:
PROJECT NO.
DRAWING NO.
SHEET NO.
Filename:SHEET NO.REVISION DESCRIPTIONDATEREV.
DEPARTMENT OF TRANSPORTATION
STATE OF CONNECTICUT
OF WORK WHICH WILL BE REQUIRED.
THE CONDITIONS OF ACTUAL QUANTITIES
IN NO WAY WARRANTED TO INDICATE
INVESTIGATIONS BY THE STATE AND IS
SHEETS IS BASED ON LIMITED
QUANTITIES OF WORK, SHOWN ON THESE
THE INFORMATION, INCLUDING ESTIMATED
SCALE AS NOTED
9/18/2017
BLOCK:
SIGNATURE/
...\SB_MSH_0094_0256_BRG-19.dgnPlotted Date:
CONNECTICU
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ATI
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- -
-
-
-
- -
- - -
- - - -
- - -
- - -
- - - - 094-256NEW LONDONGROTON
GOLD STAR MEMORIAL BRIDGER. MORESI
& LOCAL ROADS - BRIDGE #03819
B. MAHALINGAM/M. NAFIS
PIER CAP PLAN
SCALE: �" = 1’-0"
PIER NO. 21
WEST ELEVATION
SPAN 22
SPAN 22
CONNECTICUT
COORDINATE GRID
SPAN 21 SPAN 21 SPAN 22
PIER 21
SPAN 21
S-BR19
7’-10"
6’-8"
SCALE: �" = 1’-0"
SCALE: �" = 1’-0"
SPAN 22 SPAN 21
NORTH ELEVATION SOUTH ELEVATION
B
-
A
-
A
-
PLAN DETAIL - NORTH COLUMN
PIER 21 EXISTING TRUSS BEARING
SCALE: 1" = 1’-0"
3’-10"
2’-9"
2"
2"
2"
2’-1�" 4"4"
5’-0"
BEARING REHABILITATION
END DIAPHRAGM
PIER 21
SOUTH COLUMN SIMILAR
B
-
EXISTING BEARINGS NORTH GIRDER AND TRUSS
EXISTING BEARINGS SOUTH GIRDER AND TRUSS SIMILAR
3’-0"*
1’-11�"*
5"
6"*
10�"*
9"*
11"*
5"*
10"*10"*
* TO BE FIELD VERIFIED BY THE CONTRACTOR
5"
SEE SUBSET #06
FOR DETAILS OF PIER 21 GIRDER BRACE
I-95 NB OVER THAMES RIVER, RAILROADS,
10 PANELS @ 31.1’ = 311’
21
REINFORCING BAR
DRILL AND GROUT
(6) #6 BARS
FINAL DESIGN REVIEW
DESIGNER/DRAFTER:
CHECKED BY:
PROJECT TITLE: TOWN:
DRAWING TITLE:
PROJECT NO.
DRAWING NO.
SHEET NO.
Filename:SHEET NO.REVISION DESCRIPTIONDATEREV.
DEPARTMENT OF TRANSPORTATION
STATE OF CONNECTICUT
OF WORK WHICH WILL BE REQUIRED.
THE CONDITIONS OF ACTUAL QUANTITIES
IN NO WAY WARRANTED TO INDICATE
INVESTIGATIONS BY THE STATE AND IS
SHEETS IS BASED ON LIMITED
QUANTITIES OF WORK, SHOWN ON THESE
THE INFORMATION, INCLUDING ESTIMATED
SCALE AS NOTED
9/18/2017
BLOCK:
SIGNATURE/
...\SB_MSH_0094_0256_BRG-20.dgnPlotted Date:
CONNECTICU
T
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ATI
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- -
-
-
-
- -
- - -
- - - -
- - -
- - -
- - - - 094-256NEW LONDONGROTON
GOLD STAR MEMORIAL BRIDGER. MORESI
& LOCAL ROADS - BRIDGE #03819
B. MAHALINGAM/M. NAFIS
PIER NO. 21
S-BR20
CONNECTICUT
COORDINATE GRID
SCALE: �" = 1’-0"
�"
1’-1�"
SCALE: 3" = 1’-0"
TOP OF PIER
PIER COLUMN
SCALE: �" = 1’-0"
2" (TYP.)
12" (TYP.)FRONT ELEVATION KEEPER
DRILL AND GROUT
(6) #6 BARS
PROVIDE KEEPER (TYP.)
PIER 21 SHOWN, PIER 32 SIMILAR
SCALE: �" = 1’-0"
PROPOSED PIER CAP PLAN
A
-
�"
4�"
SCALE: 3" = 1’-0"
F
-
LOWER RESTRAINER DETAIL
E
-
UPPER RESTRAINER DETAIL
A
-
PLAN DETAIL - NORTH COLUMN
BEARING REHABILITATION
SOUTH COLUMN SIMILAR
6’-0"
5�"
{ BEARING1’-10"
2’-9�"
2�"
(4) #6 BARS
1’-4�"
I-95 NB OVER THAMES RIVER, RAILROADS,
{ BEARING
3�"
9"
18 EQ. SP. =4’-7�"
LENGTH VARIES
(12) #6 BARS, EQ. SPACED
3 EQ. SP. =1’-3�"
DRILL HOLE PATTERN
SCALE: �" = 1’-0"
(SOUTH KEEPER SIMILAR)
NORTH KEEPER SHOWN
9�"
E
-
F
-
FINAL DESIGN REVIEW
DESIGNER/DRAFTER:
CHECKED BY:
PROJECT TITLE: TOWN:
DRAWING TITLE:
PROJECT NO.
DRAWING NO.
SHEET NO.
Filename:SHEET NO.REVISION DESCRIPTIONDATEREV.
DEPARTMENT OF TRANSPORTATION
STATE OF CONNECTICUT
OF WORK WHICH WILL BE REQUIRED.
THE CONDITIONS OF ACTUAL QUANTITIES
IN NO WAY WARRANTED TO INDICATE
INVESTIGATIONS BY THE STATE AND IS
SHEETS IS BASED ON LIMITED
QUANTITIES OF WORK, SHOWN ON THESE
THE INFORMATION, INCLUDING ESTIMATED
SCALE AS NOTED
9/18/2017
BLOCK:
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...\SB_MSH_0094_0256_BRG-21.dgnPlotted Date:
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- - -
- - - - 094-256NEW LONDONGROTON
GOLD STAR MEMORIAL BRIDGER. MORESI
& LOCAL ROADS - BRIDGE #03819
B. MAHALINGAM/M. NAFIS
PIER CAP PLAN
SCALE: �" = 1’-0"
PIER NO. 22
WEST ELEVATION
SPAN 23
SPAN 23
CONNECTICUT
COORDINATE GRID
SPAN 22 SPAN 22 SPAN 23
PIER 22
SPAN 22
S-BR21
CONNECTICUT
COORDINATE GRID
8’-0"
9’-6"
SCALE: �" = 1’-0"
SCALE: �" = 1’-0"
A
-
B
-
NORTH ELEVATION SOUTH ELEVATION
PIERS 24, 29, & 31 SIMILAR
EXISTING PIER POST TENSIONING (TO REMAIN)
EXISTING BEARING (TO REMAIN)
SCALE: �" = 1’-0"
PIERS 24, 29, & 31 SIMILAR
PIER 22 EXISTING BEARINGS
6’-8" 6’-0"
A
-
PLAN DETAIL - NORTH COLUMN
BEARING REHABILITATION
END DIAPHRAGM
PIER 22
B
-
EXISTING BEARING NORTH TRUSSEXISTING BEARING SOUTH TRUSS SIMILAR
SOUTH COLUMN SIMILAR
PIERS 24, 29, AND 31 SIMILAR
PIER 22 SHOWN* TO BE FIELD VERIFIED BY CONTRACTOR
4’-0"*
4’-10"1’-11�"
3"
8"
2’-1�"
1’-3"
11"*
2’-7�"
EXISTING DRAIN (TO REMAIN)
1’-8�"*
I-95 NB OVER THAMES RIVER, RAILROADS,
- -
-
-
-
- -
- - -
- - - -
- - -
- - -
- - - - 094-256NEW LONDONGROTON
GOLD STAR MEMORIAL BRIDGER. MORESI
& LOCAL ROADS - BRIDGE #03819
B. MAHALINGAM/M. NAFIS
PIER NO. 22
S-BR22
CONNECTICUT
COORDINATE GRID
FINAL DESIGN REVIEW
DESIGNER/DRAFTER:
CHECKED BY:
PROJECT TITLE: TOWN:
DRAWING TITLE:
PROJECT NO.
DRAWING NO.
SHEET NO.
Filename:SHEET NO.REVISION DESCRIPTIONDATEREV.
DEPARTMENT OF TRANSPORTATION
STATE OF CONNECTICUT
OF WORK WHICH WILL BE REQUIRED.
THE CONDITIONS OF ACTUAL QUANTITIES
IN NO WAY WARRANTED TO INDICATE
INVESTIGATIONS BY THE STATE AND IS
SHEETS IS BASED ON LIMITED
QUANTITIES OF WORK, SHOWN ON THESE
THE INFORMATION, INCLUDING ESTIMATED
SCALE AS NOTED
9/18/2017
BLOCK:
SIGNATURE/
...\SB_MSH_0094_0256_BRG-22.dgnPlotted Date:
CONNECTICU
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SCALE: �" = 1’-0"
A
-
SCALE: �" = 1’-0"
PROPOSED PIER CAP PLAN
PIERS 24, 29, & 31 SIMILAR
PIER 22 SHOWN
A
-
PLAN DETAIL - NORTH COLUMN
BEARING REHABILITATION
SOUTH COLUMN SIMILAR
PROPOSED KEEPER ELEVATIONPROPOSED SOUTH KEEPER SIMILAR
SCALE: �" = 1’-0"
(6) EQ. SPACED #6 U-BARS
(5) EQ. SPACED #6 U-BARS
3 EQ. SPACED #6 U-BARS
2" MIN COVER (TYP.)
DRILL AND GROUTED
6 EQ. SPACED #5 U-BARS
DRILLED AND GROUTED
3 EQ. SPACED #7 U-BARS
DRILLED AND GROUTED
3 EQ. SPACED #7 U-BARS
1’-0"
DRILL AND GROUT (TYP.)
�"
1’-5"
4’-2"
1’-5"
6’-1�"
6’-�"
3�"
2" MIN. COVER (TYP.)
5’-�"1’-1"
1’-6" 45° CHAMFER
LENGTH VARIES
3 EQ. SPACED #6 U-BARS
AT CENTER OF DRILLED HOLE
REBAR TO BE 1’-0" INTO CONCRETE
CROWNED FOR DRAINAGE
TOP OF CONCRETE PIER
I-95 NB OVER THAMES RIVER, RAILROADS,
SEE DETAIL E, DRAWING NO. S-BR20
SEE DETAIL F, DRAWING NO. S-BR20
SEE DRAWING NO. S-BR09 FOR HOLL DRILL PATTERN
FINAL DESIGN REVIEW
DESIGNER/DRAFTER:
CHECKED BY:
PROJECT TITLE: TOWN:
DRAWING TITLE:
PROJECT NO.
DRAWING NO.
SHEET NO.
Filename:SHEET NO.REVISION DESCRIPTIONDATEREV.
DEPARTMENT OF TRANSPORTATION
STATE OF CONNECTICUT
OF WORK WHICH WILL BE REQUIRED.
THE CONDITIONS OF ACTUAL QUANTITIES
IN NO WAY WARRANTED TO INDICATE
INVESTIGATIONS BY THE STATE AND IS
SHEETS IS BASED ON LIMITED
QUANTITIES OF WORK, SHOWN ON THESE
THE INFORMATION, INCLUDING ESTIMATED
SCALE AS NOTED
9/18/2017
BLOCK:
SIGNATURE/
...\SB_MSH_0094_0256_BRG-23.dgnPlotted Date:
CONNECTICU
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-
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- - -
- - - -
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- - - - 094-256NEW LONDONGROTON
GOLD STAR MEMORIAL BRIDGER. MORESI
& LOCAL ROADS - BRIDGE #03819
B. MAHALINGAM/M. NAFIS
PIER CAP PLAN
SCALE: �" = 1’-0"
PIER NO. 23
WEST ELEVATION
SPAN 24
SPAN 24
SCALE: �" = 1’-0"
CONNECTICUT
COORDINATE GRID
SPAN 23 SPAN 23 SPAN 24
PIER 23
SPAN 23
S-BR23
CONNECTICUT
COORDINATE GRID8’-0"
SPAN 24 SPAN 23
SCALE: �" = 1’-0"
A
-
B
-
NORTH ELEVATION SOUTH ELEVATION
PIER 30 SIMILAR
PIER 23 SHOWN
A
-
PLAN DETAIL - NORTH COLUMN
BEARING REHABILITATION
END DIAPHRAGM
PIER 23
B
-
EXISTING BEARINGS NORTH TRUSSEXISTING BEARINGS SOUTH TRUSS SIMILAR
SOUTH COLUMN SIMILAR
9’-6"
I-95 NB OVER THAMES RIVER, RAILROADS,
23
10 PANELS @ 31.1’ = 311’
23
6 #6 BARS
REINFORCING BAR
DRILL AND GROUT
FINAL DESIGN REVIEW
DESIGNER/DRAFTER:
CHECKED BY:
PROJECT TITLE: TOWN:
DRAWING TITLE:
PROJECT NO.
DRAWING NO.
SHEET NO.
Filename:SHEET NO.REVISION DESCRIPTIONDATEREV.
DEPARTMENT OF TRANSPORTATION
STATE OF CONNECTICUT
OF WORK WHICH WILL BE REQUIRED.
THE CONDITIONS OF ACTUAL QUANTITIES
IN NO WAY WARRANTED TO INDICATE
INVESTIGATIONS BY THE STATE AND IS
SHEETS IS BASED ON LIMITED
QUANTITIES OF WORK, SHOWN ON THESE
THE INFORMATION, INCLUDING ESTIMATED
SCALE AS NOTED
9/18/2017
BLOCK:
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...\SB_MSH_0094_0256_BRG-24.dgnPlotted Date:
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- -
-
-
-
- -
- - -
- - - -
- - -
- - -
- - - - 094-256NEW LONDONGROTON
GOLD STAR MEMORIAL BRIDGER. MORESI
& LOCAL ROADS - BRIDGE #03819
B. MAHALINGAM/M. NAFIS
PIER NO. 23
S-BR24
CONNECTICUT
COORDINATE GRID
�"
1’-5�"
SCALE: 3" = 1’-0"
PIER COLUMN
SCALE: �" = 1’-0"
2" (TYP.)
12" (TYP.)
FRONT ELEVATION KEEPER
TOP OF PIER
SIMILARPIER 23 SHOWN, PIER 30
SCALE: �" = 1’-0"
PROPOSED PIER CAP PLAN
A
-
A
-SIMILAR TO
SPAN 24
SPAN 23
PIER 23
E
-
RESTRAINER DETAIL
BEARING REHABILITATION
DRAWING NO. S-BR20
"LOWER RESTRAINER DETAIL"
LOWER RESTRAINER SIMILAR TO
SCALE: �" = 1’-0"
A
-
PLAN DETAIL - NORTH COLUMN
PROVIDE KEEPER (TYP.)
6’-0"
1’-2�"
5’-9�"
1’-2�"
5�"
1’-10"
5�"
5�"
1’-10"
5�"
2’-10�"
4�"
I-95 NB OVER THAMES RIVER, RAILROADS,
SEE DRAWING NO. S-BR20 FOR REBAR REINFORCEMENT AND DRILL HOLE PATTERN
E
-
FINAL DESIGN REVIEW
DESIGNER/DRAFTER:
CHECKED BY:
PROJECT TITLE: TOWN:
DRAWING TITLE:
PROJECT NO.
DRAWING NO.
SHEET NO.
Filename:SHEET NO.REVISION DESCRIPTIONDATEREV.
DEPARTMENT OF TRANSPORTATION
STATE OF CONNECTICUT
OF WORK WHICH WILL BE REQUIRED.
THE CONDITIONS OF ACTUAL QUANTITIES
IN NO WAY WARRANTED TO INDICATE
INVESTIGATIONS BY THE STATE AND IS
SHEETS IS BASED ON LIMITED
QUANTITIES OF WORK, SHOWN ON THESE
THE INFORMATION, INCLUDING ESTIMATED
SCALE AS NOTED
9/18/2017
BLOCK:
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...\SB_MSH_0094_0256_BRG-25.dgnPlotted Date:
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- -
-
-
-
- -
- - -
- - - -
- - -
- - -
- - - - 094-256NEW LONDONGROTON
GOLD STAR MEMORIAL BRIDGER. MORESI
& LOCAL ROADS - BRIDGE #03819
B. MAHALINGAM/M. NAFIS
SCALE: �" = 1’-0"
PIER NO. 25
WEST ELEVATION
SPAN 26
SPAN 26
SCALE: �" = 1’-0"
CONNECTICUT
COORDINATE GRID
SPAN 25 SPAN 25 SPAN 26
PIER 25
SPAN 25
S-BR25
8" 8"
8’-6"
10’-6"
SCALE: �" = 1’-0"
NORTH ELEVATION SOUTH ELEVATION
PIER 28 SIMILAR
EXISTING PIER CAP PLAN
A
-
PLAN DETAIL
BEARING REHABILITATION
END DIAPHRAGM
PIER 25
B
-
EXISTING BEARINGS NORTH TRUSSEXISTING BEARINGS SOUTH TRUSS
3’-10"
3’-0"*
2’-4�"*
6"*
10�"*
5"*10"*10"*5"*
A
-
B
-
5’-0" 2’-9"
5’-6" 2’-11"
11"*
3’-�"*
3"
4"
3" 3" 3"
CONNECTICUT
COORDINATE GRID
3"
4’-�"
4"
3"
9"
1’-6�"*
SCALE: 1" = 1’-0"
PIER 28 SIMILAR
PIER 25 EXISTING BEARINGS
SPAN 24 BEARING
SPAN 25 BEARING
4�"*8"*
I-95 NB OVER THAMES RIVER, RAILROADS,
PIERS 21E, 25W, 28E, 32W
23
7 #6 BARS
REINFORCING BAR
DRILL AND GROUT
FINAL DESIGN REVIEW
DESIGNER/DRAFTER:
CHECKED BY:
PROJECT TITLE: TOWN:
DRAWING TITLE:
PROJECT NO.
DRAWING NO.
SHEET NO.
Filename:SHEET NO.REVISION DESCRIPTIONDATEREV.
DEPARTMENT OF TRANSPORTATION
STATE OF CONNECTICUT
OF WORK WHICH WILL BE REQUIRED.
THE CONDITIONS OF ACTUAL QUANTITIES
IN NO WAY WARRANTED TO INDICATE
INVESTIGATIONS BY THE STATE AND IS
SHEETS IS BASED ON LIMITED
QUANTITIES OF WORK, SHOWN ON THESE
THE INFORMATION, INCLUDING ESTIMATED
SCALE AS NOTED
9/18/2017
BLOCK:
SIGNATURE/
...\SB_MSH_0094_0256_BRG-26.dgnPlotted Date:
CONNECTICU
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- -
-
-
-
- -
- - -
- - - -
- - -
- - -
- - - - 094-256NEW LONDONGROTON
GOLD STAR MEMORIAL BRIDGER. MORESI
& LOCAL ROADS - BRIDGE #03819
B. MAHALINGAM/M. NAFIS
PIER NO. 25
S-BR26
CONNECTICUT
COORDINATE GRID
SCALE: �" = 1’-0"
SPAN 26
PIER 25
SPAN 25
SIMILAR TO
TOP OF PIER
PIER COLUMN
SCALE: �" = 1’-0"
2" (TYP.)
12" (TYP.)FRONT ELEVATION KEEPER
PROVIDE KEEPER (TYP.)
PIER 25 SHOWN; PIER 28 SIMILAR
�"
10"
SCALE: 3" = 1’-0"
SCALE: �" = 1’-0"
PROPOSED PIER CAP PLAN
A
-
A
-
E
-
RESTRAINER DETAIL
BEARING REHABILITATION
SOUTH KEEPER SIMILAR
A
-
PLAN DETAIL - NORTH COLUMN
I-95 NB OVER THAMES RIVER, RAILROADS,
SIMILAR TO DRAWING NO. S-BR20
6’-0"
1’-10"
5’-9�"
5�"
5�"
2�"
PATTERN AND REBAR REINFORCEMENT.
SEE DRAWING NO. S-BR20 FOR DRILLED HOLE 1.
NOTES:
SEE DRAWING NO. S-BR20 FOR REBAR REINFORCEMENT AND DRILL HOLE PATTERN
E
-
FINAL DESIGN REVIEW
DESIGNER/DRAFTER:
CHECKED BY:
PROJECT TITLE: TOWN:
DRAWING TITLE:
PROJECT NO.
DRAWING NO.
SHEET NO.
Filename:SHEET NO.REVISION DESCRIPTIONDATEREV.
DEPARTMENT OF TRANSPORTATION
STATE OF CONNECTICUT
OF WORK WHICH WILL BE REQUIRED.
THE CONDITIONS OF ACTUAL QUANTITIES
IN NO WAY WARRANTED TO INDICATE
INVESTIGATIONS BY THE STATE AND IS
SHEETS IS BASED ON LIMITED
QUANTITIES OF WORK, SHOWN ON THESE
THE INFORMATION, INCLUDING ESTIMATED
SCALE AS NOTED
9/18/2017
BLOCK:
SIGNATURE/
...\SB_MSH_0094_0256_BRG-27.dgnPlotted Date:
CONNECTICU
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- -
-
-
-
- -
- - -
- - - -
- - -
- - -
- - - - 094-256NEW LONDONGROTON
GOLD STAR MEMORIAL BRIDGER. MORESI
& LOCAL ROADS - BRIDGE #03819
B. MAHALINGAM/M. NAFIS
PIER CAP PLAN
SCALE: �" = 1’-0"
PIER NO. 26
WEST ELEVATION
A
3.XX
SPAN 27
SPAN 27
CONNECTICUT
COORDINATE GRID
SPAN 26 SPAN 26 SPAN 27PIER 26
SPAN 26
S-BR27
CONNECTICUT
COORDINATE GRID
SCALE:�" = 1’-0"
SCALE:�" = 1’-0"
12’-0"
14’-0"
SOUTH ELEVATIONNORTH ELEVATION
B
-
BEARING REHABILITATION
END DIAPHRAGM
PIER 26
(TO REMAIN)
EXISTING PIER TENSIONING
B
-
EXISTING BEARING NORTH TRUSS
EXISTING BEARING SOUTH TRUSS SIMILAR
PIER 27 SIMILAR
PIER 26 SHOWN
EXISTING BEARING (TO REMAIN)
A
-
PLAN DETAIL - NORTH COLUMN
SCALE: �" = 1’-0"
PIER 26 EXISTING BEARINGS
6’-5"
4’-11"*
* TO BE FIELD VERIFEID BY CONTRACTOR
8’-0"8’-0"
2’-9" 3’-10"
4’-1"
8"
1’-4"
I-95 NB OVER THAMES RIVER, RAILROADS,
REINFORCING BAR
DRILL AND GROUT
12 #6 BARS
FINAL DESIGN REVIEW
DESIGNER/DRAFTER:
CHECKED BY:
PROJECT TITLE: TOWN:
DRAWING TITLE:
PROJECT NO.
DRAWING NO.
SHEET NO.
Filename:SHEET NO.REVISION DESCRIPTIONDATEREV.
DEPARTMENT OF TRANSPORTATION
STATE OF CONNECTICUT
OF WORK WHICH WILL BE REQUIRED.
THE CONDITIONS OF ACTUAL QUANTITIES
IN NO WAY WARRANTED TO INDICATE
INVESTIGATIONS BY THE STATE AND IS
SHEETS IS BASED ON LIMITED
QUANTITIES OF WORK, SHOWN ON THESE
THE INFORMATION, INCLUDING ESTIMATED
SCALE AS NOTED
9/18/2017
BLOCK:
SIGNATURE/
...\SB_MSH_0094_0256_BRG-28.dgnPlotted Date:
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- -
-
-
-
- -
- - -
- - - -
- - -
- - -
- - - - 094-256NEW LONDONGROTON
GOLD STAR MEMORIAL BRIDGER. MORESI
& LOCAL ROADS - BRIDGE #03819
B. MAHALINGAM/M. NAFIS
PIER NO. 26
S-BR28
CONNECTICUT
COORDINATE GRID
SCALE: �" = 1’-0"
SIMILAR TOA
-
A
-
6 #6 REBAR
�"
3’-5�"
SCALE: 1�" = 1’-0"
TOP OF PIERPIER COLUMN
SCALE: �" = 1’-0"
12" (TYP.)FRONT ELEVATION KEEPER
E
-
RESTRAINER DETAIL
2" (TYP.)
BEARING REHABILITATION
8 #6 REBAR
PIER 27 SIMILAR
PIER 26 SHOWN
A
-
PLAN DETAIL - NORTH COLUMN
I-95 NB OVER THAMES RIVER, RAILROADS,
DRILL AND GROUT
8 #6 REBAR
1’-0"
7’-0"
1’-0"
9’-5�"
1’-6"
1’-6"
4’-0"
1’-6"
1’-6"
DRILL HOLE PATTERN
SCALE: �" = 1’-0"
(SOUTH KEEPER SIMILAR)
NORTH KEEPER SHOWN
7 EQ. SP. =7’-2�"10�"
1’-1�"
1’-1�"
1’-10�"
7 EQ. SP. =8’-6�"
3’-9�" 3 EQ. SP.
E
-
FINAL DESIGN REVIEW
DESIGNER/DRAFTER:
CHECKED BY:
PROJECT TITLE: TOWN:
DRAWING TITLE:
PROJECT NO.
DRAWING NO.
SHEET NO.
Filename:SHEET NO.REVISION DESCRIPTIONDATEREV.
DEPARTMENT OF TRANSPORTATION
STATE OF CONNECTICUT
OF WORK WHICH WILL BE REQUIRED.
THE CONDITIONS OF ACTUAL QUANTITIES
IN NO WAY WARRANTED TO INDICATE
INVESTIGATIONS BY THE STATE AND IS
SHEETS IS BASED ON LIMITED
QUANTITIES OF WORK, SHOWN ON THESE
THE INFORMATION, INCLUDING ESTIMATED
SCALE AS NOTED
9/18/2017
BLOCK:
SIGNATURE/
...\SB_MSH_0094_0256_BRG-29.dgnPlotted Date:
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- -
-
-
-
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- - -
- - - -
- - -
- - -
- - - - 094-256NEW LONDONGROTON
GOLD STAR MEMORIAL BRIDGER. MORESI
& LOCAL ROADS - BRIDGE #03819
B. MAHALINGAM/M. NAFIS
PIER CAP PLAN
PIER NO. 33
WEST ELEVATION
SPAN 34
SPAN 34
CONNECTICUT
COORDINATE GRID
SPAN 33 SPAN 33 SPAN 34
PIER 33
SPAN 33
S-BR29
CONNECTICUT
COORDINATE GRID
SCALE:�" = 1’-0"
SCALE:�" = 1’-0"
5’-8"
6’-2"
5’-8"
6’-2"
SCALE:�" = 1’-0"
SCALE:�" = 1’-0"
SPAN 34 SOUTH
SPAN 33 NORTH & SOUTH AND SPAN 34 NORTH
SCALE: 1" = 1’-0"
PIER 33 EXISTING BEARINGS
1’-10"
4" 4"
1’-0"
3"
1’-2�"
3�"
2’-8"
3" 3"
1’-0"
4"
1’-2�"
3�"
1’-10"
5" 5"
1’-10�"
4’-0"
3" 3"
B
-
D
-
C
-
A
-
NORTH ELEVATION SOUTH ELEVATION
BEARING REHABILITATION
END DIAPHRAGM
BOTTOM OF
FLOOR BEAM
D
-
EXISTING BEARING SOUTH GIRDER
SCALE: �" = 1’-0"
PIER 33
EXISTING BEARINGS (TO REMAIN) EXISTING BEARINGS (TO REMAIN)
1’-8�"*
1’-10"*
* TO BE FIELD VERIFIED BY CONTRACTOR
B
-
EXISTING BERING NORTH GIRDER
TOWARDS PIER CENTER
TOWARDS PIER CENTER
2�"
�"
PLATE
WELDED
EXISTING
REMOVE
PLATE
WELDED
EXISTING
REMOVE
A
-
PLAN DETAIL - NORTH COLUMN C
-
PLAN DETAIL - SOUTH COLUMN
PLATE
WELDED
EXISTING
REMOVE
PLATE
WELDED
EXISTING
REMOVE
{ PIER 33
SPAN 34
SPAN 33
40’-0" (TYP.)
(TO REMAIN)
DRAIN PIPE
EXISTING
(TO REMAIN)
DRAIN PIPE
EXISTING
I-95 NB OVER THAMES RIVER, RAILROADS,
1’-8�"
33
13
33
13
REINFORCING BAR
DRILL AND GROUT
�"
REINFORCING BAR
DRILL AND GROUT
10 #6 BARS10 #6 BARS
FINAL DESIGN REVIEW
DESIGNER/DRAFTER:
CHECKED BY:
PROJECT TITLE: TOWN:
DRAWING TITLE:
PROJECT NO.
DRAWING NO.
SHEET NO.
Filename:SHEET NO.REVISION DESCRIPTIONDATEREV.
DEPARTMENT OF TRANSPORTATION
STATE OF CONNECTICUT
OF WORK WHICH WILL BE REQUIRED.
THE CONDITIONS OF ACTUAL QUANTITIES
IN NO WAY WARRANTED TO INDICATE
INVESTIGATIONS BY THE STATE AND IS
SHEETS IS BASED ON LIMITED
QUANTITIES OF WORK, SHOWN ON THESE
THE INFORMATION, INCLUDING ESTIMATED
SCALE AS NOTED
9/18/2017
BLOCK:
SIGNATURE/
...\SB_MSH_0094_0256_BRG-30.dgnPlotted Date:
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- - -
- - - - 094-256NEW LONDONGROTON
GOLD STAR MEMORIAL BRIDGER. MORESI
& LOCAL ROADS - BRIDGE #03819
B. MAHALINGAM/M. NAFIS
PIER NO. 33
S-BR30
PROVIDE KEEPER (TYP.)
SCALE: �" = 1’-0"
SCALE: 3" = 1’-0"
2" (TYP.)
12" (TYP.)
TOP OF PIER
PIER COLUMN
SCALE: �" = 1’-0"
PROPOSED PIER CAP PLAN
CONNECTICUT
COORDINATE GRID
A
-
B
-
STEEL KEEPER
SOLE PLATE
�"
1’-6"|
�"
BEARING REHABILITATION
E
-
RESTRAINER DETAIL
�"
SCALE: �" = 1’-0"
2" (TYP.)
12" (TYP.)
TOP OF PIER
PIER COLUMN
SCALE: �" = 1’-0"
B
-
PLAN DETAIL - SOUTH COLUMN
SCALE: �" = 1’-0"
A
-
PLAN DETAIL - NORTH COLUMN
FRONT ELEVATION SOUTH KEEPERFRONT ELEVATION NORTH KEEPER
{ PIER 33
SPAN 34
SPAN 33
SPAN 34
SPAN 33
PIER 33
I-95 NB OVER THAMES RIVER, RAILROADS,
4’-4"
2’-2"
2’-2"
6’-4�"
3’-9�
"
(TYP.)
FOR REBAR AND HOLE DRILL LAYOUT, SEE DRAWING NO. S-BR14
E
-
E
-
(8 PLACES)
REMOVE EXISTING BOLTS
FINAL DESIGN REVIEW
DESIGNER/DRAFTER:
CHECKED BY:
PROJECT TITLE: TOWN:
DRAWING TITLE:
PROJECT NO.
DRAWING NO.
SHEET NO.
Filename:SHEET NO.REVISION DESCRIPTIONDATEREV.
DEPARTMENT OF TRANSPORTATION
STATE OF CONNECTICUT
OF WORK WHICH WILL BE REQUIRED.
THE CONDITIONS OF ACTUAL QUANTITIES
IN NO WAY WARRANTED TO INDICATE
INVESTIGATIONS BY THE STATE AND IS
SHEETS IS BASED ON LIMITED
QUANTITIES OF WORK, SHOWN ON THESE
THE INFORMATION, INCLUDING ESTIMATED
SCALE AS NOTED
9/18/2017
BLOCK:
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...\SB_MSH_0094_0256_BRG-31.dgnPlotted Date:
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- -
-
-
-
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- - -
- - - -
- - -
- - -
- - - - 094-256NEW LONDONGROTON
GOLD STAR MEMORIAL BRIDGER. MORESI
& LOCAL ROADS - BRIDGE #03819
B. MAHALINGAM/M. NAFIS
PIER CAP PLAN
SCALE: �" = 1’-0"
PIER NO. 34
WEST ELEVATION
SPAN 35
SPAN 35
CONNECTICUT
COORDINATE GRID
SPAN 34 SPAN 34 SPAN 35
PIER 34
SPAN 34
S-BR31
CONNECTICUT
COORDINATE GRID
SCALE:�" = 1’-0"
SCALE: 1" = 1’-0"
PIER 34 EXISTING BEARINGS
1’-0"
4"
1’-10"4’-0"
7�"4"
1’-5�"
4"
3"3"
1’-10�"
1’-10"
1"1�"
1"
�"�"2�"
1’-9"
4�"
4"
1’-6"
3"
4"
1’-10"3’-2"
6�"
1’-8�"
1’-8"
1’-0"
1’-8�"
2�"R
2�"R
NORTH PIER
SOUTH PIER
5" 5"
SCALE:�" = 1’-0"
B
-
D
-
C
-
A
-
NORTH ELEVATION SOUTH ELEVATION
BEARING REHABILITATION
END DIAPHRAGM
BOTTOM OF
FLOOR BEAM
PIER 34
8" 8"
9" 9"
2’-1�"* 2’-1�"*
2’-1"*2’-1"*
6’-2" 6’-2"
2’-1"*
2’-1�"*
* TO BE FIELD VERIFIED BY CONTRACTOR
A
-
PLAN DETAIL - NORTH COLUMN B
-
PLAN DETAIL - SOUTH COLUMN
SCALE: �" = 1’-0" SCALE: �" = 1’-0"
B
-
EXISTING BEARINGS NORTH GIRDER D
-
EXISTING BEARINGS SOUTH GIRDER
EXISTING BEARINGS TO BE REMOVED
EXISTING BEARINGS TO BE REMOVED
DRAIN PIPE TO BE REMOVED AND RESET
PROPOSED JACKING BEARING STIFFENER
PROPOSED JACKING BEARING STIFFENER
PROPOSED JACKING BEARING STIFFENERPROPOSED JACKING BEARING STIFFENER
BEVELED LOAD PLATE
BEVELED LOAD PLATE BEVELED LOAD PLATEBEVELED LOAD PLATE
(8 PLACES)
REMOVE EXISTING BOLTS
(8 PLACES)
REMOVE EXISTING BOLTS
(8 PLACES)
REMOVE EXISTING BOLTS
I-95 NB OVER THAMES RIVER, RAILROADS,
5’-8"5’-8"
FINAL DESIGN REVIEW
DESIGNER/DRAFTER:
CHECKED BY:
PROJECT TITLE: TOWN:
DRAWING TITLE:
PROJECT NO.
DRAWING NO.
SHEET NO.
Filename:SHEET NO.REVISION DESCRIPTIONDATEREV.
DEPARTMENT OF TRANSPORTATION
STATE OF CONNECTICUT
OF WORK WHICH WILL BE REQUIRED.
THE CONDITIONS OF ACTUAL QUANTITIES
IN NO WAY WARRANTED TO INDICATE
INVESTIGATIONS BY THE STATE AND IS
SHEETS IS BASED ON LIMITED
QUANTITIES OF WORK, SHOWN ON THESE
THE INFORMATION, INCLUDING ESTIMATED
SCALE AS NOTED
9/18/2017
BLOCK:
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...\SB_MSH_0094_0256_BRG-32.dgnPlotted Date:
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PROPOSED PIER CAP PLANSCALE: �" = 1’-0"
A
-
B
-
SPAN 35
PIER 34
SPAN 34
STIFFENER
BEARING
JACKING
PROPOSED
STIFFENER
BEARING
JACKING
PROPOSED
A
-
PLAN DETAIL - NORTH COLUMN
PROPOSED BEARINGS NORTH GIRDER
CONNECTICUT
COORDINATE GRID
CONNECTICUT
COORDINATE GRID
SCALE: �" = 1’-0"
SCALE: �" = 1’-0"
SCALE: 1" = 1’-0"
SCALE: 1" = 1’-0"
BEVELED SOLE PLATE
SCALE: 1" = 1’-0"
�"SEAL WELD
�"SEAL WELD
�"SEAL WELD
BEVELED SOLE PLATE
�"SEAL WELD
STAINLESS STEEL SHIM STAINLESS STEEL SHIM
1" CHAMFER (TYP.) 1" CHAMFER (TYP.)
NOTES:
STIFFENER
BEARING
JACKING
PROPOSED
STIFFENER
BEARING
JACKING
PROPOSED
B-B
-
A-A
-
B-B
-
PROPOSED SPAN 34 NORTH BEARING A-A
-
PROPOSED SPAN 35 NORTH BEARING
S-BR07.
FOR TYPICAL PEDESTAL REINFORCEMENT, SEE DRAWING NO 2.
SEE DRAWING S-BD1 FOR ALL BEARING INFORMATION.1.
- -
-
-
-
- -
- - -
- - - -
- - -
- - -
- - - - 094-256NEW LONDONGROTON
GOLD STAR MEMORIAL BRIDGER. MORESI
& LOCAL ROADS - BRIDGE #03819
B. MAHALINGAM/M. NAFIS
PIER NO. 34
S-BR32
BEARING REHABILITATION
�"SEAL WELD
SIDE VIEW
PIER 34 NORTH
PROPOSED BEARING
1"| MIN (TYP.)
PROPOPSED BEARING
PROPOPSED BEARING
EXTEND PEDESTAL
STEEL KEEPER
STEEL KEEPER
STEEL KEEPER
STEEL KEEPER
FRONT VIEW FRONT VIEW
1’-0"
1"
EXISTING PEDESTAL
DRILL AND GROUT REBAR
2’-1"* 2’-1"*
(8) #5 BARS (8) #5 BARS
(8) #6 BARS(8) #6 BARS
I-95 NB OVER THAMES RIVER, RAILROADS,
FINAL DESIGN REVIEW
DESIGNER/DRAFTER:
CHECKED BY:
PROJECT TITLE: TOWN:
DRAWING TITLE:
PROJECT NO.
DRAWING NO.
SHEET NO.
Filename:SHEET NO.REVISION DESCRIPTIONDATEREV.
DEPARTMENT OF TRANSPORTATION
STATE OF CONNECTICUT
OF WORK WHICH WILL BE REQUIRED.
THE CONDITIONS OF ACTUAL QUANTITIES
IN NO WAY WARRANTED TO INDICATE
INVESTIGATIONS BY THE STATE AND IS
SHEETS IS BASED ON LIMITED
QUANTITIES OF WORK, SHOWN ON THESE
THE INFORMATION, INCLUDING ESTIMATED
SCALE AS NOTED
9/18/2017
BLOCK:
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...\SB_MSH_0094_0256_BRG-33.dgnPlotted Date:
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CONNECTICUT
COORDINATE GRID
PROPOSED PIER CAP PLANSCALE: �" = 1’-0"
B
-
SPAN 35
PIER 34
SPAN 34
B
-
PLAN DETAIL - SOUTH COLUMN
STIFFENER
BEARING
JACKING
PROPOSED
STIFFENER
BEARING
JACKING
PROPOSED
PROPOSED BEARINGS SOUTH GIRDER
CONNECTICUT
COORDINATE GRID
PLATE
LOAD
BEVELED
PLATE
LOAD
BEVELED
SCALE: �" = 1’-0"
SCALE: �" = 1’-0"
SCALE: 1" = 1’-0"
1" CHAMFER (TYP.)
SCALE: 1" = 1’-0"
BEVELED SOLE PLATE
�"SEAL WELD
A-A
-
PROPOSED SPAN 34 SOUTH BEARING
SCALE: 1" = 1’-0"
�"SEAL WELD
STAINLESS STEEL SHIM
BEVELED SOLE PLATE
STAINLESS STEEL SHIM
1" CHAMFER (TYP.)
NOTES:
BEARING
PROPOSED
BEARING
PROPOSED
B-B
-
PROPOSED SPAN 35 SOUTH BEARING
B-B
-
A-A
-
NO. S-BR07.
FOR TYPICAL PEDESTALL REINFORCEMENT, SEE DRAWING 2.
SEE DRAWING S-BD1 FOR ALL BEARING INFORMATION.1.
- -
-
-
-
- -
- - -
- - - -
- - -
- - -
- - - - 094-256NEW LONDONGROTON
GOLD STAR MEMORIAL BRIDGER. MORESI
& LOCAL ROADS - BRIDGE #03819
B. MAHALINGAM/M. NAFIS
PIER NO. 34
S-BR33
BEARING REHABILITATION
SIDE VIEW
PIER 34 SOUTH
PROPOSED BEARING
1"| MIN (TYP.)
�"SEAL WELD
�"SEAL WELD
�"SEAL WELD
STIFFENER
BEARING
JACKING
PROPOSED
STIFFENER
BEARING
JACKING
PROPOSED
FRONT VIEWFRONT VIEW
STEEL KEEPERS
STEEL KEEPERS
STEEL KEEPERS STEEL KEEPERS
I-95 NB OVER THAMES RIVER, RAILROADS,
FINAL DESIGN REVIEW
DESIGNER/DRAFTER:
CHECKED BY:
PROJECT TITLE: TOWN:
DRAWING TITLE:
PROJECT NO.
DRAWING NO.
SHEET NO.
Filename:SHEET NO.REVISION DESCRIPTIONDATEREV.
DEPARTMENT OF TRANSPORTATION
STATE OF CONNECTICUT
OF WORK WHICH WILL BE REQUIRED.
THE CONDITIONS OF ACTUAL QUANTITIES
IN NO WAY WARRANTED TO INDICATE
INVESTIGATIONS BY THE STATE AND IS
SHEETS IS BASED ON LIMITED
QUANTITIES OF WORK, SHOWN ON THESE
THE INFORMATION, INCLUDING ESTIMATED
SCALE AS NOTED
9/18/2017
BLOCK:
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...\SB_MSH_0094_0256_BRG-34.dgnPlotted Date:
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- - - -
- - -
- - -
- - - - 094-256NEW LONDONGROTON
GOLD STAR MEMORIAL BRIDGER. MORESI
& LOCAL ROADS - BRIDGE #03819
B. MAHALINGAM/M. NAFIS
PIER CAP PLAN
SCALE: �" = 1’-0"
PIER NO. 35
WEST ELEVATION
SPAN 36
SPAN 36
CONNECTICUT
COORDINATE GRID
SPAN 35 SPAN 35 SPAN 36
PIER 35
SPAN 35
S-BR34
CONNECTICUT
COORDINATE GRID
SCALE:�" = 1’-0"
SCALE:�" = 1’-0"
5’-8"
6’-2"
SCALE: 1" = 1’-0"
PIER 35 EXISTING BEARINGS
2’-8"
5"
1’-9�"
5"
1’-1"2’-�"
1’-9�"
�"�"
2�"
1"
1�"
1"
4"4"
4’-2"
4" 4"
A
-
NORTH ELEVATION SOUTH ELEVATION
BEARING REHABILITATION
END DIAPHRAGMBOTTOM OF
FLOOR BEAM
PIER 35
2’-7�"*
* TO BE FIELD VERIFIED BY CONTRACTOR
EXISTING BEARING (TO REMAIN)
A
-
PLAN DETAIL - NORTH COLUMN
SOUTH COLUMN SIMILAR
EXISTING BEARING NORTH/SOUTH ELEVATION
TOWARDS PIER CENTER
PLATE
WELDED
EXISTING
REMOVE
I-95 NB OVER THAMES RIVER, RAILROADS,
35
REINFORCING BAR
DRILL AND GROUT
�"
16 #6 BARS
FINAL DESIGN REVIEW
DESIGNER/DRAFTER:
CHECKED BY:
PROJECT TITLE: TOWN:
DRAWING TITLE:
PROJECT NO.
DRAWING NO.
SHEET NO.
Filename:SHEET NO.REVISION DESCRIPTIONDATEREV.
DEPARTMENT OF TRANSPORTATION
STATE OF CONNECTICUT
OF WORK WHICH WILL BE REQUIRED.
THE CONDITIONS OF ACTUAL QUANTITIES
IN NO WAY WARRANTED TO INDICATE
INVESTIGATIONS BY THE STATE AND IS
SHEETS IS BASED ON LIMITED
QUANTITIES OF WORK, SHOWN ON THESE
THE INFORMATION, INCLUDING ESTIMATED
SCALE AS NOTED
9/18/2017
BLOCK:
SIGNATURE/
...\SB_MSH_0094_0256_BRG-35.dgnPlotted Date:
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-
-
-
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- - -
- - - -
- - -
- - -
- - - - 094-256NEW LONDONGROTON
GOLD STAR MEMORIAL BRIDGER. MORESI
& LOCAL ROADS - BRIDGE #03819
B. MAHALINGAM/M. NAFIS
PIER NO. 35
S-BR35
CONNECTICUT
COORDINATE GRID
SCALE: 3" = 1’-0"
TOP OF PIER
PIER COLUMN
SCALE: �" = 1’-0"
2" (TYP.)
12" (TYP.)
FRONT ELEVATION KEEPER
DRILL AND GROUT
4 #6 BARS
4 #6 BARS
PROVIDE KEEPER (TYP.)
SCALE: �" = 1’-0"
PROPOSED PIER CAP PLAN
SCALE: �" = 1’-0"
E
-
RESTRAINER DETAIL
A
-
STEEL KEEPER
SOLE PLATE
�"
1’-5"|
�"
BEARING REHABILITATION
A
-
PLAN DETAIL - NORTH COLUMN
SOUTH COLUMN SIMILAR
�"
I-95 NB OVER THAMES RIVER, RAILROADS,
8’-3"
10�"
2’-�"
10�"
7’-4�"
20 #6 BARS
DRILL HOLE LAYOUT SIMILAR TO DRAWING NO. S-BR20
E
-
FINAL DESIGN REVIEW
DESIGNER/DRAFTER:
CHECKED BY:
PROJECT TITLE: TOWN:
DRAWING TITLE:
PROJECT NO.
DRAWING NO.
SHEET NO.
Filename:SHEET NO.REVISION DESCRIPTIONDATEREV.
DEPARTMENT OF TRANSPORTATION
STATE OF CONNECTICUT
OF WORK WHICH WILL BE REQUIRED.
THE CONDITIONS OF ACTUAL QUANTITIES
IN NO WAY WARRANTED TO INDICATE
INVESTIGATIONS BY THE STATE AND IS
SHEETS IS BASED ON LIMITED
QUANTITIES OF WORK, SHOWN ON THESE
THE INFORMATION, INCLUDING ESTIMATED
SCALE AS NOTED
9/18/2017
BLOCK:
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...\SB_MSH_0094_0256_BRG-36.dgnPlotted Date:
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-
-
-
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- - -
- - - -
- - -
- - -
- - - - 094-256NEW LONDONGROTON
GOLD STAR MEMORIAL BRIDGER. MORESI
& LOCAL ROADS - BRIDGE #03819
B. MAHALINGAM/M. NAFIS
PIER CAP PLAN
SCALE: �" = 1’-0"
WEST ELEVATION
SPAN 34B
SPAN 34B
CONNECTICUT
COORDINATE GRID
SPAN 33 SPAN 33 SPAN 34B
PIER 33B
SPAN 33
S-BR36
CONNECTICUT
COORDINATE GRID
PIER NO. 33B
PIER 33
SCALE:�" = 1’-0"
SCALE:�" = 1’-0"
SCALE:�" = 1’-0"
SCALE:�" = 1’-0"
6’-0"
4’-6�"
3’-0"
4’-6�"
3’-0"
6’-0"
C
-
A
-
B
-
D
-
C
-
PLAN DETAIL
A
-
PLAN DETAIL
NORTH ELEVATION SOUTH ELEVATION
PIER 33B EXISTING BEARINGS
1’-10"
4" 4"
1’-0"
3"
1’-2�"
3�"
1’-8"
2’-8"3" 3"
�"
1�"
1" 1"
2�" 4"4"
�"�"
�"
2�"R
1’-4�"
�"4"
SCALE: 1" = 1’-0"
BEARING REHABILITATION
1’-8�"*EXISTING BEARINGS TO REMAIN
EXISTING BEARINGS TO REMAIN
B
-
EXISTING BEARING NORTH GIRDER D
-
EXISTING BEARING SOUTH GIRDER
PIER 33B
TOWARDS PIER CENTER
PLATE
WELDED
EXISTING
REMOVE
* TO BE FIELD VERIFIED BY CONTRACTOR
I-95 NB OVER THAMES RIVER, RAILROADS,
1’-8�"
3 #6 BARS
REINFORCING BAR
DRILL AND GROUT
�"
3 #6 BARS
REINFORCING BAR
DRILL AND GROUT
FINAL DESIGN REVIEW
DESIGNER/DRAFTER:
CHECKED BY:
PROJECT TITLE: TOWN:
DRAWING TITLE:
PROJECT NO.
DRAWING NO.
SHEET NO.
Filename:SHEET NO.REVISION DESCRIPTIONDATEREV.
DEPARTMENT OF TRANSPORTATION
STATE OF CONNECTICUT
OF WORK WHICH WILL BE REQUIRED.
THE CONDITIONS OF ACTUAL QUANTITIES
IN NO WAY WARRANTED TO INDICATE
INVESTIGATIONS BY THE STATE AND IS
SHEETS IS BASED ON LIMITED
QUANTITIES OF WORK, SHOWN ON THESE
THE INFORMATION, INCLUDING ESTIMATED
SCALE AS NOTED
9/18/2017
BLOCK:
SIGNATURE/
...\SB_MSH_0094_0256_BRG-37.dgnPlotted Date:
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-
-
-
- -
- - -
- - - -
- - -
- - -
- - - - 094-256NEW LONDONGROTON
GOLD STAR MEMORIAL BRIDGER. MORESI
& LOCAL ROADS - BRIDGE #03819
B. MAHALINGAM/M. NAFIS
S-BR37
CO
NN
EC
TIC
UT
CO
OR
DIN
AT
E
GRID
PIER NO. 33B
SCALE:�" = 1’-0"
SCALE:�" = 1’-0"
PROVIDE KEEPER (TYP.)
DRILL AND GROUT
3 #6 BARS
4 #6 BARS
DRILL AND GROUT
3 #6 BARS
PROVIDE KEEPER (TYP.)
4 #6 BARS
TOP OF PIER
SCALE: �" = 1’-0"
2" (TYP.)
12" (TYP.)
FRONT ELEVATION KEEPER
SCALE: 3" = 1’-0"
SCALE: �" = 1’-0"
PROPOSED PIER CAP PLAN
A
-
B
-
E
-
RESTRAINER DETAIL
STEEL KEEPER
SOLE PLATE
�"
8�"|
�"
BEARING REHABILITATION
�" B
-
PLAN DETAIL - SOUTH BEARING
A
-
PLAN DETAIL - NORTH BEARING
TOP OF PIER
2" (TYP.)
12" (TYP.)
FRONT ELEVATION KEEPER
SCALE: �" = 1’-0"
I-95 NB OVER THAMES RIVER, RAILROADS,
4’-8�"
4’-4�"
2’-11"
10 #6 BARS10 #6 BARS
4’-4�"
2’-11"
4’-8�"
DRILL HOLE PATTERN
SCALE: �" = 1’-0"
(SOUTH KEEPER SIMILAR)
NORTH KEEPER SHOWN
4’-�"
9 EQ. SPACES
9 EQ. SPACES
4’-4�"
2’-7"
6�"
1’-7�"1’-2"
E
-E
-
FINAL DESIGN REVIEW
DESIGNER/DRAFTER:
CHECKED BY:
PROJECT TITLE: TOWN:
DRAWING TITLE:
PROJECT NO.
DRAWING NO.
SHEET NO.
Filename:SHEET NO.REVISION DESCRIPTIONDATEREV.
DEPARTMENT OF TRANSPORTATION
STATE OF CONNECTICUT
OF WORK WHICH WILL BE REQUIRED.
THE CONDITIONS OF ACTUAL QUANTITIES
IN NO WAY WARRANTED TO INDICATE
INVESTIGATIONS BY THE STATE AND IS
SHEETS IS BASED ON LIMITED
QUANTITIES OF WORK, SHOWN ON THESE
THE INFORMATION, INCLUDING ESTIMATED
SCALE AS NOTED
9/18/2017
BLOCK:
SIGNATURE/
...\SB_MSH_0094_0256_BRG-38.dgnPlotted Date:
CONNECTICU
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- -
-
-
-
- -
- - -
- - - -
- - -
- - -
- - - - 094-256NEW LONDONGROTON
GOLD STAR MEMORIAL BRIDGER. MORESI
& LOCAL ROADS - BRIDGE #03819
B. MAHALINGAM/M. NAFIS
PIER CAP PLAN
SCALE: �" = 1’-0"
WEST ELEVATION
SPAN 35B
SPAN 35B
CONNECTICUT
COORDINATE GRID
SPAN 34B SPAN 34B SPAN 35B
PIER 34B
SPAN 34B
S-BR38
CONNECTICUT
COORDINATE GRID
PIER NO. 34B
PIER 34
SCALE:�" = 1’-0"
SCALE:�" = 1’-0"
SCALE:�" = 1’-0"
SCALE:�" = 1’-0"
6’-0"
4’-2"
A
-
C
-
D
-
B
-
NORTH ELEVATION SOUTH ELEVATION
PIER 34B EXISTING BEARINGS
SCALE: 1" = 1’-0"
4"
1’-6"
3"
4"
1’-10"3’-2"
6�"
1’-8�"
1’-8"
1’-0"
1’-8�"
2�"R
BEARING REHABILITATION
4’-2"
4’-3�"
6’-0"
PIER 34B
B
-
EXISTING BEARINGS NORTH GIRDER D
-
EXISTING BEARINGS SOUTH GIRDER
EXISTING ANCHOR BOLTS TO REMAIN
EXISTING DRAIN TO REMAIN
2’-1"*
* TO BE FIELD VERIFIED BY CONTRACTOR
SUGGESTED JACKING METHOD
PROPOSED JACKING BEARING STIFFENER
PROPOSED JACKING BEARING STIFFENER
PROPOSED JACKING BEARING STIFFENER
PROPOSED JACKING BEARING STIFFENER
MASONRY PLATE
SOLE PLATE AND
REMOVE EXISTING BEARINGS,
MASONRY PLATE
SOLE PLATE AND
REMOVE EXISTING BEARINGS,
2’-1"* 2’-1"* 2’-1"* 2’-1"*
A
-
PLAN DETAIL - NORTH BEARINGSC
-
PLAN DETAIL - SOUTH BEARINGS
I-95 NB OVER THAMES RIVER, RAILROADS,
FINAL DESIGN REVIEW
DESIGNER/DRAFTER:
CHECKED BY:
PROJECT TITLE: TOWN:
DRAWING TITLE:
PROJECT NO.
DRAWING NO.
SHEET NO.
Filename:SHEET NO.REVISION DESCRIPTIONDATEREV.
DEPARTMENT OF TRANSPORTATION
STATE OF CONNECTICUT
SCALE 1"=80’
800
SCALE IN FEET
160
OF WORK WHICH WILL BE REQUIRED.
THE CONDITIONS OF ACTUAL QUANTITIES
IN NO WAY WARRANTED TO INDICATE
INVESTIGATIONS BY THE STATE AND IS
SHEETS IS BASED ON LIMITED
QUANTITIES OF WORK, SHOWN ON THESE
THE INFORMATION, INCLUDING ESTIMATED
SCALE AS NOTED
9/18/2017
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GOLD STAR MEMORIAL BRIDGER. MORESI
& LOCAL ROADS - BRIDGE #03819
B. MAHALINGAM/M. NAFIS
S-BR39
PIER NO. 34B
SCALE:�" = 1’-0"
SCALE:�" = 1’-0" SCALE:�" = 1’-0"
CONNECTICUT
COORDINATE GRID
SCALE: �" = 1’-0"
B
-
A
-
BEARING REHABILITATION
A
-
PLAN DETAIL - NORTH BEARINGS B
-
PLAN DETAIL - SOUTH BEARINGS
PROPOSED NORTH BEARINGSPROPOSED SOUTH BEARINGS SIMILAR
BEVELED LOAD PLATEPLATE
LOAD
BEVELED
STIFFENER
BEARING
JACKING
PROPOSED
SCALE: 1" = 1’-0"
BEVELED SOLE PLATE
1" CHAMFER (TYP.)
PROPOSED SOUTH BEARINGS SIMILAR
SCALE: 1" = 1’-0"
�"SEAL WELD
�"SEAL WELD
�"SEAL WELD
STAINLESS STEEL SHIM
NOTES:
PROPOSED BEARING PROPOSED BEARING
STIFFENER
BEARING
JACKING
PROPOSED
SEE DRAWING NO. S-BR07 FOR PEDESTAL REINFORCEMNT.2.
SEE DRAWING S-BD1 FOR ALL BEARING INFORMATION.1.
STIFFENER
BEARING
JACKING
PROPOSED
STIFFENER
BEARING
JACKING
PROPOSED
EXISTING PEDESTAL
PROPOSED PEDESTAL
PROPOSED PEDESTAL
EXISTING PEDESTAL
PROPOSED PIER 34B CAP PLAN
PIER 34B
SPAN 35B
SPAN 34B
{
PIER 34B
SPAN 34BSPAN 35B
SPAN 34B
SPAN 35B
PIER 34B {
I-95 NB OVER THAMES RIVER, RAILROADS,
�"SEAL WELD
SIDE VIEW
PIER 34B
PROPOSED NORTH BEARING
PIER 34B
TYPICAL PROPOSED BEARING
FRONT VIEW
FINAL DESIGN REVIEW
DESIGNER/DRAFTER:
CHECKED BY:
PROJECT TITLE: TOWN:
DRAWING TITLE:
PROJECT NO.
DRAWING NO.
SHEET NO.
Filename:SHEET NO.REVISION DESCRIPTIONDATEREV.
DEPARTMENT OF TRANSPORTATION
STATE OF CONNECTICUT
OF WORK WHICH WILL BE REQUIRED.
THE CONDITIONS OF ACTUAL QUANTITIES
IN NO WAY WARRANTED TO INDICATE
INVESTIGATIONS BY THE STATE AND IS
SHEETS IS BASED ON LIMITED
QUANTITIES OF WORK, SHOWN ON THESE
THE INFORMATION, INCLUDING ESTIMATED
SCALE AS NOTED
9/18/2017
BLOCK:
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GOLD STAR MEMORIAL BRIDGER. MORESI
& LOCAL ROADS - BRIDGE #03819
B. MAHALINGAM/M. NAFIS
PIER CAP PLAN
SCALE: �" = 1’-0"
WEST ELEVATION
SPAN 36B
SPAN 36B
CONNECTICUT
COORDINATE GRID
SPAN 35B SPAN 35B SPAN 36B
PIER 35B
SPAN 35B
S-BR40
CONNECTICUT
COORDINATE GRID
PIER NO. 35B
PIER 35
5’-0"
4’-0"
2’-6"
4’-0"
4’-0"
5’-0"
SPAN 35B SPAN 36BSPAN 36B SPAN 35B
SCALE: �" = 1’-0" SCALE: �" = 1’-0"
SCALE: �" = 1’-0" SCALE: �" = 1’-0"
B
-
D
-
C
-
A
-
NORTH ELEVATION SOUTH ELEVATION
1’-10"
4" 4"
1’-0"
3"
1’-2�"
3�"
1’-8�"
1’-8"
2’-8"3" 3"
�"
1�"
1" 1"
2�" 4"4"
�"�"
�"
2�"R
1’-4�"
�"4"
PIER 35B EXISTING BEARINGS
SCALE: 1" = 1’-0"
BEARING REHABILITATION
2’-6"
PIER 35B
EXISTING BEARINGS TO REMAIN
EXISTING BEARINGS TO REMAIN
B
-
EXISTING BEARINGS NORTH GIRDER D
-
EXISTING BEARINGS SOUTH GIRDER
1’-8�"*
* TO BE FIELD VERIFIED BY CONTRACTOR
TOWARDS PIER CENTER
PLATE
WELDED
EXISTING
REMOVE
C
-
PLAN DETAIL - SOUTH BEARINGSA
-
PLAN DETAIL - NORTH BEARINGS
I-95 NB OVER THAMES RIVER, RAILROADS,
3 #6 BARS
REINFORCING BAR
DRILL AND GROUT
�"
REINFORCING BAR
DRILL AND GROUT
3 #6 BARS
FINAL DESIGN REVIEW
DESIGNER/DRAFTER:
CHECKED BY:
PROJECT TITLE: TOWN:
DRAWING TITLE:
PROJECT NO.
DRAWING NO.
SHEET NO.
Filename:SHEET NO.REVISION DESCRIPTIONDATEREV.
DEPARTMENT OF TRANSPORTATION
STATE OF CONNECTICUT
OF WORK WHICH WILL BE REQUIRED.
THE CONDITIONS OF ACTUAL QUANTITIES
IN NO WAY WARRANTED TO INDICATE
INVESTIGATIONS BY THE STATE AND IS
SHEETS IS BASED ON LIMITED
QUANTITIES OF WORK, SHOWN ON THESE
THE INFORMATION, INCLUDING ESTIMATED
SCALE AS NOTED
9/18/2017
BLOCK:
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- - - - 094-256NEW LONDONGROTON
GOLD STAR MEMORIAL BRIDGER. MORESI
& LOCAL ROADS - BRIDGE #03819
B. MAHALINGAM/M. NAFIS
S-BR41
PIER NO. 35B
CONNECTICUT
COORDINATE GRID
SCALE: �" = 1’-0"
SCALE: �" = 1’-0"
TOP OF PIER
SCALE: �" = 1’-0"
2" (TYP.)
12" (TYP.) FRONT ELEVATION KEEPER
CONNECTICUT
COORDINATE GRID
SCALE: 3" = 1’-0"
DRILL & GROUT
3 #6 REBAR
4 #6 REBAR
4 #6 REBAR
10 #6 REBAR
DRILL & GROUT
3 #6 REBARDRILL & GROUT
3 #6 REBAR
4 #6 REBAR
DRILL & GROUT
3 #6 REBAR
10 #6 REBAR
4 #6 REBAR
E
-
RESTRAINER DETAIL
PROPOSED PIER CAP PLAN
SCALE: �" = 1’-0"
A
-
B
-
CONNECTICUT
COORDINATE GRID
STEEL KEEPERSOLE PLATE
�"
7�"|
�"
BEARING REHABILITATION
�"
A
-
PLAN DETAIL - NORTH BEARINGS
B
-
PLAN DETAIL - SOUTH BEARINGS
FRONT ELEVATION KEEPER
SCALE: �" = 1’-0"
12" (TYP.)
TOP OF PIER
2" (TYP.)
SPAN 36B
SPAN 35B
PIER 35B
SPAN 36B KEEPER (BEHIND)
I-95 NB OVER THAMES RIVER, RAILROADS,
4’-6"
4’-10"
4’-6"
2’-5"
2’-5"
4’-6"
10 #6 REBAR
10 #6 REBAR
1’-6�"
(TYP.)
DRILL HOLE LAYOUT SIMILAR TO DRAWING NO. S-BR37
E
-
E
-
SPANS 6-15 SOUTH GIRDERS -
FINAL DESIGN REVIEW
DESIGNER/DRAFTER:
CHECKED BY:
PROJECT TITLE: TOWN:
DRAWING TITLE:
PROJECT NO.
DRAWING NO.
SHEET NO.
Filename:SHEET NO.REVISION DESCRIPTIONDATEREV.
DEPARTMENT OF TRANSPORTATION
STATE OF CONNECTICUT
OF WORK WHICH WILL BE REQUIRED.
THE CONDITIONS OF ACTUAL QUANTITIES
IN NO WAY WARRANTED TO INDICATE
INVESTIGATIONS BY THE STATE AND IS
SHEETS IS BASED ON LIMITED
QUANTITIES OF WORK, SHOWN ON THESE
THE INFORMATION, INCLUDING ESTIMATED
SCALE AS NOTED
9/18/2017
BLOCK:
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GOLD STAR MEMORIAL BRIDGER. MORESI
& LOCAL ROADS - BRIDGE #03819
B. MAHALINGAM/M. NAFIS
S-BR42
PLAN VIEW
WEST ELEVATION
SCALE: �" = 1’-0"
SCALE: �" = 1’-0"
SCALE: �" = 1’-0" SCALE: �" = 1’-0"
SCALE: �" = 1’-0"
83
COORDINATE GRID
AD
CONNECTICUT
83
COORDINATE GRID
AD
CONNECTICUT
83
COORDINATE GRID
AD
CONNECTICUT
SPAN 34
SPAN 34B
SPAN 34 SPAN 34
SPAN 34SPAN 34
SCALE: 1" = 1’-0"
ABUTMENT NO. 5 EXISTING BEARINGS
4�"
2’-2�"
9�"
1’-0"1’-8�"
2’-6"
2’-0"
1’-11�"
1�"
4�"
2’-4"
1’-0"
4"
A
-
PLAN DETAILC
-
PLAN DETAIL
D
-
B
-
A-A
-
A
-
B-B
-
C
-
BEARING REHABILITATIONABUTMENT NO. 5
A-A
- ELEVATION
MAINLINE NORTH GIRDER
B-B
- ELEVATION
MAINLINE SOUTH GIRDER
ABUTMENT NO. 5
{ BEARING{ BEARING
{ BEARING { BEARING
B
-
EXISTING BEARING NORTH GIRDER D
-
EXISTING BEARING SOUTH GIRDER
2’-6�"*
* TO BE FIELD VERIFIED BY CONTRACTOR
2’-6�"*2’-6�"*
I-95 NB OVER THAMES RIVER, RAILROADS,
EXISTING DRIAN OUTLETS
DISCONNECT AND RECONNECT
EXISTING DRIAN OUTLETS
DISCONNECT AND RECONNECT
FINAL DESIGN REVIEW
DESIGNER/DRAFTER:
CHECKED BY:
PROJECT TITLE: TOWN:
DRAWING TITLE:
PROJECT NO.
DRAWING NO.
SHEET NO.
Filename:SHEET NO.REVISION DESCRIPTIONDATEREV.
DEPARTMENT OF TRANSPORTATION
STATE OF CONNECTICUT
OF WORK WHICH WILL BE REQUIRED.
THE CONDITIONS OF ACTUAL QUANTITIES
IN NO WAY WARRANTED TO INDICATE
INVESTIGATIONS BY THE STATE AND IS
SHEETS IS BASED ON LIMITED
QUANTITIES OF WORK, SHOWN ON THESE
THE INFORMATION, INCLUDING ESTIMATED
SCALE AS NOTED
9/18/2017
BLOCK:
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SCALE: �" = 1’-0"
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SCALE: �" = 1’-0"
83
COORDINATE GRID
AD
CONNECTICUT
83
COORDINATE GRID
AD
CONNECTICUT
SPAN 34
A
-
A-A
-
B-B
-
B
-
PROPOSED ABUTMENT NO. 5 PLAN
SCALE: �" = 1’-0"
BEVELED SOLE PLATE
A
-
PLAN DETAIL - NORTH BEARING
B
-
PLAN DETAIL - SOUTH BEARING
{ BEARING
PLAN VIEW
PROPOSED PEDESTAL REINFORCEMENT
SCALE: 1" = 1’-0"
SCALE: 1" = 1’-0"
FRONT VIEW
REINFORCEMENT
PROPOSED NORTH PEDESTAL
BEVELED SOLE PLATE
1" CHAMFER (TYP.)
SCALE: 1" = 1’-0"
SIDE VIEW
REINFORCEMENT
PROPOSED SOUTH PEDESTAL
1" CHAMFER (TYP.)
BEVELED SOLE PLATE
EXISTING PEDESTAL
EXISTING BACK WALL
SCALE: 1" = 1’-0"
�"SEAL WELD
BEARING STIFFENER
PROPOSED JACKING
SCALE: 1" = 1’-0"
�"SEAL WELD
�"SEAL WELD�"
SEAL WELD
�"SEAL WELD
A-A
-
PROPOSED BEARING
STAINLESS STEEL SHIM
PLATE
LOAD
BEVELED
STEEL SHIM
STAINLESS
83
COORDINATE GRID
AD
CONNECTICUT
EX
TE
ND
PE
DES
TA
L
S-B
D1 F
OR
SIZ
E)
(S
EE
DR
AWIN
G
NO.
EL
AS
TO
ME
RIC
BE
ARIN
G
SCALE: 1" = 1’-0"
ABUTMENT NO. 5 MAINLINE
PROPOSED STEEL KEEPERNOTES:
NOTED.
ALL PROPOSED REBAR TO BE #6 UNLESS OTHERWISE 2.
SEE DRAWING S-BD1 FOR ALL BEARING INFORMATION.1.
- -
-
-
-
- -
- - -
- - - -
- - -
- - -
- - - - 094-256NEW LONDONGROTON
GOLD STAR MEMORIAL BRIDGER. MORESI
& LOCAL ROADS - BRIDGE #03819
B. MAHALINGAM/M. NAFIS
S-BR43
BEARING REHABILITATIONABUTMENT NO. 5
�"SEAL WELD
DRILL AND GROUT REBAR
1’-0"
DRILL AND GROUT REBAR
1’-0"
1’-0"
DRILL AND GROUT REBARDRILL AND GROUT REBAR
1’-0"
PROPOSED STEEL KEEPER
�"
STEEL PLATE
FIELD MEASURED
�"|
�"
C 12x50
C 12x50
�"
�"
�"
VARIES
TOP OF CONCRETE
2" MIN
2�" MIN
PROPOSED PEDESTAL
PLATE 4"x�"
PLATE 4"x�"
�"
�"
8" (TYP.)
8" (TYP.)
5"
ANCHOR BOLT
SIDE VIEW
MAINLINE NORTH
PROPOSED BEARING
SIDE VIEW
MAINLINE SOUTH
PROPOSED BEARING
APPROXIMATE EXISTING GROUND
I-95 NB OVER THAMES RIVER, RAILROADS,
FINAL DESIGN REVIEW
DESIGNER/DRAFTER:
CHECKED BY:
PROJECT TITLE: TOWN:
DRAWING TITLE:
PROJECT NO.
DRAWING NO.
SHEET NO.
Filename:SHEET NO.REVISION DESCRIPTIONDATEREV.
DEPARTMENT OF TRANSPORTATION
STATE OF CONNECTICUT
OF WORK WHICH WILL BE REQUIRED.
THE CONDITIONS OF ACTUAL QUANTITIES
IN NO WAY WARRANTED TO INDICATE
INVESTIGATIONS BY THE STATE AND IS
SHEETS IS BASED ON LIMITED
QUANTITIES OF WORK, SHOWN ON THESE
THE INFORMATION, INCLUDING ESTIMATED
SCALE AS NOTED
9/18/2017
BLOCK:
SIGNATURE/
...\SB_MSH_0094_0256_BRG-44.dgnPlotted Date:
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SCALE: �" = 1’-0"
SCALE: �" = 1’-0"
83
COORDINATE GRID
AD
CONNECTICUT
83
COORDINATE GRID
AD
CONNECTICUT
SPAN 34B
A
-
A-A
-
B
-
PROPOSED ABUTMENT NO. 5 PLAN
SCALE: �" = 1’-0"
A
-
PLAN DETAIL - NORTH BEARING
B
-
PLAN DETAIL - SOUTH BEARING
{ BEARING
PLAN VIEW
PROPOSED PEDESTAL REINFORCEMENT
SCALE: 1" = 1’-0"
SCALE: 1" = 1’-0"
FRONT VIEW
REINFORCEMENT
PROPOSED NORTH PEDESTAL
SCALE: 1" = 1’-0"
FRONT VIEW
REINFORCEMENT
PROPOSED SOUTH PEDESTAL
1" CHAMFER (TYP.)
BEVELED SOLE PLATE
EXISTING PEDESTAL
EXISTING BACK WALL
PROPOSED PEDESTAL
SCALE: 1" = 1’-0"
�"SEAL WELD
BEARING STIFFENER
PROPOSED JACKING
SCALE: 1" = 1’-0"
�"SEAL WELD
�"SEAL WELD�"
SEAL WELD
�"SEAL WELD
A-A
-
PROPOSED BEARING
STAINLESS STEEL SHIM
STAINLESS STEEL SHIM
SCALE: 1" = 1’-0"
ABUTMENT NO. 5
PROPOSED KEEPER
NOTES:
NOTED.
ALL PROPOSED REBAR TO BE #6 UNLESS OTHERWISE 2.
SEE DRAWING S-BD1 FOR ALL BEARING INFORMATION.1.
PROPOSED BEARING
- -
-
-
-
- -
- - -
- - - -
- - -
- - -
- - - - 094-256NEW LONDONGROTON
GOLD STAR MEMORIAL BRIDGER. MORESI
& LOCAL ROADS - BRIDGE #03819
B. MAHALINGAM/M. NAFIS
S-BR44
BEARING REHABILITATIONABUTMENT NO. 5
BEVELED SOLE PLATE
1" CHAMFER (TYP.)
�"SEAL WELD
DRILL AND GROUT REBARDRILL AND GROUT REBAR
1’-0"1’-0"
DRILL AND GROUT REBARDRILL AND GROUT REBAR
1’-0"1’-0"
�"
�"
C 12x50
C 12x50
PLATE 4x�"
PLATE 4x�"
�"
BOLTS
VARIES
2�" MIN
2"
TOP OF CONCRETE
�"
FIELD MEASURED
BEVELED PLATE
FIELD MEASURED
PLATE
BEVELED PLATE
* SEE FRAMING PLANS FOR ANGLE
8.5°*
�"
5"
SIDE VIEW
RAMP B SOUTH
PROPOSED BEARING
SIDE VIEW
RAMP B NORTH
PROPOSED BEARING
�"
�"
�"
LOAD PLATE
BEVELED
I-95 NB OVER THAMES RIVER, RAILROADS,
FINAL DESIGN REVIEW
DESIGNER/DRAFTER:
CHECKED BY:
PROJECT TITLE: TOWN:
DRAWING TITLE:
PROJECT NO.
DRAWING NO.
SHEET NO.
Filename:SHEET NO.REVISION DESCRIPTIONDATEREV.
DEPARTMENT OF TRANSPORTATION
STATE OF CONNECTICUT
OF WORK WHICH WILL BE REQUIRED.
THE CONDITIONS OF ACTUAL QUANTITIES
IN NO WAY WARRANTED TO INDICATE
INVESTIGATIONS BY THE STATE AND IS
SHEETS IS BASED ON LIMITED
QUANTITIES OF WORK, SHOWN ON THESE
THE INFORMATION, INCLUDING ESTIMATED
SCALE AS NOTED
9/18/2017
BLOCK:
SIGNATURE/
...\SB_MSH_0094_0256_BRG-BD1.dgnPlotted Date:
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- - - - 094-256NEW LONDONGROTON
GOLD STAR MEMORIAL BRIDGER. MORESI
& LOCAL ROADS - BRIDGE #03819
B. MAHALINGAM/M. NAFIS
ELASTOMERIC BEARING PAD
VARIES
(TYP.)
S-BD1
BEARING DETAILS 1
W
L
H
N.T.S.
ELASTOMERIC PAD DETAIL
VARIES
SUGGESTED POSSIBLE JACKING METHOD
(TYP.)
BOLT
VARIES
SPACES
3 EQUAL
2" (TYP.)
N.T.S.
BEARING SOLE PLATE DETAIL
{ GIRDER
TOWARDS SPAN CENTER
{ ELASTOMERIC PAD
LOAD PLATE
L/2
SEE NOTE 1
NOTES:
�"SEAL WELD
�"SEAL WELD
LOAD PLATE
�"SEAL WELD
LOAD PLATE
H
�"
2�" (TYP.)
�"
�" (TYP.)
ELASTOMERIC PAD
{ SOLE PLATE AND
1�" �"
1�"
�"
ELASTOMERIC BEARING PAD
N.T.S.
{ LOAD PLATE AND ELASTOMERIC PAD
BEVELED SOLE PLATE
BEVELED SOLE PLATE
LOAD PLATE
PIER BOLTS
THROUGH
�"SEAL WELD
�" EXTERNAL ELASTOMERIC LAYER
�" EXTERNAL ELASTOMERIC LAYER
N= NUMBER OF INTERNAL ELASTOMERIC LAYERS
TOP OF PAD
�" INTERNAL ELASTOMERIC LAYER (TYP.)
1" (TYP.)
TOP VIEW
FRONT VIEW SIDE VIEW
SIDE VIEW
TOP VIEW
FRONT VIEW{ ELASTOMERIC PAD
BEVELED WASHER (8 PLACES)
{ GIRDER AND BEARING
2�"
1" 1"
ELASTOMERIC PAD
ELASTOMERIC PAD
ELASTOMERIC PAD
ELASTOMERIC PAD
JACK
(8 PLACES)
SOLE PLATE
BACK OF BEARING FRONT OF BEARING
EAST END
TYPICAL BEARING HOLE PATTERN
VARIES
VARIES
SOLE PLATE
8" 4�"
6"
4�"{ SOLE PLATE
{ GIRDER
4"*4"*
* EXCEPT AS NOTED
N.T.S.
2"(TYP.){ BOLT
N
TOP VIEW
SIDE VIEW
(TYP.)
RAMP "B" BEARINGS
6" (TYP.) AT ABUT NO. 5
FRONT VIEW
4"* 4"*
N.T.S.
SEE NOTE 2
BEVELED SOLE PLATE
REVIEW BY THE ENGINEER.
CONTRACTOR TO SUBMIT JACKING METHOD FOR 3.
SHOWN EXAGERATED FOR CLARITY.
PROVIDE HORIZONTAL BEARING INSTALLATION. BEVEL
BEVEL SOLE PLATE TO MATCH GIRDER SLOPE TO 2.
HOLE PATTERN - EAST END".
PATTERN, SEE DETAIL THIS SHEET "TYPICAL BEARING
CORRESPONDING PLAN SHEET, FOR EAST END HOLE
BOTTOM FLANGE. FOR WEST END HOLE LAYOUTS, SEE
MATCH EXISTING BEARING HOLE PATTERN IN GRIDER
NEW TAPPED AND DRILLED HOLES IN SOLE PLATE TO
1.
BEVELED WASHER (TYP.)
1" LOAD PLATE1" LOAD PLATE
SEE NOTE 3
JACKING BRACKET
I-95 NB OVER THAMES RIVER, RAILROADS,
STEEL SHIM PLATE L=0.063" QTY. N+2
FINAL DESIGN REVIEW
DESIGNER/DRAFTER:
CHECKED BY:
PROJECT TITLE: TOWN:
DRAWING TITLE:
PROJECT NO.
DRAWING NO.
SHEET NO.
Filename:SHEET NO.REVISION DESCRIPTIONDATEREV.
DEPARTMENT OF TRANSPORTATION
STATE OF CONNECTICUT
OF WORK WHICH WILL BE REQUIRED.
THE CONDITIONS OF ACTUAL QUANTITIES
IN NO WAY WARRANTED TO INDICATE
INVESTIGATIONS BY THE STATE AND IS
SHEETS IS BASED ON LIMITED
QUANTITIES OF WORK, SHOWN ON THESE
THE INFORMATION, INCLUDING ESTIMATED
SCALE AS NOTED
9/18/2017
BLOCK:
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- - - - 094-256NEW LONDONGROTON
GOLD STAR MEMORIAL BRIDGER. MORESI
& LOCAL ROADS - BRIDGE #03819
B. MAHALINGAM/M. NAFIS
S-BD2
STEEL KEEPER
"TS"
STRUCTURAL STEEL TUBE
VARIES
SO
LE P
LA
TE
WID
TH
SOLE PLATEWELDED STUDS
PLAN VIEW
ELEVATION VIEW
VARIES
2" VARIES
STEEL PLATE
SOLE PLATE
STEEL PLATE
PLAN VIEW
STEEL PLATE FRONT ELEVATION
STEEL PLATE SIDE ELEVATION
VARIES
�" GAP
VARIES VARIES
BEARING DETAILS 2
2"
SCALE: 1�" = 1’-0"
PROPOSED SOLE PLATE
PROPOSED SOLE PLATE
PLATE �"
L 8x8x1
SHIM AS NEEDED
�"
VARIES�"
TYP.
{ ELASTOMERIC PAD
{ SOLE PLATE AND GIRDER
{ SOLE PLATE AND GIRDER
ELASTOMERIC BEARING STEEL KEEPERS
VARIES
�" MIN.
VARIESPLATE 6x6x�
TOP OF EXISTING CONCRETE1"| 1"|
TOP OF PROPOSED PEDESTAL
WELDED STUDS
�"
3"1"
L1
3"1"�"�"
1"
1"
�" �"�"
8"
4"
8"
4"
L2
�"
�"
SCALE: 3" = 1’-0" SCALE: 3" = 1’-0"
I-95 NB OVER THAMES RIVER, RAILROADS,
L2
�"
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