04.05 - structure 03190e index of drawings_bridge_pla____0151-0326.pdf · drawing no. sheet no. ......
TRANSCRIPT
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
7/21/2016
BLOCK:
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WATERBURYCONNECTICUT
NUMBER
DRAWINGDRAWING TITLE
NUMBER
DRAWING
NUMBER
DRAWING
INDEX OF DRAWINGS
DRAWING TITLE DRAWING TITLE
BEEN PERSONALLY CHECKED BY THE UNDERSIGNED.
NOT TO BE CONSTRUED TO MEAN THAT ALL ASPECTS OF THE DESIGN HAVE
THE DESIGN APPEARS TO CONFORM TO APPLICABLE CRITERIA. APPROVAL IS
TRANSPORTATION PRINCIPAL ENGINEER
LIST 22-25 REHABILITATION OFSIN-01
INDEX SHEET 01
BRIDGE - 03190EPDG
0151-0326JSB
S-23
S-22
S-21
S-20
S-19
S-18
S-17
S-16
STEEL REPAIR DETAILS (NOT INCLUDED)
MISCELLANEOUS DETAILS (NOT INCLUDED)
HIGHWAY GUARDRAIL TRANSITION DETAILS (NOT INCLUDED)
DECK JOINT DETAILS
DECK CONCRETE REPAIRS
SUBSTRUCTURE CONCRETE REPAIRS
PARAPET MODIFICATION DETAILS (NOT INCLUDED)
UNDERSIDE OF DECK REPAIR PLAN
DECK PLAN
BEARING DETAILS (NOT INCLUDED)
FRAMING PLAN
PIER 7
PIER 6
PIER 5
PIER 4
PIER 3
PIER 2
NORTH ABUTMENT
STAGE 1 CONSTRUCTION PLAN (NOT INCLUDED)
STAGE 1 DEMOLITION PLAN (NOT INCLUDED)
TYPICAL SECTION AND PROFILE
GENERAL PLAN AND ELEVATION
ABBREVIATIONS
INDEX SHEET 1
S-15
S-14
S-13
S-12
S-11
S-10
S-09
S-08
S-07
S-06
S-05
S-04
S-03
S-02
SAB-01
SIN-01
ROUTE 8 NB RAMP 128
04.05 - STRUCTURE 03190E
WATERBURYCONNECTICUT
SAB-01ABBREVIATIONS
LIST 22-25 REHABILITATION OFBRIDGE 03190E
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
7/21/2016
BLOCK:
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...\CAD\Br_03190E_Abbreviation.dgnPlotted Date:
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ABBREVIATIONS
FH
MAS
QUANTITY
FULL HEIGHT
BRG
RAND
TYP
SP SPAN
WB
SL
VERT
WESTBOUND
SECTION LOSS
SB
L
PO
MPCR
JT
FW
DIAG DIAGONAL
FS
NS
OFFSET
H
EB EASTBOUND
SOUTHBOUND
NB NORTHBOUND
CL CENTERLINE
CR CRACK
PED PEDESTAL
w WITH
HA HOLLOW AREA
DP DEEP
EXP EXPOSED
POP OUT
HAIRLINE CRACK(S)HLC/HLCR/HLCRS
LONG
W WIDE
HIGH
TYPICAL
MAP CRACK
EFFLO./EFF EFFLORESCENCE
MASONRY
VERTICAL
QTY
RANDOM
UMINE UNDERMINE
BEARING
HORIZ HORIZONTAL
LT LIGHT
MOD MODERATE
HVY HEAVY
FULL WIDTH
FAR SIDE
NEAR SIDE
JOINT
OFF
EVID EVIDENCE
DIA DIAMETER
FLANGE
BTWN
BOT BOTTOM
FLG
BETWEEN
PL PLATE
P PIER
G GIRDER
S
FLOOR BEAM
STRINGER
F/FB
C/CB CAP BEAM
ADJ ADJACENT
APPROX. APPROXIMATELY
B BEAM
BASELINEBL
PDG
0151-0326JSB
ROUTE 8 NB RAMP 128
SU
NN
YSID
E
DR.
RIVERSIDE ST.
"C" C.B.
H.H.
"C" C.B.
"C" C.
B.
"C" C.
B.
Elec MH"C" C
.B.
"C" C.B.
"C" C.B.
"C" C.B.
"C" C.B.
"C"
C.B.
"C"
C.B.
Bit
"C" C.B.
15"
Mpl.
Chain L
ink Fen
ce
12"
Oak
8" Pine
12" Oak
Twin 12" Oak
18" Oak
18" Oak
Chain L
ink Fenc
e
Elec MH
T.C. B
ox
Chain Link Fence
Metal Beam Rail
Conc. Curb
Conc. Curb
BCLC
BCLC
Conc. Curb
Conc. Curb
Conc.
Curb
Conc.
Curb
Chain L
ink Fen
ce
Chain Link Fen
ce
Conc. Curb
Conc. Cur
b
Conc. Curb
Conc. Curb
Conc. Curb
Conc. Curb
Conc. Curb
Chain
Link Fence
STORM M.H.'s
Span Pole
"C" C.
B.
Gran. Curb
12" Q
uad Lo
cust
APPROX LOC OF 12" GAS MAIN
APPROX LOC OF 12" GAS MAIN
APPROX LOC OF 12" GAS MAIN
APPROX LOC OF 12" GAS MAIN
APPROX LOC OF 12" GAS MAIN
APPR
OX LO
C OF 6"
GAS
MAIN
APPROX LOC OF 6" GAS MAIN
APPR
OX LO
C OF 6"
GAS
MAIN
APPROX LOC OF 12" GAS MAIN
Gran. Curb
Metal Beam Rail
Metal Beam Rail
BCLC
BCLC
Metal Beam Rail
Metal Beam Rail
Rip Rap
Metal Be
am Rail
Metal Be
am Rail
Chain L
ink Fen
ce
Endwall
15'' C. IRON
Metal Beam Rail
Metal Beam Rail
MB
R
Metal Beam Rail
Metal Beam Rail
Metal Beam Rail
AB
UT
BRID
GE
Metal Be
am Rail
Metal Beam Ra
il
Twin 10" Oak
BCLC
"C-G" C.B.
18" Oak P
AVED
DIT
CH
PAVED DITCH
PAVED DI
TCH
Conc. Walk
Conc. Walk
Conc. Walk
M.H.'s
APPROX. LOC. 8" WATER
APPR
OX.
LO
C. 8"
WATER
RIVERSIDE ST SOUTH BOUND
ON RAMP RTE. 8 S.B.
H.H.
OFF RAMP RTE. 8 N.B.
W.G.
255
260
260 265
265270
270
270
270
275
275
275
280
280
280
285
285
285
290
290
290
290
295
295
295
SIG
N
SIG
N
SIG
NSIG
N
LP
SIG
N
LP
LP
SIG
N
LP #151-
928
1516
336.57
lpol
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"=40'
40 800
SCALE IN FEETOF 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
7/21/2016
BLOCK:
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...\CAD\Br_03190E_General Plan.dgnPlotted Date:
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LIST 22-25 REHABILITATION OFBRIDGE 03190E
WATERBURY
PDG
GENERAL PLAN &ELEVATION
0151-0326MDS
CO
NN
EC
TIC
UT
CO
OR
DIN
AT
E
GRID
GENERAL NOTES:
DESIGN SPECIFICATIONS:
STRUCTURAL STEEL:
BITUMINOUS CONCRETE OVERLAY:
DIMENSIONS:
EXISTING DIMENSIONS:
CLASS "S" CONCRETE:
COMPOSITE CONSTRUCTION:
CLASS "F" CONCRETE:
JOINT SEAL:
EXPOSED EDGES:
CONCRETE COVER:
REINFORCMENT:
EPOXY COATED REINFORCING BARS:
CLOSED CELL ELASTOMER:
CONSTRUCTION JOINTS:
SPECIFICATIONS:
NONE
SEE STRUCTURE SHEET NOTES FOR DESIGNATIONS AND REQUIREMENTS.
OTHERWISE.
ALL REINFORCMENT SHALL HAVE TWO INCHES COVER UNLESS DIMENSIONED
ALL REINFORCMENT SHALL BE ASTM A615 GRADE 60.
DIMENSIONED OTHERWISE.
EXPOSED EDGES OF CONCRETE SHALL BE BEVELED 1" BY 1" UNLESS
COURSE OF HMA S0.375 FOR A TOTAL OF 2•".
COURSE OF HMA S0.25 AND THE SECOND SHALL BE 1•" THICK TOP
THIS SHALL CONSIST OF TWO LIFTS. THE FIRST SHALL BE 1" THICK BOTTOM
HAS REACHED A STRENGTH OF f'c=4000psi.
(TRAFFIC) WILL BE PERMITTED ON THE STRUCTURE AFTER THE CONCRETE
CONCRETE HAS REACHED A STRENGTH OF f'c = 3500psi. LIVE LOADS
STRUCTURE WHEN DIRECTED BY THE ENGINEER BUT ONLY WHEN THE
CONSTRUCTION LOADS AND DEAD LOADS WILL BE PERMITTED ON THE
NOT BE PERMITTED WITHOUT THE PRIOR APPROVAL OF THE ENGINEER.
CONSTRUCTION JOINTS, OTHER THAN THOSE SHOWN ON THE PLANS, WILL
OMITTED DIGITS SHALL BE ASSUMED TO BE ZEROES.
DIMENSIONS ARE GIVEN TO LESS THAN THREE DECIMAL PLACES, THE
IF NOTED OTHERWISE. ALL ELEVATIONS ARE GIVEN IN FEET. WHEN DECIMAL
ALL DIMENSIONS SHOWN ON THE PLANS ARE IN FEET AND INCHES EXCEPT
SUBMITTED FOR REFERENCE BY THE REVIEWER.
SUBMITTED FOR APPROVAL THE FIELD MEASUREMENT SHALL ALSO BE
ACCURACY. WHEN SHOP DRAWINGS BASED ON FIELD MEASUREMENTS ARE
FINISHED WORK AND SHALL ASSUME FULL RESPONSIBILITY FOR THEIR
ALL FIELD MEASUREMENTS NECESSARY TO ASSURE PROPER FIT OF THE
DESIGN DRAWINGS AND ARE NOT GUARANTEED. THE CONTRACTOR SHALL TAKE
THE GENERAL REFERENCE ONLY. THEY HAVE BEEN TAKEN FROM THE ORIGINAL
DIMENSIONS OF THE EXISTING STRUCTURE SHOWN ON THESE PLANS ARE FOR
DESIGN STRENGTHS:
LIVE LOAD:
FUTURE PAVING ALLOWANCE:
JULY 2013 AND SPECIAL PROVISIONS.
SPECIFICATIONS FORM 816 (2004), SUPPLEMENTAL SPECIFICATIONS DATED
CONNECTICUT DEPARTMENT OF TRANSPORTATION STANDARD
MANUAL (2003 EDITION), UP TO AND INCLUDING 2011 REVISIONS.
CONNECTICUT DEPARTMENT OF TRANSPORTATION BRIDGE DESIGN
INCLUDING 2013 INTERIM REVISIONS AS SUPPLEMENTED BY THE
AASHTO LRFD BRIDGE DESIGN SPECIFICATIONS SIXTH EDITION,
CLASS "S" CONCRETE SHALL BE USED FOR THE SUBSTRUCTURE REPAIRS.
IN THE SPECIAL PROVISIONS.
BLOCKS AND BRIDGE DECK, INCLUDING PATCHES, UNLESS OTHERWISE SPECIFIED
CLASS "F" CONCRETE SHALL BE USED FOR THE APPROACH SLABS, PARAPETS, END
AASHTO HL93STANDARD DESIGN VEHICLE:
CONCRETE FOR STRUCTURES".
REQUIREMENTS OF THE SUPPLEMENTAL SPECIFICATION "SECTION 6.01
THE CONCRETE IN THE CONSTRUCTED COMPONENTS SHALL CONFORM TO THE
COMPONENTS IS NOTED ABOVE. THE MINIMUM COMPRESSIVE STRENGTH OF
THE SPECIFIED CONCRETE STRENGTH USED IN DESIGN, f'c, OF THE CONCRETE
STRUCTURAL STEEL (ASTM M270, GRADE 50T2)..........................Fy = 50 KSI
REINFORCEMENT (ASTM A615 GRADE 60)...................................fy = 60 KSI
CLASS "F" CONCRETE.................................................................f'c = 4.0 KSI
CLASS "S" CONCRETE.................................................................f'c = 3.0 KSI
SEE SILICONE EXPANSION JOINT SYSTEM SPECIAL PROVISION.
BE INCLUDED IN THE COST OF THE ITEM "CLASS 'F' CONCRETE."
THE COST OF FURNISHING AND INSTALLING CLOSED CELL ELASTOMER SHALL
FOR "DEFORMED STEEL BARS (EPOXY COATED)".
OTHERWISE NOTED. THESE BARS SHALL BE INCLUDED IN THE PAY ITEM
APPROACH SLAB, AND THE PARAPETS SHALL BE EPOXY COATED UNLESS
ALL REINFORCEMENT IN THE SUPERSTRUCTURE INCLUDING THE DECK SLAB,
PLAN
ELEVATION
SCALE: 1" = 40'
SCALE: 1" = 40'
C EXP.C FIXEDL
LC EXP.C FIXEDL
LC EXP.C FIXEDL
LC EXP.C FIXEDL
LC EXP.C FIXEDL
LC EXP.C FIXEDL
L
L
LC FIXED
N42°-41'-17.8
"E
N40°-39'-05.1
"E
N38°-22'-14.2
"E
N36°-05'-23.3
"E
N33°-48'-32.4
"E
N31°-31'-41.5
"E
N29°-14'-50.6
"E
N29°-14'-50.6
"E
NORTH ABUTMENT
C BEARING
C PIER 7
L
L C PIER 6LC PIER 5L
C PIER 4LC PIER 3L C PIER 2L
C PIER 1L
300+00
301+00
302+00303+00
304+00
305+00
300+70.48
P.C. STA.LT. STD. LT. STD.
RTE. 8 RAMP 128 BL
BRIDGE 03190A
LT. STD.LT. STD.
BRIDGE 03190A
C PIER 7L C PIER 6L C PIER 5LC PIER 4L C PIER 3L C PIER 2L C PIER 1L
C BRG. N. ABUT. (EXP.)
GROUND
EXIST.
JCT BOX JCT BOX
S-02ROUTE 8 NB RAMP 128
70.16'
SPAN 6
70.15'
SPAN 5
70.15'
SPAN 4
70.16'
SPAN 3
70.15'
SPAN 2
69.25'
SPAN 1
63.24'
SPAN 7
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
7/21/2016
BLOCK:
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...\Br_03190E_Typical Section and Profile.dgnPlotted Date:
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LIST 22-25 REHABILITATION OFBRIDGE 03190E
WATERBURY
PDG
TYPICAL SECTION
0151-0326JSB
CONNECTICUT
AND PROFILE
300+00 301+00 302+00 303+00 304+00 305+00 306+00299+00
325
320
315
310
305
300
295
290
285
280
275
270
265
260
255
BRIDGE RAIL (TYP)
REMOVE EXIST ALUMINUM
1'-11" 1'-11"22'-10"10"
27'-6"
VARIES3 SPACES @ 7'-8" = 23'-0"VARIES
B ROUTE 8 RAMP 128TO EXPOSE DECK
MILL EXIST OVERLAY
7ƒ"
L
1'-11" 1'-11"22'-10"10"
27'-6"
B ROUTE 8 RAMP 128L
VARIES3 SPACES @ 7'-8" = 23'-0"VARIES
7ƒ"
CONCRETE OVERLAY
2•" BITUMINOUS
PARAPET (TYP)
MODIFIED BRIDGE
SCALE: …" = 1'-0"SCALE: …" = 1'-0"
EXISTING CROSS SECTIONPROPOSED CROSS SECTION
PROFILE - ROUTE 8 RAMP 128 BASELINE
HORIZONTAL SCALE: 1" = 50'
VERTICAL SCALE: 1" = 10'
ST
A. 299+
99.7
3
C
PIE
R 1
ST
A. 300+
70.4
8
C
PIE
R 2
ST
A. 301+
42.1
3
C
PIE
R 3
ST
A. 302+
13.7
9
C
PIE
R 4
ST
A. 302+
85.4
4
C
PIE
R 5
ST
A. 303+
57.0
9
C
PIE
R 6
ST
A. 304+
28.7
5
C
PIE
R 7
ST
A. 304+
28.7
5
C
BR
G.
N.
AB
UT.
L L L L L L L L
260' V.C.140' V.C.
EL. 290.7
8
P.V.I. 306+
40
EL. 321.0
5
P.V.I. 300+
25
S-03ROUTE 8 NB RAMP 128
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
7/21/2016
BLOCK:
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LIST 22-25 REHABILITATION OFBRIDGE 03190E
WATERBURY
PDGCONNECTICUT
JSB
NORTH ABUTMENT
CO
NNECTIC
UT
CO
OR
DIN
ATE GRID
NORTH ABUTMENT PLAN
SCALE: ‚" = 1'-0"
SCALE: ‚" = 1'-0"
NORTH ABUTMENT ELEVATIONSCALE: ‚" = 1'-0"
NORTHWEST WINGWALL ELEVATION
SCALE: ‚" = 1'-0"
NORTHEAST WINGWALL ELEVATION
0151-0326
6"
6" 6"
EXISTING GRADE
EXISTING GRADEEXISTING GRADE
1' DIA
8" DIA x 1"D
TO 10"L x 6"H x 1"D
RANDOM SPALLING UP
TOP OF BACKWALL W/
WITH SPALL
1' DIA HOLLOW
1'
4" DIA
SUBSTRUCTURE NOTES
PIER 1 DETAILS
SEE BRIDGE NO. 03190A DRAWINGS FOR5.
EPOXY INJECTION CRACK REPAIR.
AREAS OF CRACKING SHALL BE SEALED WITH 4.
REPAIR DETAILS ON DRAWING NO. S-23.
REMOVED AND REPAIRED. SEE TYPICAL CONCRETE
SPALLED AND HOLLOW AREAS SHALL BE 3.
CONCRETE DEFICIENCIES.
CONTRACTOR SHALL FIELD VERIFY ALL NOTED 2.
DRAWINGS AND SHALL BE FIELD VERIFIED.
PROVIDED ARE FROM ORIGINAL CONSTRUCTION
EXISTING DIMENSIONS AND ELEVATIONS 1.
6"
6"L
SHALLOW BAR
1.5'L
LEGEND:
HAIRLINE CRACKS (HLC)
SPALL AREA WITH EXPOSED REBAR
SPALL AREA
HOLLOW AREA (HA)
2'H
S-06ROUTE 8 NB RAMP 128
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
7/21/2016
BLOCK:
SIGNATURE/
...\CAD\BR_03190E_Pier 2.dgnPlotted Date:
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LIST 22-25 REHABILITATION OFBRIDGE 03190E
WATERBURY
PDGCONNECTICUT
PIER 2
JSB
CONNECTICUT
COORDINATE
GRID
SCALE: ‚" = 1'-0"
PIER 2 PLAN
SCALE: ‚" = 1'-0"
PIER 2 SOUTH ELEVATIONSCALE: ‚" = 1'-0"
PIER 2 NORTH ELEVATION
SCALE: ‚" = 1'-0"
PIER 2 WEST ELEVATION
LEGEND:
6" ON SEAT
EXTENDS
7"
6" W/ RUST
4' W/ RUST
4"
W/ RUST
2'L VT HLC
13"
2.5'L
4'L W/ RUST
& EFFLORESCENCE
4' HLC W/ RUST
EXISTING GRADE
EXISTING GRADE
(2) 1' DIA. HOLLOW AREAS(2) 1' DIA. HOLLOW AREAS
0151-0326
HAIRLINE CRACKS (HLC)
SPALL AREA WITH EXPOSED REBAR
SPALL AREA
HOLLOW AREA (HA)
S-07ROUTE 8 NB RAMP 128
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
7/21/2016
BLOCK:
SIGNATURE/
...\CAD\BR_03190E_Pier 3.dgnPlotted Date:
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LIST 22-25 REHABILITATION OFBRIDGE 03190E
WATERBURY
PDGCONNECTICUT
PIER 3
JSB
CONNECTI
CUT
COO
RDINATE
GRID
PIER 3 PLANSCALE: ‚" = 1'-0"
SCALE: ‚" = 1'-0"
PIER 3 SOUTH ELEVATIONSCALE: ‚" = 1'-0"
PIER 3 NORTH ELEVATION
LEGEND:
2'L
18"L
1" HLC W/ CAST
3'L HLC
5'L HLC
SPALL
6"L x 3" H x 1" D
SPALL
6" x FH x 1"D
1' DIA HOLLOW AREA
EXISTING GRADE EXISTING GRADE
4' x 1' HOLLOW AREA
0151-0326
HAIRLINE CRACKS (HLC)
SPALL AREA WITH EXPOSED REBAR
SPALL AREA
HOLLOW AREA (HA)
S-08ROUTE 8 NB RAMP 128
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
7/21/2016
BLOCK:
SIGNATURE/
...\CAD\BR_03190E_Pier 4.dgnPlotted Date:
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LIST 22-25 REHABILITATION OFBRIDGE 03190E
WATERBURY
PDGCONNECTICUT
PIER 4
JSB
CO
NNECTI
CUT
CO
ORDI
NATE GRI
D
SCALE: ‚" = 1'-0"
PIER 4 PLAN
SCALE: ‚" = 1'-0"
PIER 4 SOUTH ELEVATIONSCALE: ‚" = 1'-0"
PIER 4 NORTH ELEVATION
SCALE: ‚" = 1'-0"
PIER 4 EAST ELEVATION
LEGEND:
W/ RUST
1' x 1' HA
2'L6"
10"5"
1'L
3'L
2'L
3'L
1'1'
1'2'L
SPALL
6" x FH x 1"D
2'L HLC
1' DIA HOLLOW AREA
0151-0326
EXISTING GRADE EXISTING GRADE
HAIRLINE CRACKS (HLC)
SPALL AREA WITH EXPOSED REBAR
SPALL AREA
HOLLOW AREA (HA)
S-09ROUTE 8 NB RAMP 128
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
7/21/2016
BLOCK:
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...\CAD\BR_03190E_Pier 5.dgnPlotted Date:
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LIST 22-25 REHABILITATION OFBRIDGE 03190E
WATERBURY
PDGCONNECTICUT
PIER 5
JSB
CO
NNECTIC
UT
CO
OR
DIN
ATE GRID
SCALE: ‚" = 1'-0"
PIER 5 PLAN
SCALE: ‚" = 1'-0"
PIER 5 SOUTH ELEVATIONSCALE: ‚" = 1'-0"
PIER 5 NORTH ELEVATION
LEGEND:
FH HLC @ PED
1'
0151-0326
HAIRLINE CRACKS (HLC)
SPALL AREA WITH EXPOSED REBAR
SPALL AREA
HOLLOW AREA (HA)
S-10ROUTE 8 NB RAMP 128
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
7/21/2016
BLOCK:
SIGNATURE/
...\CAD\BR_03190E_Pier 6.dgnPlotted Date:
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LIST 22-25 REHABILITATION OFBRIDGE 03190E
WATERBURY
PDGCONNECTICUT
PIER 6
JSB
CO
NNECTIC
UT
CO
OR
DIN
ATE GRID
SCALE: ‚" = 1'-0"
PIER 6 PLAN
SCALE: ‚" = 1'-0"
PIER 6 SOUTH ELEVATION
SCALE: ‚" = 1'-0"
PIER 6 NORTH ELEVATION
LEGEND:
4"1' W/ EFFLORESCNENCE
2.5'
EXISTING GRADE
1' x 4" x 2"D1' x 4" x 2"D
OF CONC. KEEPER
FRONT & REAR
1' x 4" x 2"D @
1' W/ RUST
ON UNDERSIDE
3' LONG CRACK
6" x 4" x 1"D
EXISTING GRADE
0151-0326
HAIRLINE CRACKS (HLC)
SPALL AREA WITH EXPOSED REBAR
SPALL AREA
HOLLOW AREA (HA)
S-11ROUTE 8 NB RAMP 128
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
7/21/2016
BLOCK:
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...\CAD\BR_03190E_Pier 7.dgnPlotted Date:
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LIST 22-25 REHABILITATION OFBRIDGE 03190E
WATERBURY
PDGCONNECTICUT
PIER 7
JSB
CO
NNECTIC
UT
CO
OR
DIN
ATE GRID
SCALE: ‚" = 1'-0"
PIER 7 PLAN
SCALE: ‚" = 1'-0"
PIER 7 SOUTH ELEVATIONSCALE: ‚" = 1'-0"
PIER 7 NORTH ELEVATION
LEGEND:
FH HLC @ PED
EXISTING GRADE EXISTING GRADE
8"
FH x HLC @ PED
6"
8" W/ EFFLORESCENCE
2' W/ EFFLORESCENCE
1' W/ EFFLORESCENCE
8"
10" 6"
6"
' HLC W/ EFFLORESCENCE213
0151-0326
6"
HAIRLINE CRACKS (HLC)
SPALL AREA WITH EXPOSED REBAR
SPALL AREA
HOLLOW AREA (HA)
S-12ROUTE 8 NB RAMP 128
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
7/21/2016
BLOCK:
SIGNATURE/
...\CAD\Br_03190E_Framing Plan.dgnPlotted Date:
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LIST 22-25 REHABILITATION OFBRIDGE 03190E
WATERBURY
PDGCONNECTICUT
FRAMING PLAN
JSB
CO
NN
EC
TIC
UT
CO
OR
DIN
AT
E
GRID
CO
NNECTIC
UT
CO
OR
DIN
ATE
GRID
C PIER 2
C PIER 3C PIER 4
C PIER 5
C PIER 6C PIER 7C BEARING NORTH ABUTMENT
104
103
102
101
204
203
202
201301
302
303
304
401
402
403
404
501
502
503
504
601
602
603
604
701
702
703
704
SPAN 1SPAN 2
SPAN 3
SPAN 4
SPAN 5SPAN 6SPAN 7
SCALE: ‚" = 1'-0"
FRAMING PLAN - SPANS 1-4
SCALE: ‚" = 1'-0"
FRAMING PLAN - SPANS 5-7
LLL
L
L
LL
L
B ROUTE 8 RAMP 128
B ROUTE 8 RAMP 128L
L
C PIER 1
2" A
SOLE & LOAD PLATES
IMPACTED RUST BETWEEN
SOLE & LOAD PLATES
IMPACTED RUST BETWEEN
SOLE & LOAD PLATES
IMPACTED RUST BETWEEN
SOLE & LOAD PLATES
IMPACTED RUST BETWEEN
LAMINATED RUST
FIXED BRGS W/
0151-0326
WELD & 1"L CR IN VERT WELD
"L CR IN BOT HORIZ414
DIAPH. TO CONN. P W/
WELD
"L CR IN BOT HORIZ 414
DIAPH. TO CONN. P W/L
L
CR IN VERT WELD
"L 1613IN BOT HORIZ WELD &
DIAPH. TO CONN. P W/ 4"L CR CRACKED THROUGH
BOT HORIZ WELD IS
DIAPHRAGM TO CONN PL
TEMPERATURE
MODE FOR THE AMBIENT
BRG IS IN THE INCORRECT
4"L CR IN TOP HORIZ WELD
DIAPH. TO CONN. P W/
4"L CR IN BOT HORIZ WELD
DIAPH. TO CONN. P W/
L
L(ALL SL'S PAINTED)
9"L @ BOTH SIDES OF BRG)
" x UP TO1613"L x 18"L (
" PITTING81UP TO
SOLE & LOAD PLATE
IMPACTED RUST BETWEEN
NOTES:
OVER UNLESS NOTED OTHERWISE
ALL NOTED SECTION LOSS IS PAINTED1.
SOLE & LOAD PLATE
IMPACTED RUST BETWEEN
SOLE & LOAD PLATE
IMPACTED RUST BETWEEN
(PAINTED OVER)
"D SL 81BRG STIFF W/ FW x 2"H x
"D (MAX) SL163BOT OF WEB W/ 15"L x 4"H x
WEST SIDE:
"D (MAX) SL41"H x 2
1BRG STIFF W/ FW x 4
"D (AVG) SL81BOT OF WEB W/ 16"L x 6"H x
EAST SIDE:
" REM161"H X 2
1BRG STIFF W/ FW x 2
"D 163BRG STIFF W/ FW x 9"H x
"D 41"-16
3 BOT OF WEB W/ 12"L x 3"H x
"D 81BRG STIFF SL, FW x 6" x
"D (MAX) 81BOT OF WEB W/ 2'L x 5"H x
WEST SIDE:
"D81BRG STIFF W/ FW x 1"H x
"D81BOT OF WEB W/ 6"L x 4"H x
EAST SIDE:
PAINTED OVER @ BASE OF WEB
"D (MAX)81"H x 2
1 BOT OF WEB W/ 31"L x 3
WEST SIDE:
"D81BRG STIFF W/ FW x 1"H x
PAINTED OVER @ BASE OF WEB
"D81BOT OF WEB W/ 12"L x 4"H x
EAST SIDE:" A4
3 3
C PIER 5L
BOTTOM FLANGE.
A CRACK IN WELD BETWEEN SOLE PL. &
S-13ROUTE 8 NB RAMP 128
CO
NNECTIC
UT
CO
OR
DIN
ATE
GRID
CO
NN
EC
TIC
UT
CO
OR
DIN
AT
E
GRID
STANDARD
LIGHTING
STANDARD
LIGHTING
2'-0" (TYP.)
DECK END (TYP.)
REMOVE AND REPLACE
CONCRETE OVERLAY, TYPICAL ALL SPANS
REMOVE AND REPLACE BITUMINOUS
MODIFY PARAPET (TYP.)
REMOVE RAILING AND
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
7/21/2016
BLOCK:
SIGNATURE/
...\CAD\Br_03190E_Deck Plan.dgnPlotted Date:
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LIST 22-25 REHABILITATION OFBRIDGE 03190E
WATERBURY
PDGCONNECTICUT
DECK PLAN
JSB
C PIER 1
C PIER 2C PIER 3
C PIER 4
C PIER 5
C PIER 6
C PIER 7
C BEARING NORTH ABUTMENTL
L
L
L
LL
L
L
B ROUTE 8 RAMP 128
B ROUTE 8 RAMP 128L
L
SCALE: ‚" = 1'-0"
SCALE: ‚" = 1'-0"
DECK PLAN - SPANS 1-4
DECK PLAN - SPANS 5-7
SPAN 1SPAN 2SPAN 3SPAN 4
SPAN 5SPAN 6SPAN 7
300+00
301+00302+00
303+00304+00
305+00 @ RANDOM LOCATIONS
DEPRESSED UP TO 1"
COMPRESSION SEAL
DECK END (TYP.)
REMOVE AND REPLACE
CONCRETE OVERLAY, TYPICAL ALL SPANS
REMOVE AND REPLACE BITUMINOUS
MODIFY PARAPET (TYP.)
REMOVE RAILING AND
0151-0526
S-15ROUTE 8 NB RAMP 128
CO
NNECTIC
UT
CO
OR
DIN
ATE
GRID
CO
NN
EC
TIC
UT
CO
OR
DIN
AT
E
GRID
50%
FW @ HAUNCH
(1) W/ EFFLO
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
7/21/2016
BLOCK:
SIGNATURE/
...\Br_03190E_Underside of Deck Repair Plan.dgnPlotted Date:
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LIST 22-25 REHABILITATION OFBRIDGE 03190E
WATERBURY
PDGCONNECTICUT
JSB
SCALE: ‚" = 1'-0"
SCALE: ‚" = 1'-0"
UNDERSIDE OF DECK PLAN - SPANS 1-4
UNDERSIDE OF DECK PLANS - SPANS 5-7
0151-0526
50%
10%
15%
ONTO SUPERSTR COMP.
W/ NO EVID. OF LEAKAGE
SHORT/BROKEN WEEP
HL CR (TYP.)
RANDOM 2'L
C PIER 2L
C PIER 3L
C PIER 4L
C PIER 5L
WEEP PIPE (TYP.)
75%
W/ EFFLOSPAN 4
W/ EFFLO
SPAN 3
FW x 1'W
20%
25%50%30%
W/ EFFLO
25%
C PIER 1L
B ROUTE 8 RAMP 128L
CRACKS (TYP.)
RANDOM 2'L
SPAN 2
C BEARING NORTH ABUTMENTL
C PIER 7L
C PIER 6L
WEEP PIPE (TYP.)
2'x1'
15% 60%
10%
2'x1'
10%W/ EFFLO
W/ EFFLO
10%
15% 30%
30%
10%30%
SPAN 5SPAN 6SPAN 7
W/ EFFLO
3' DIA.
W/ EFFLO
4' DIA.
B ROUTE 8 RAMP 128L
C PIER 5L
FW x 2'
13.1%
6.1%
% DETERIORATION
1
2
3
4
5
6
7
6.9%
18.7%
10.9%
18.7%
12.3%
SPAN
DECK DETERIORATION
LEGEND:
HAIRLINE CRACKS (HLC)
SPALL AREA WITH EXPOSED REBAR
SPALL AREA
HOLLOW AREA (HA)
UNDERSIDE OF DECKREPAIR PLAN
(3)
(1)
(1)(1)
(2)(3)
18"L50%
SPAN 1
75%
2'x3'
CRACKS (TYP.)
RANDOM 2'L
(1)
(2)
(1) W/ EFFLO
(1)
(1)
(2)
(1)(3)
(3)
(4)
(5)
(4)
(3)(3)
(2)
(2)
(1)
(1)
(1)
(2)
1" x 6" HA
6' x 1'
(1)
(2)
(2)
(2)
(1) W/ EFFLO
(1) W/ EFFLO
(1)
(1)
(2)
(2)(1)
S-16ROUTE 8 NB RAMP 128
PRELIMINARY 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
7/21/2016
BLOCK:
SIGNATURE/
...\Br_03190E_Substructure Concrete Repairs.dgn
Border Version: 11/29/13
Plotted Date:
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PDGS-18
SUBSTRUCTURE CONCRETE REPAIRS
SCALE: 1" = 1'-0"
1"
MIN.
CL.
(A
LL
AR
OU
ND)
LENGTH OF DETERORATION 32 BAR DIA. MIN. LAP SPLICE (TYP.)
EXISTING DETERIORATED REINFORCING BAR
FACE OF EXISTING CONCRETE
0"
(SEE NOTE 7)
BAR (EPOXY COATED)
PROPOSED REINFORCING
SCALE: 1" = 1'-0"
6" MIN
COVER TO REINF. BAR
PROVIDE 2" MIN. CONC.
1/4" MIN.
1" MAX.
REINF. BAR
EXIST. DEBOUNDED
SCALE: 3" = 1'-0"
LI
MITS
OF
REP
AIR
1/4" (
MIN.) T
O
1"
MA
X
(TYP. ALL AROUND)
COMPOUND
EPOXY RESIN
OR ABUTMENT
FACE OF PIER
CONCRETE
LIMITS OF SOUND
(SEE NOTE 1)
AREA TO BE REMOVED
AROUND CONCRETE
CUT 1/2" DEEP ALL
VARIABLE DEPTH PATCH
1/4" (
MIN.) T
O
1" (
MA
X.)
LI
MITS
OF
REP
AIR
1" MIN
(TYP. ALL AROUND)
COMPOUND
EPOXY RESIN
OR ABUTMENT
FACE OF PIER
CONCRETE
LIMITS OF SOUND
(SEE NOTE 1)
AREA TO BE REMOVED
AROUND CONCRETE
CUT 1/2" DEEP ALL
SCALE: 1" = 1'-0"
LIMIT OF SURFACE SPALL
(SEE NOTE 10)
BUMP OUT DETAIL
TOP OF PEDESTAL
TOP OF PIER CAP
ALL AROUND (TYP.)
CUT 1/2" DEEP
(TYP. ALL AROUND)
EPOXY RESIN COMPUND
GREATER) (TYP.)
(WHICHEVER IS
SOUND CONCRETE
OR TO LIMITS OF
REINFORCEMENT
CLEAR BEYOND
REMOVE TO MIN 1"
1" MIN.
ALL AROUND (TYP.)
CUT 1/2" DEEP
(TYP. ALL AROUND)
EPOXY RESIN COMPUND
GREATER) (TYP.)
(WHICHEVER IS
SOUND CONCRETE
OR TO LIMITS OF
REINFORCEMENT
CLEAR BEYOND
REMOVE TO MIN 1"1" MIN.
SEE NOTE 9SEE NOTE 9
SCALE: 3" = 1'-0"
VARIES
SEE NOTE 14
CONCRETE
SOUND
LIMITS OF
(TYP.)
COMPUND
EPOXY RESIN
SEE NOTE 8
1" MIN.
LIMITS OF SOUND CONCRETE
EPOXY RESIN COMPUND (TYP.)
A
-
1" BEYOND THE PROPOSED ANCHOR BOLTS.
OF REPAIR CONCRETE. LIMITS OF REPAIR SHALL EXTEND A MINIMUM OF
PEDESTAL REPAIRS SHALL BE DRILLED AND SET PRIOR TO PLACEMENT
KEEPER ASSEMBLY ANCHOR BOLTS THAT FALL WITHIN THE LIMITS OF 14.
REPAIR AS INDICATED IN DECK REPAIR NOTES, AS APPLICABLE.
ALL SURFACES SHALL BE CLEANED AND PREPARED FOR CONCRETE 13.
'S' CONCRETE."
ALL SUBSTRUCTURE REPAIRS SHALL BE PAID FOR UNDER ITEM "CLASS 12.
PARTIAL-DEPTH REPAIRS ON PIER COLUMNS.
CONTRACTOR MAY ELECT TO USE BUMP OUT REPAIR DETAIL FOR 11.
SECTIONS OF THE PIER CAP OR EACH COLUMN AT ONE TIMES.
CONTRACTOR SHALL NOT WORK ON MORE THAN TWO NONADJACENT 10.
REPAIR WITH CLASS "S" CONCRETE.
SUBSTRUCTURE SURFACE REPAIRS THAT ARE GREATER THAN 1" DEEP,
THAN 2 S.F. IN AREA, REPAIR USING A VARIABLE DEPTH PATCH. FOR
SUBSTRUCTURE CONCRETE SURFACE REPAIRS THAT ARE 1" DEEP OR LESS
CONCRETE, USE SUBSTRUCTURE PARTIAL-DEPTH REPAIR. FOR
IF REINFORCING IS ENCOUNTERED WITHIN LIMITS OF DETERIORATED 9.
LOCATION TO LOCATION.
ACTUAL REINFORCEMENT SIZE AND SPACING WILL VARY FROM
CONCRETE REPAIR DETAILS PROVIDED ON THIS SHEET ARE GENERAL. 8.
MECHANICALLY SPLICE THE NEW BAR TO EXISTING REINFORCEMENT.
CONTRACTOR MAY CUT OUT THE DETERIORATED BAR AND
SUPPLEMENTING A BAR ADJACENT TO A DETERIORATED BAR, THE
ALONG THE DETERIORATED OR BROKEN BAR. IN LIEU OF
OR BREAK IS OBSERVED AND SHALL BE PLACED AT THE SAME LEVEL
EXTEND 32 BAR DIAMETERS PAST LOCATIONS WHERE SECTION LOSS
REINFORCEMENT IS BROKEN. THE NEW REINFORCING BAR SHALL
SECTION, AS DETERMINED BY THE ENGINEER, OR THE EXISTING
HAS A SECTION LOSS OF 25% OR MORE OF THE ORIGINAL CROSS
SUPPLEMENT AN EXISTING REINFORCING BAR WHEN AN EXISTING BAR
A NEW REINFORCING BAR (EPOXY COATED) SHALL BE PLACED TO 7.
"VARIABLE-DEPTH PATCH" AND "CLASS 'S' CONCRETE."
SPECIFICATIONS PROVIDED IN THE SPECIAL PROVISIONS FOR
ALL CONCRETE REPAIR MATERIALS SHALL BE IN ACCORDANCE WITH 6.
INHIBITING CHEMCALS.
AND WET THE SURFACE SHALL CONTAIN NO DETERGENTS OR BOND
SURFACE DRY WITH NO STANDING WATER. WATER USED TO PREPARE
WET CONCRETE REPAIR AREA SO THAT SUBSTRATE IS SATURATED 5.
REMOVED JUST PRIOR TO PATCHING.
MATERIALS (DIRT, GREASE, LOOSELY BONDED AGGREGATE) HAVE BEEN
THE CONTRACTOR SHALL ENSURE THAT ALL BOND INHIBITING 4.
IMMEDIATELY NOTIFIED.
SURFACE, REMOVAL WORK SHALL STOP AND THE ENGINEER SHALL BE
IF SOUND CONCRETE IS NOT FOUND AT 6" BEHIND ORIGINAL FINISHED 3.
FOR "VARIABLE-DEPTH PATCH" AND "CLASS 'S' CONCRETE."
SURROUNDING CONCRETE AS SPECIFIED IN THE SPECIAL PROVISIONS
IF REINFORCING STEEL IS EXPOSED, CLEAN EXPOSED STEEL AND 2.
AVOID CUTTING REINFORCING STEEL.
EXCAVATION. USE CUT DEPTH OF •" OR LESS AS REQUIRED TO
CUT ALONG NEAT LINES AROUND REPAIR AREA PRIOR TO CONCRETE 1.
CONCRETE REPAIR - SURFACE PREPARATION NOTES:
CONCRETE REPAIR - CONSTRUCTION NOTES:
SUBSTRUCTURE CONCRETE REPAIR - GENERAL NOTES:
TYPICAL DETERIORATED REINFORCING BAR REPAIR DETAIL
PIER COLUMN SECTIONPIER CAP SECTION
CONCRETE PIER REPAIR DETAILS
CONCRETE SURFACE REPAIR
CLASS "S" CONCRETE REPAIR PEDESTAL SECTION
BUMPOUT REPAIR
PLAN
SECTION A
PEDESTAL PLAN
PEDESTAL PARTIAL DEPTH REPAIR
EXISTING REINFORCEMENT EXISTING REINFORCEMENT
1:1 SLOPE (TYP.)REMOVED
CONCRETE AREA TO BE
SAWCUT •" DEEP AROUND
LIST 22-25 REHABILITATION OFBRIDGE 03190E
WATERBURYCONNECTICUT
0151-0326
ROUTE 8 NB RAMP 128
PRELIMINARY 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
7/21/2016
BLOCK:
SIGNATURE/
...\Br_03190E_Deck Concrete Repairs.dgn
Border Version: 11/29/13
Plotted Date:
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PDGS-19
DECK CONCRETEREPAIRS
FULL-DEPTH DECK PATHSCALE: 3" = 1'-0"
SCALE: 3" = 1'-0"
PARTIAL-DEPTH DECK PATH
4
1
LIMITS OF CONCRETE REMOVAL & REPAIR
1/4" (MIN.) TO 1" (MAX.)
EPOXY RESIN COMPOUND (TYP.)
CONCRETE (SEE NOTE 3)
OR DETERIORATED
SPALLED, DELAMINATED,
BAR (SEE NOTE 11)
NEW REINFORCING
BAR (SEE NOTE 11)
NEW REINFORCING
(SEE NOTE 6)
AREA TO BE REMOVED
AROUND CONCRETE
CUT 1/2" DEEP ALL
7‚
" D
EC
K
DEP
TH
OF
DE
T.
CO
NC
RE
TE
50
%
OF
DE
CK (S
EE
NO
TE 3)
SURFACE LINE
SOUND CONCRETE SEE NOTE 5
LIMITS OF CONCRETE REMOVAL & REPAIR
1/4" (MIN.) TO 1" (MAX.)
CONCRETE (SEE NOTE 3)
OR DETERIORATED
SPALLED, DELAMINATED,
(SEE NOTE 6)
AREA TO BE REMOVED
AROUND CONCRETE
CUT 1/2" DEEP ALL
(TYP. ALL AROUND)
EPOXY RESIN COMPOUND
7‚
"
50
%
OF
DE
CK
MA
X. (S
EE
NO
TE 3)
1"
MIN.
CLE
AR (T
YP.
ALL
AR
OU
ND)
VERTICAL SLOPE OF 4 VERTICAL TO 1 HORIZONTAL (TYP.)
REMOVE SOUND CONCRETE AS REQUIRED TO OBTAIN MINIMUM 5.
CONCRETE DECK PATCH - SURFACE PREPARATION NOTES:
LOCATION AND TYPE OF REPAIR REQUIRED.
INSPECTION OF THE STRUCTURAL SLAB AND DESIGNATE THE EXTENT,
OF THE CONCRETE DECK IS REMOVED. THE ENGINEER WILL PERFORM AN
ENGINEER CLEAR ACCESS TO THE BRIDGE DECK BEFORE ANY PORTION
WATERPROOFING ARE REMOVED, THE CONTRACTOR SHALL PROVIDE THE
AFTER THE EXISTING WEARING SURFACE AND MEMBRANE 2.
SEE SPECIAL PROVISIONS FOR ACCEPTABLE MATERIALS AND METHODS.
(POP-OUTS) SHALL BE PAID FOR UNDER ITEM "PARTIAL DEPTH PATCH."
ALL PARTIAL-DEPTH DECK PATCHES AND UNDERSIDE OF DECK REPAIRS 1.
BE APPLIED TO THE EXPOSED STEEL AREAS.
CONCRETE, THE REBAR SHALL BE CLEANED AND EPOXY COATING SHALL
THAN 5 SF OR IF THE REINFORCEMENT IS STILL PARTIAL ENCASED IN
DECK COMPLETELY EXPOSES THE REINFORCEMENT FOR AN AREA LESS
FULL-DEPTH REPAIR. IF THE DETERIORATION IN THE UNDERSIDE OF
OR GREATER THAN 5 SF, THE AREA SHALL BE TREATED WITH A
COMPLETELY EXPOSES THE REINFORCEMENT FOR AN AREA EQUAL TO
APPLICATIONS. IF DETERIORATION IN THE UNDERSIDE OF THE DECK
PARTIAL-DEPTH PATCHES SHALL NOT BE USED FOR OVERHEAD 4.
FULL-DEPTH REPAIRS.
MORE THAN 50% OF THE CONCRETE DECK THICKNESS SHALL BE
CONCRETE DECK THICKNESS. REPAIRS THAT REQUIRE REMOVAL OF
OF THE TOP LAYER OF REINFORCING STEEL, UP TO 50% OF THE
SHALL BE REMOVED TO A MINIMUM DEPTH OF 1" BELOW THE BOTTOM
DECK SLAB OR REINFORCING STEEL IS ENCOUNTERED. CONCRETE
CONCRETE IS REACHED MORE THAN 1" DEPTH FROM THE TOP OF THE
PARTIAL-DEPTH PATCHES SHALL BE USED IN AREAS WHERE SOUND 3.
"PARTIAL-DEPTH PATCH" AND "FULL DEPTH PATCH."
SPECIFICATIONS PROVIDED IN THE SPECIAL PROVISIONS FOR
ALL CONCRETE REPAIR MATERIALS SHALL BE IN ACCORDANCE WITH 10.
INHIBITING CHEMCALS.
AND WET THE SURFACE SHALL CONTAIN NO DETERGENTS OR BOND
SURFACE DRY WITH NO STANDING WATER. WATER USED TO PREPARE
WET CONCRETE REPAIR AREA SO THAT SUBSTRATE IS SATURATED 9.
REMOVED IMMEDIATELY PRIOR TO PATCHING.
MATERIALS (DIRT, GREASE, LOOSELY BONDED AGGREGATE) HAVE BEEN
THE CONTRACTOR SHALL ENSURE THAT ALL BOND INHIBITING 8.
FOR "PARTIAL-DEPTH PATCH".
SURROUNDING CONCRETE AS SPECIFIED IN THE SPECIAL PROVISIONS
IF REINFORCING STEEL IS EXPOSED, CLEAN EXPOSED STEEL AND 7.
AVOID CUTTING REINFORCING STEEL.
EXCAVATION. USE CUT DEPTH OF •" OR LESS AS REQUIRED TO
CUT ALONG NEAT LINES AROUND REPAIR AREA PRIOR TO CONCRETE 6.
WILL VARY FROM LOCATION TO LOCATION.
THIS SHEET ARE GENERAL. ACTUAL REINFORCEMENT SIZE AND SPACING
DECK REINFORCEMENT AND CONCRETE PATCH DETAILS PROVIDED ON 13.
SURFACE.
PLACEMENT OF PROPOSED MEMBRANE WATERPROOFING AND WEARING
EXCEEDING „" SHALL BE GROUND DOWN OR REPAIRED PRIOR TO
GRADES AND CROSS SLOPES. HUMPS OR SAGS IN THE PATCH
THE ADJACENT EXISTING DECK SLAB AND MAINTAIN THE EXISTING
THE TOP OF DECK SURFACE FOR ALL PATCHES SHALL BE EVEN WITH 12.
SEE SUBSTRUCTURE CONCRETE REPAIRS FOR DETAIL.
MECHANICALLY SPLICE THE NEW BAR TO EXISTING REINFORCEMENT.
CONTRACTOR MAY CUT OUT THE DETERIORATED BAR AND
SUPPLEMENTING A BAR ADJACENT TO A DETERIORATED BAR, THE
ALONG THE DETERIORATED OR BROKEN BAR. IN LIEU OF
OR BREAK IS OBSERVED AND SHALL BE PLACED AT THE SAME LEVEL
EXTEND 32 BAR DIAMETERS PAST LOCATIONS WHERE SECTION LOSS
REINFORCEMENT IS BROKEN. THE NEW REINFORCING BAR SHALL
SECTION, AS DETERMINED BY THE ENGINEER, OR THE EXISTING
HAS A SECTION LOSS OF 25% OR MORE OF THE ORIGINAL CROSS
SUPPLEMENT AN EXISTING REINFORCING BAR WHEN AN EXISTING BAR
A NEW REINFORCING BAR (EPOXY COATED) SHALL BE PLACED TO 11.
PRICE PER SQUARE YARD FOR "REMOVAL OF CONCRETE DECK (BRIDGE)".
THE LIMITS OF THE LINK SLAB SHALL BE PAID FOR AT THE CONTRACT UNIT 17.
HAUNCH REMOVAL". REMOVAL OF THE CONCRETE HAUNCH WITHIN
FOR AT THE CONTRACT UNIT PRICE PER LINEAR FOOT FOR "CONCRETE
CONCRETE HAUNCH OUTSIDE THE LIMITS OF THE LINK SLAB SHALL BE PAID
PRECAUTIONS SHALL BE TAKEN TO AVOID THIS CONDITION. REMOVAL OF THE
REINFORCING STEEL EXPOSED DURING HAUNCH REMOVAL. ALL REASONABLE
IF OVER-REMOVAL RESULTS, APPLY TWO COATS OF EPOXY RESIN TO DECK 16.
ORDERED BY THE ENGINEER.
CLEARANCE FOR SAW-CUTTING EQUIPMENT SUCH AS ABOVE DIAPHRAGMS AS
THIS METHOD TO BE USED ONLY IN THOSE AREAS HAVING INSUFFICIENT 15.
ALL HAUNCHES SHALL BE REMOVED AS PART OF THE BRIDGE REHABILITATION.14.
HAUNCH REMOVAL NOTES:
CONCRETE DECK PATCH - CONSTRUCTION NOTES:
CONCRETE DECK PATCH - FULL-DEPTH NOTES:
CONCRETE DECK PATCH - PARTIAL-DEPTH NOTES:
CONCRETE DECK PATCH - GENERAL NOTES:
REINFORCMENT (TYP.)
EXISTING DECK
LIST 22-25 REHABILITATION OFBRIDGE 03190E
WATERBURYCONNECTICUT
0151-0326
ROUTE 8 NB RAMP 128
AND REPLACE WITH PATCHING MATERIAL
REMOVE ALL DETERIORATED CONCRETE
AFTER REMOVING THE EXISTING OVERLAY
SCALE: ƒ" = 1'-0"
A
REMOVAL - EXISTING ASPHALTIC PLUG JOINT AT ROADWAY SLAB
SEE NOTE #2
JOINT REMOVAL
LIMITS OF
-{ JOINT
REMOVE BRIDGING PLATE
BRIDGE DECK
10"10"
BITUMINOUS SHOULDER
CONCRETE PAVEMENT OR
AGGREGATE
REMOVE BINDER WITH
INSTALL NEW EXPANSION JOINT
MATERIAL TO A DEPTH NECESSARY TO
REMOVE LOCATING PIN AND JOINT SEAL
VARIES
VARIES
INSTALLATION OF ASPHALTIC PLUG EXPANSION JOINT SYSTEM
ASECTION
-
BRIDGE DECK
ROADWAY SLAB, APPROACH SLAB, OR
APPLY A CEMENTITIOUS MATERIAL TO
PROVIDE A SMOOTH, LEVEL SURFACE
WHERE NECESSARY
WITH AGGREGATE
INSTALL NEW BINDER
{ JOINT
INSTALL NEW BRIDGING PLATE
INSTALL NEW BINDERAND BACKER ROD
INSTALL NEW LOCATING PIN
BRIDGE DECK
SCALE: …" = 1'-0"
SCALE: ƒ" = 1'-0"
PARAPET
1" FROM FACE OF PARAPET
1" CLOSED CELL BACKER ROD
OUTER FACE OF BARRIER
SEALANT RECESSED•" FROM
•" THICK SILICONE JOINT
JOINT SYSTEM
ASPHALTIC PLUG EXPANSION
ASPHALTIC PLUG JOINT TREATMENT AT PARAPET
SCALE: ƒ" = 1'-0"
PLUG JOINT
REMOVE EXISTING
A
REMOVAL OF EXISTING ASPHALTIC PLUG JOINTS AT PIERS
SEE NOTE #2
JOINT REMOVAL
LIMITS OF
-
BRIDGE DECKBRIDGE DECK
{ JOINT
10"*10"*
3" A …" THICK BY 12" WIDE SHALL BE REQUIRED.
THICKNESS OF ‚". FOR JOINT OPENINGS THAT EXCEED
4. NEW STEEL BRIDGING PLATES SHALL HAVE A MINIMUM
EXPANSION JOINT SYSTEM" (TYP.)
BE PAID FOR UNDER THE ITEM "ASPHALTIC PLUG
PLUG JOINT OR AS DIRECTED BY THE ENGINEER) SHALL
3. LIMITS OF SAW CUTTING (1" MIN. BEYOND EXISTING
ENGINEER.
HAVE THE LIMITS OF SAW CUTTING APPROVED BY THE
SHALL VERIFY THE BRIDGE DECK JOINT LOCATION AND
BENEATH BITUMINOUS CONCRETE OVERLAY THE CONTRACTOR
2. WHERE EXISTING BRIDGE DECK JOINTS ARE CONCEALED
"ASPHALTIC PLUG EXPANSION JOINT SYSTEM"
PROPOSED JOINT TO BE PAID FOR UNDER THE ITEM
BITUMINOUS CONCRETE WITHIN THE LIMITS OF THE
1. THE REMOVAL OF ALL EXISTING JOINT MATERIAL AND
NOTES:
PRELIMINARY 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
7/21/2016
BLOCK:
SIGNATURE/
...\Br_03190E_Deck Joint Details.dgn
Border Version: 11/29/13
Plotted Date:
CONNECTICU
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PDGS-20
DETAILSDECK JOINT
LIST 22-25 REHABILITATION OFBRIDGE 03191E
WATERBURYCONNECTICUT
0151-0326
ROUTE 8 NB RAMP 128