Post on 08-Apr-2018
WATERBURYCONNECTICUT
STRUCTURE LAYOUT FOR DESIGN
LIST 22-25 REHABILITATION OF BRIDGE 03190F
0151-0326
INTERSTATE 84 TR 808
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
7/29/2016
BLOCK:
SIGNATURE/
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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
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HNTB Corporation
Fax (860) 257-7394
Tel (860) 257-7377
Rocky Hill, CT 06067
Engineers Architects Planners
1344 Silas Deane Highway, Suite 501
SIN-01INDEX SHEET 01
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JOINT DETAILS
M. KUCHAS
B. BENNETT
S-11
S-10
S-09
S-08
S-07
S-06
S-05
S-04
S-03
S-02
S-01
GEN-02
GEN-01
SAB-01
SIN-01
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S-12
PARAPET MODIFICATIONS
TYPICAL SECTION
DECK PLAN
FRAMING PLAN
PIER 9 REPAIRS
PIERS 7 AND 8 REPAIRS
PIERS 5 AND 6 REPAIRS
PIERS 3 AND 4 REPAIRS
PIERS 1 AND 2 REPAIRS
WINGWALL MODIFICATIONS
ABUTMENT AND WINGWALL REPAIRS
BRIDGE 03190F GENERAL NOTES
GENERAL PLAN AND ELEVATION
ABBREVIATIONS
INDEX SHEET 1
04.06 - STRUCTURE 03190F
ABBREVIATIONSAND LEGEND
M. KUCHAS
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
7/29/2016
BLOCK:
SIGNATURE/
...\Br_03190F Abbreviations & Legends Sheet.dgnPlotted Date:
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SAB-01HNTB Corporation
Fax (860) 257-7394
Tel (860) 257-7377
Rocky Hill, CT 06067
Engineers Architects Planners
1344 Silas Deane Highway, Suite 501
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
B. BENNETT WATERBURYCONNECTICUT
STRUCTURE LAYOUT FOR DESIGN
LIST 22-25 REHABILITATION OF BRIDGE 03190F
0151-0326
INTERSTATE 84 TR 808
SCALE: 1"=30'
ELEVATION
SCALE: 1"=30'
GENERAL PLAN
RTE. 8 S.B.
{ BRG. ABUT. { PIER 3{ PIER 2{ PIER 1
EXISTING GROUND
{ PIER 4 { PIER 5 { PIER 6 { PIER 7 { PIER 8 { PIER 9
S.W. ROADWAY
ROUTE 8 N.B.
166+00 167+00
168+00
169+00
170+00
171+00
172+00
173+00
165+00
164+00
{ PIER 1 { PIER 2{ PIER 3
{ PIER 4
{ PIER 5
{ PIER 6
{ PIER 7
{ PIER 8
{ PIER 9
{ BRG. ABUT.
62.73' 64.23'71.37'
70.62'
70.63'
61.63'
61.63'
61.64'
61.63'
61.64'
RET. 8 S.B.
ON RAMP
03190B
BRIDGE
FOR CLARITY.
NOTE: I-84 NOT SHOWN
CLEARANCE
VERTICAL
16'-9" MIN.
VERT. CL.
16'-9" MIN.
8'-11"
12'
2'-11"
12'
12'
10'
4'
SLAB
APPROACH
SEE HIGHWAY SHEETS
TRANSITION SECTION
20' CONCRETE BARRIER CURB
SEE HIGHWAY SHEETS
TRANSITION SECTION
20' CONCRETE BARRIER CURB
14'
8'
4'
{ PIER 31
BRG. 03190B
{ PIER 31
''DG'' C
B
MTR
ELEC
SIG
N
"C" C.B.
H.H.
"C" C.B.
"C" C.B.
"C" C.B.
Elec MH
"C" C.B.
15" Mpl.
Chain Link Fence
12" Oak
8" Pine
12" Oak
Twin 12" Oak
18" Oak
18" Oak
Chain Link Fence
H.H.
Metal Beam Rail
BCLCConc. Curb
Conc. Curb
Conc. Curb
Conc. Curb
Chain Link Fence
Gran. Curb
12" Quad Locust
"C-L" C.B.
Metal Beam
RailLedge
Ledge
"C" C.B.
"C" C.B.
DBL. "C" C.B.
DBL. "C" C.B.
H.H.
H.H.
Gran. Curb
Metal Beam Rail
BCLC
BCLC
BCLC
BCLC
"C" C.B.
Ledge
Ledge
Ledge
Metal Beam Rail
Metal Beam Rail
Ledge
BCLC
BCLC
Metal Beam Rail
Metal Beam Rail
BCLCBCLC
Metal Beam Rail
Metal Beam Rail
Conc. CurbConc. Curb
Metal Beam Rail
Metal Beam Rail
Conc. CurbRip Rap
Metal Beam Rail
Conc. Curb
Chain Link Fence
DBL. "C" C.B.
"C" C.B.
"C" C.B.
I-84 E.B OFF RAMP
RTE I-84
W.B
Gran. Curb
Gran. Curb
Gran. Curb
Gran. Curb
BCLC
Metal Beam Rail
Bit.Metal Beam Rail
Twin 10" Oak
BCLC
"C" C.B.
"C" C.B.
"C-G" C.B.
18" Oak
PAVED DITCH
PAVED DITCH
Conc. Walk
RTE. 8 S.B. ON RAMP RTE. 8 S.B.
H.H.
OFF R
AMP R
TE. 8 N.B.
Solid Yellow
Line
Solid White Line
Rip Rap
"C" C.B.
"C-G" C.B.
"C" C.B.
PIE
R
PIE
R
WATERBURYCONNECTICUT
STRUCTURE LAYOUT FOR DESIGN
LIST 22-25 REHABILITATION OF BRIDGE 03190F
0151-0326
INTERSTATE 84 TR 808
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
7/29/2016
BLOCK:
SIGNATURE/
...\Br_03190F Plan & Elevation Sheet.dgnPlotted Date:
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ELEVATION
CO
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TIC
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DIN
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GRID
GENERAL PLAN &
K. DODSON
B. BENNETT
GEN-01
GEN-02BRIDGE 03190FGENERAL NOTES
M. KUCHAS
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
7/29/2016
BLOCK:
SIGNATURE/
...\Br_03190F General Notes Sheet.dgnPlotted Date:
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GENERAL NOTES:
T. ADINOLFI
WATERBURYCONNECTICUT
QTY.UNIT
TABLE OF BRIDGE QUANTITIES
CONCRETE HAUNCH REMOVAL
MEMBRANE WATERPROOFING (WOVEN GLASS FABRIC)
ABRASIVE BLAST CLEANING AND FIELD PAINTING OF BEAM ENDS
STRUCTURAL STEEL REPAIRS
ASPHALTIC PLUG EXPANSION JOINT SYSTEM
VARIABLE DEPTH PATCH
FULL DEPTH PATCH
PARTIAL DEPTH PATCH
SURFACE PATCH
CLASS "S" CONCRETE
BRIDGE PARAPET CAP
MODIFY BRIDGE PARAPET
8'' PIPE FOR BRIDGE DRAINAGE (FIBERGLASS)
RECONSTRUCT CONCRETE DECK ENDS
MILLING OF BITUMINOUS CONCRETE (0" TO 6")
CLEANING AND SEALING JOINTS AND CRACKS
HMA S0.25
HMA S0.5
LF
SY
LS
CWT
LF
CF
CY
CY
SF
CF
LF
LF
LF
CY
SY
LF
TON
TON
580
1780
1
120
310
4
30
25
100
40
1360
1360
80
20
1650
90
110
160
THE CONTRACTOR IS ADVISED THAT EXISTING STRUCTURE INFORMATION IS AVAILABLE IN THOSE PLANS.
EXISTING PLANS: THE REHABILITATION PLANS FOR THESE PROJECTS ARE AVAILABLE AT THE CONNECTICUT DEPARTMENT OF TRANSPORTATION MAP ROOM.
FIELD MEASUREMENTS NECESSARY TO ASSURE PROPER FIT.
THEY HAVE BEEN TAKEN FROM THE ORIGINAL DESIGN DRAWINGS, AND ARE NOT GUARANTEED. THE CONTRACTOR SHALL TAKE ALL
EXISTING DIMENSIONS: DIMENSIONS OF THE EXISTING STRUCTURE SHOWN ON THESE PLANS ARE FOR GENERAL REFERENCE ONLY.
WHEN DIMENSIONS ARE GIVEN TO LESS THAN THREE DECIMAL PLACES, THE OMITTED DIGITS SHALL BE ASSUMED TO BE ZEROS.
DIMENSIONS: ALL DIMENSIONS SHOWN ON THE PLANS ARE IN FEET EXCEPT IF NOTED OTHERWISE. ALL ELEVATIONS ARE GIVEN IN FEET.
BE HMA S0.5 (1 IN. THICK).
BITUMINOUS CONCRETE OVERLAY: THIS SHALL CONSIST OF TWO LIFTS. THE FIRST SHALL BE HMA S0.25 (1 IN. THICK) AND THE SECOND SHALL
PAINT: PAINTING OF THE STRUCTURAL STEEL IS ONLY REQUIRED AT THE ENDS OF THE GIRDERS.
PRIOR APPROVAL OF THE ENGINEER.
CONSTRUCTION JOINTS: CONSTRUCTION JOINTS, OTHER THAN THOSE SHOWN ON THE PLANS, WILL NOT BE PERMITTED WITHOUT THE
THESE BARS SHALL BE INCLUDED IN THE PAY ITEM FOR "DEFORMED STEEL BARS (EPOXY COATED)".
EPOXY COATED REINFORCING BARS: ALL REINFORCEMENT IN THE PARAPETS SHALL BE EPOXY COATED UNLESS OTHERWISE NOTED.
REINFORCEMENT: ALL REINFORCEMENT SHALL BE ASTM A615 GRADE 60, UNLESS NOTED OTHERWISE.
CONCRETE COVER: ALL REINFORCEMENT SHALL HAVE 2 IN. COVER UNLESS DIMENSIONED OTHERWISE.
EXPOSED EDGES: EXPOSED EDGES OF CONCRETE SHALL BE BEVELED 1 IN. X 1 IN. UNLESS DIMENSIONED OTHERWISE.
PARAFFIN: THE COST OF FURNISHING AND APPLYING PARAFFIN IS INCLUDED IN THE ITEM "CLASS "F" CONCRETE".
CONCRETE ". SEE SPECIFICATIONS.
JOINT SEAL: THE COST OF FURNISHING AND INSTALLING JOINT SEAL SHALL BE INCLUDED UNDER THE ITEM "CLASS "F"
CLASS "F" CONCRETE: CLASS "F" CONCRETE SHALL BE USED FOR PARAPETS AND WHERE NOTED ON THE PLANS.
STRUCTURAL STEEL: SEE STRUCTURAL STEEL NOTES FOR DESIGNATIONS AND REQUIREMENTS.
FUTURE PAVING ALLOWANCE: NONE
LIVE LOAD: AASHTO HL-93 AND CTDOT P204 AND P380 OPERATING VEHICLES (STRENGTH II LIMIT STATE ONLY)
STRUCTURAL STEEL (AASHTO M270, GRADE 50) ..... FY = 50,000 PSI
REINFORCEMENT (ASTM A615, GRADE 60) ........... FY = 60,000 PSI
CLASS "S"...............BASED ON F'C = 4,000 PSI
PRECAST.................BASED ON F'C = 5,000 PSI
CLASS "F" ..............BASED ON F'C = 4,000 PSI
ALLOWABLE DESIGN STRESSES:
AS SUPPLEMENTED BY THE CONNECTICUT DEPARTMENT OF TRANSPORTATION BRIDGE DESIGN MANUAL (2003 WITH REVISIONS THROUGH 2012)
DESIGN SPECIFICATIONS: 2012 AASHTO LRFD BRIDGE DESIGN SPECIFICATIONS, CUSTOMARY U.S. UNITS, 1ST EDITION,
JANUARY 2016 AND SPECIAL PROVISIONS.
SPECIFICATIONS: CONNECTICUT DEPARTMENT OF TRANSPORTATION FORM 817 (2016), SUPPLEMENTAL SPECIFICATIONS DATED
WATERBURYCONNECTICUT
STRUCTURE LAYOUT FOR DESIGN
LIST 22-25 REHABILITATION OF BRIDGE 03190F
0151-0326
INTERSTATE 84 TR 808
SCALE: " = 1'-0"
ELEVATION
SCALE: " = 1'-0"
SOUTH WINGWALL ELEVATIONSCALE: " = 1'-0"
NORTH WINGWALL ELEVATION
EL. 337.00
EL. 340.00
WATERBURYCONNECTICUT
STRUCTURE LAYOUT FOR DESIGN
LIST 22-25 REHABILITATION OF BRIDGE 03190F
0151-0326
INTERSTATE 84 TR 808
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
7/29/2016
BLOCK:
SIGNATURE/
...\Br_03190F Abutment & Wingwall Repair Sheet.dgnPlotted Date:
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-
WINGWALL REPAIRSABUTMENT AND
M. KUCHAS
1' x 4" x 1" SPALL AREA
6" x 8" x 1" SPALL AREA
W/ EXPOSED REBAR
2' x 1' x 1" SPALL AREA6' x 1' HC
1.5' HA
8" x 4" x " HC
2' HLC W/ EFF
3' HLC W/ EFF
6" x 4" x 1" SPALL AREA
W/RUST
1.5' x 1' HA
SPALL AREA
16" x 3" x 3"
REPAIR NOTES:
3. SEE REPAIR DETAILS SHEET FOR TYPES AND METHODS OF REPAIRS.
ENGINEER.
2. THE CONTRACTOR SHALL NOT PERFORM ANY WORK WITHOUT APPROVAL BEING GRANTED BY THE
SHALL THEN DETERMINE THE TYPE OF REPAIR REQUIRED FOR EACH AREA.
DETERMINE THE LOCATIONS AND EXACT LIMITS OF ALL AREAS TO BE REPAIRED. THE ENGINEER
STRUCTURE. THE ENGINEER SHALL PERFORM AN INSPECTION OF THE EXISTING SUBSTRUCTURE TO
BE USED AS A GUIDE, AND DOES NOT NECESSARILY REFLECT THE CURRENT CONDITION OF THE
1. THE DETERIORATION SHOWN AND THE RECOMMENDED METHODS OF REPAIR ARE INTENDED TO
- CRACK OR HAIRLINE CRACK
AND/OR SPALL- REPAIR AREA W/ MAPCRACK, HOLLOW AREA
LEGEND
1' x 3" x 1" PED
1' EXPOSED REBAR
2" x 1' x 1.5" SPALL
S-01
WATERBURYCONNECTICUT
STRUCTURE LAYOUT FOR DESIGN
LIST 22-25 REHABILITATION OF BRIDGE 03190F
0151-0326
INTERSTATE 84 TR 808
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
7/29/2016
BLOCK:
SIGNATURE/
...\Br_03190F Wingwall Modification Sheet.dgnPlotted Date:
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SAFETY WALK
REMOVE EXISTING
BRIDGE RAIL
REMOVE EXISTING STEEL
TOP OF ROAD
MODIFIED BRIDGE PARAPET (TYP.)
DRILL & GROUT
PARAPET CAP ADDED (TYP.)
SCALE: 1"=1'-0"SCALE: 1"=1'-0"
TOP OF ROAD
WINGWALLMODIFICATION
M. KUCHAS
MODIFIED NORTH WINGWALL MODIFIED SOUTH WINGWALLSCALE: 1"=1'-0"
EXISTING WINGWALL
TOP OF ROAD
MODIFIED BRIDGE PARAPET (TYP.)
PARAPET CAP ADDED (TYP.)
DRILL & GROUT
SOUTH WALL
LIMITS OF REMOVAL
NORTH WALL
LIMITS OF REMOVAL
1
1
BOTTOM OF SUBBASE
T. ADINOLFI
S-02
2' x 2' MAP CRACK
1' HLC
W/RUST
2' HLC
3' HLC
MAP CRACKS
3' x 7' PATCH W/
1 CLAMP BROKEN
4' x 6" PATCH W/MAP CRACKS 2' HLC W/EFF
3' x 2' HA
3.5' x 6" PATCH
1' HLC
15" HLC
12" HLC
6" HLC
8" HLC
2" HLC
4" HLC
W/RUST
1' ~ HA
2' x 3' x 2" SPALL
24" x 28" x 2" SPALL AREA
WATERBURYCONNECTICUT
STRUCTURE LAYOUT FOR DESIGN
LIST 22-25 REHABILITATION OF BRIDGE 03190F
0151-0326
INTERSTATE 84 TR 808
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
7/29/2016
BLOCK:
SIGNATURE/
...\Br_03190F Pier Repairs Sheet 1.dgnPlotted Date:
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S-03M. KUCHAS
T. ADINOLFI
PIER 1 & 2 REPAIRS
- CRACK OR HAIRLINE CRACK
AND/OR SPALL- REPAIR AREA W/ MAPCRACK, HOLLOW AREA
PIER 1 EAST ELEVATION
PIER 1 WEST ELEVATION
LEGEND
PIER 2 WEST ELEVATION
PIER 2 EAST ELEVATION
REPAIR NOTES:
1. SEE SHEETS S-01 FOR PIER REPAIR NOTES.
SCALE: " = 1'-0" SCALE: " = 1'-0"
SCALE: " = 1'-0"SCALE: " = 1'-0"
6' HLC
3' x 2' HA
5' x 2' HA
8' x 1' HA
4' x 10" HA
2' x 1' HA
2.5' x 2' HA
3' x 2' HA
2' x 1' x 2" SPALL AREA
W/CRACKS
3' x 6" HA
W/EXPOSED REBAR
4' x 9" x 5" SPALL
6' x 6" HA
2' x 2' HA
2' x 1' HOLLOW CORNER
10" x 5" x 1" SPALL AREA
W/EXPOSED REBAR
28" x 2' x 2" SPALL AREA
W/EXPOSED REBAR
30" x 10" SPALL AREA
1' x 5" HA
18" x 4" x 1.5" SPALL AREA
4' x 1' HA
2' HLC
6" HLC
1' HLC
3' HLC3' HLC
9" HLC
1' ~ HA
MAP CRACK
1' ~
1' ~ HA
W/EXPOSED REBAR
1' ~x 1.5' SPALL AREA
16" x 1' x 1.5"
1' ~ HA
6" x 1" SPALL
8" HLC
10" HLC
12" HLC
14" HLC
1' ~ HA
1' ~ HA
4' HLC
SPALLING UP TO 1"
1.5' ~ HA W/EDGE
2' HLC
1' HLC
3' HLC
4' x 2' x 2" HLC
2' x 6" HA
20" x " VERTICAL CRACK
WATERBURYCONNECTICUT
STRUCTURE LAYOUT FOR DESIGN
LIST 22-25 REHABILITATION OF BRIDGE 03190F
0151-0326
INTERSTATE 84 TR 808
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
7/29/2016
BLOCK:
SIGNATURE/
...\Br_03190F Pier Repairs Sheet 2.dgnPlotted Date:
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S-04M. KUCHAS
T. ADINOLFI
PIER 3 & 4 REPAIRS
PIER 3 WEST ELEVATION
PIER 4 EAST ELEVATION
- CRACK OR HAIRLINE CRACK
AND/OR SPALL- REPAIR AREA W/ MAPCRACK, HOLLOW AREA
REPAIR NOTES:
1. SEE SHEETS S-01 FOR PIER REPAIR NOTES.
PIER 4 WEST ELEVATION
PIER 3 EAST ELEVATION
LEGEND
SCALE: " = 1'-0"SCALE: " = 1'-0"
SCALE: " = 1'-0" SCALE: " = 1'-0"
3' x 2.5' HA
1.5' x 6" HA
6' x 2' HA
3' HLC
1.5' ~ HA
2' x 1.5' MAP CRACK
1' x 6" MAP CRACK
3.5' HLC
4" HLC
2' HLC
1' x 6' MAP CRACK8" ~ SPALL AREA
1' ~ HA
14" x 2.5' HA
8" x 4" x 1" SPALL AREA
6" HLC
6" HLC
6" HLC
4" ~ POPOUT
WATERBURYCONNECTICUT
STRUCTURE LAYOUT FOR DESIGN
LIST 22-25 REHABILITATION OF BRIDGE 03190F
0151-0326
INTERSTATE 84 TR 808
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
7/29/2016
BLOCK:
SIGNATURE/
...\Br_03190F Pier Repairs Sheet 3.dgnPlotted Date:
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S-05M. KUCHAS
T. ADINOLFI
PIER 5 & 6 REPAIRS
- CRACK OR HAIRLINE CRACK
AND/OR SPALL- REPAIR AREA W/ MAPCRACK, HOLLOW AREA
PIER 5 EAST ELEVATION PIER 6 EAST ELEVATION
PIER 5 WEST ELEVATION PIER 6 WEST ELEVATION
REPAIR NOTES:
1. SEE SHEETS S-01 FOR PIER REPAIR NOTES.
LEGEND
SCALE: " = 1'-0" SCALE: " = 1'-0"
SCALE: " = 1'-0" SCALE: " = 1'-0"
6' HLC
1' HLC
1.5' RUST 6" HLC
8" HLC
WATERBURYCONNECTICUT
STRUCTURE LAYOUT FOR DESIGN
LIST 22-25 REHABILITATION OF BRIDGE 03190F
0151-0326
INTERSTATE 84 TR 808
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
7/29/2016
BLOCK:
SIGNATURE/
...\Br_03190F Pier Repairs Sheet 4.dgnPlotted Date:
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S-06M. KUCHAS
T. ADINOLFI
PIER 7 & 8 REPAIRS
- CRACK OR HAIRLINE CRACK
AND/OR SPALL- REPAIR AREA W/ MAPCRACK, HOLLOW AREA
REPAIR NOTES:
1. SEE SHEETS S-01 FOR PIER REPAIR NOTES.
LEGEND
PIER 7 WEST ELEVATION PIER 8 WEST ELEVATION
PIER 8 EAST ELEVATIONPIER 7 EAST ELEVATION
SCALE: " = 1'-0" SCALE: " = 1'-0"
SCALE: " = 1'-0" SCALE: " = 1'-0"
1' HLC8" HLC
6" HLC
5" HLC
6" HLC
WATERBURYCONNECTICUT
STRUCTURE LAYOUT FOR DESIGN
LIST 22-25 REHABILITATION OF BRIDGE 03190F
0151-0326
INTERSTATE 84 TR 808
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
7/29/2016
BLOCK:
SIGNATURE/
...\Br_03190F Pier Repairs Sheet 5.dgnPlotted Date:
CON
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DE
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S-07M. KUCHAS
PIER 9 REPAIRS
T. ADINOLFI
- CRACK OR HAIRLINE CRACK
AND/OR SPALL- REPAIR AREA W/ MAPCRACK, HOLLOW AREA
PIER 9 WEST ELEVATION
LEGEND
PIER 9 EAST ELEVATION
REPAIR NOTES:
1. SEE SHEETS S-01 FOR PIER REPAIR NOTES.
SCALE: " = 1'-0" SCALE: " = 1'-0"
168+00169+00
166+00
167+00
{ PIER 6
{ PIER 5
{ PIER 4{ PIER 3{ PIER 2
{ PIER 1
{ BRG. ABUT.
61.63'
70.63'70.62'71.37'64.23'
62.73'EXP EXP FIXFIX FIXEXP
FIXEXP
EXP
EXPFIX
EXPSPAN 2
SPAN 3 SPAN 4SPAN 5
SPAN 6SPAN 1
FIXFIX
EXPFIX
165+85.79
STA
170+00 171+00
172+00
{ PIER 9{ PIER 8{ PIER 7
61.64' 61.63'61.63'
61.64'FIX FIXEXP FIXEXP
FIXEXP
EXP
172+33.54
STA
BRG. 03190A
{ PIER 6
SPAN 7 SPAN 8 SPAN 9SPAN 10
WATERBURYCONNECTICUT
STRUCTURE LAYOUT FOR DESIGN
LIST 22-25 REHABILITATION OF BRIDGE 03190F
0151-0326
INTERSTATE 84 TR 808
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"=20'
20 400
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
7/29/2016
BLOCK:
SIGNATURE/
...\Br_03190F Framing Plan Sheet.dgnPlotted Date:
CON
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DE
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- -
-
-
-
- - -
- - -
- -
- -
- - -
HNTB Corporation
Fax (860) 257-7394
Tel (860) 257-7377
Rocky Hill, CT 06067
Engineers Architects Planners
1344 Silas Deane Highway, Suite 501
HNTB Corporation
Fax (860) 257-7394
Tel (860) 257-7377
Rocky Hill, CT 06067
Engineers Architects Planners
1344 Silas Deane Highway, Suite 501
-BRIDGE 03190F-
-
-
-
-
-
M. KUCHAS
FRAMING PLAN
FRAMING PLANSCALE: 1" = 20'
CO
NN
EC
TIC
UT
CO
OR
DIN
AT
E
GRID
CO
NN
EC
TIC
UT
CO
OR
DIN
AT
E
GRID
LEGEND
{ PIER 6
MA
TC
H
LIN
E
A-A
MA
TC
H
LIN
E
A-A
TOP AND BOTTOM COVER PLATE RETROFIT
- 0
- 0
- 0
- 1
STRINGER WEB CRACK
STIFFENER WELD CRACK
DIAPHRAGM WELD CRACK
FLOORBEAM/STRINGER BEARING PLATE TACK WELD CRACK
GIRDER TO CAP BEAM CONNECTION
FLOORBEAM WEB CRACK
- 0
- 0
GIRDER TOP FLANGE REPAIR - 0
GIRDER WEB REPAIR - 22
STIFFNER REPAIR - 0
SPOT PAINTING - 0
GIRDER BOT FLANGE REPAIR - 8
S1
S1S1 S1
S1
S1
S1 S1 S1 S1
S2
S3
S4
S2
S3
S4
S2
S3
S4
S2
S3
S4
S2
S3
S4
S2
S3
S4
S2
S3
S4
S2
S3
S4
S2
S3
S4
S2
S3
S4
TR 808
TR 808
I. SOZENOGLU
S-08
168+00169+00
166+00
167+00
{ BRG. ABUT.
{ PIER 1
{ PIER 2 { PIER 3 { PIER 4{ PIER 5
{ PIER 662.73'
64.23'70.62'71.37'
70.63'
61.63'
SPAN 1
DECK DETERIORATION
SPAN 2
24.1%14.8%
SPAN 3
21.8%
SPAN 4
17.1%
SPAN 5
11.7%SPAN 6
24.5%
A.P.J.
A.P.J. A.P.J.
A.P.J.
A.P.J.A.P.J.
TYPE A (TYP.)
DECK END RECONSTRUCTION
SLAB
14' APPROACH
STA 165+85.79
END OF SLAB
60' |
95" |
23'-10"
170+00 171+00
172+00
{ PIER 7 { PIER 8 { PIER 9
61.63' 61.64'61.63'
SPAN 7
27.8%
SPAN 8
15.7%
SPAN 9
61.64'
37.4%
SPAN 10
18.4%
BR. 03190A
{ PIER 31
A.P.J.
A.P.J.
A.P.J.
A.P.J.
STA 172+26
{ SCUPPER
STA 170+53
{ SCUPPER
STA 172+33.54
END OF SLAB
23'-10"
27'-1"
WATERBURYCONNECTICUT
STRUCTURE LAYOUT FOR DESIGN
LIST 22-25 REHABILITATION OF BRIDGE 03190F
0151-0326
INTERSTATE 84 TR 808 BRIDGE 03190FDECK PLAN
M. KUCHAS
SCALE: 1" = 20'
CO
NN
EC
TIC
UT
CO
OR
DIN
AT
E
GRID
CO
NN
EC
TIC
UT
CO
OR
DIN
AT
E
GRID
DECK PLAN
A.P.J. = ASPHALTIC PLUG JOINT
S-09
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"=20'
20 400
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
7/29/2016
BLOCK:
SIGNATURE/
...\Br_03190F Deck Plan Sheet.dgnPlotted Date:
CON
NECTICUT
DE
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ATI
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LEGEND
T. ADINOLFI
{ PIER 6
= DECK END TO BE REPLACED
REHABILITATION (TYP.)
LIMITS OF HAUNCH
= LIMITS OF HAUNCH REHABILITATION
4' (TYP.)
STA 172+33
END OF SLAB
SLAB
14' APPROACH
A.P.J.
A.P.J.
REHABILITATION (TYP.)
LIMITS OF HAUNCH
A.P.J.
A.P.J.
A.P.J.
TYPE A (TYP.)
DECK END RECONSTRUCTION A.P.J.
A.P.J.
STA 170+53
{ SCUPPER
A.P.J. A.P.J.
STA 172+26
{ SCUPPER
A.P.J.
STA 165+85.79
END OF SLAB
PC PCC R LPT T
CURVE DATA
1500
2600
32.00
605.17
64.00
1189.17
172+95.63
-
172+31.63
172+31.63
-
160+42.46
TR 808
TR 808
LIMITS OF HAUNCH REHABILITATION (TYP.)
95" |
MA
TC
H
LIN
E S
EE
BE
LO
W
MA
TC
H
LIN
E S
EE
AB
OV
E
LIMITS OF HAUNCH
60' |
REHABILITATION (TYP.)
1.8
3'
WATERBURYCONNECTICUT
STRUCTURE LAYOUT FOR DESIGN
LIST 22-25 REHABILITATION OF BRIDGE 03190F
0151-0326
INTERSTATE 84 TR 808
SCALE: " = 1'-0"
SCALE: " = 1'-0"
"/FT
"/FT
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
7/29/2016
BLOCK:
SIGNATURE/
...\Br_03190F Typical Section Sheet.dgnPlotted Date:
CON
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ATI
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BRIDGE 03190FTYPICAL SECTION
M. KUCHAS
BRIDGE RAIL (TYP.)
REMOVE EXISTING STEEL
1'-3"
1'-6"
22'-0"
1'-3"
1'-6"
7" CONCRETE DECK
TO EXPOSE DECK
MILL EXISTING OVERLAY
23'-10"
7"
1'-3"
1'-3"
7"
2" BITUMINOUS CONCRETE
(TYP.)
MODIFIED BRIDGE PARAPET
7" CONCRETE DECK
(WOVEN GLASS FABRIC)
MEMBRANE WATERPROOFING
"/FT
REHABILITATED HAUNCH
PROPOSED REHABILITATED TYPICAL SECTION
SCALE: " = 1'-0"
(TYP.)
EXISTING GIRDERS
(TYP.)
EXISTING GIRDERS
EXISTING TYPICAL SECTION (DECK REPAIR)
SCALE: " = 1'-0"
SAFETY WALK (TYP.)
REMOVE EXISTING
"/FT
} TR 808
} TR 808
(TYP.)
BRIDGE PARAPET CAP
I. SOZENOGLU
S-10
WATERBURYCONNECTICUT
STRUCTURE LAYOUT FOR DESIGN
LIST 22-25 REHABILITATION OF BRIDGE 03190F
0151-0326
INTERSTATE 84 TR 808
DECK END DEMOLITION DETAILSCALE: 1" - 1'-0"
GIRDER NOT SHOWN FOR CLARITY
NOTE: SECTION TAKEN AT MID BAY.
SCALE: 1" - 1'-0"
GIRDER NOT SHOWN FOR CLARITY
NOTE: SECTION TAKEN AT MID BAY.
DECK END RECONSTRUCTION DETAIL
1
1
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
7/29/2016
BLOCK:
SIGNATURE/
...\Br_03190F Parapet Modification Sheet.dgnPlotted Date:
CON
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DE
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ON
PARAPETMODIFICATION
M. KUCHAS
EXISTING PARAPETSCALE 1"=1'-0"
MODIFIED PARAPETSCALE 1"=1'-0"
TOP OF ROAD
SAFETY WALK
REMOVE EXISTING
BRIDGE RAIL
REMOVE EXISTING STEEL
TOP OF ROAD
MODIFIED BRIDGE PARAPET (TYP.)
DRILL & GROUT
PARAPET CAP ADDED (TYP.)
(TYP.)
MODIFIED BRIDGE HAUNCH
(TYP.)
OF HAUNCH
REMOVE LIMITS
EXISTING DECK
(TYP.)
END DIAPHRAGM
DECK END DEMOLITION DETAILSCALE: 1" - 1'-0"
GIRDER NOT SHOWN FOR CLARITY
NOTE: SECTION TAKEN AT MID BAY.
LIMITS TYP.
DECK END REMOVAL
CUT TYP.
1" DEEP SAW
LIMITS OF DECK END RECONSTRUCTION
{ JOINT
DECK END
2'-0"2'-0"
EXISTING DECK
(TYP.)
END DIAPHRAGM
SCALE: 1" - 1'-0"
GIRDER NOT SHOWN FOR CLARITY
NOTE: SECTION TAKEN AT MID BAY.
DECK END RECONSTRUCTION DETAIL
CAST IN PLACE DECK END
1
1
DECK END
{ JOINT
1'-6"6"|
NEW PAVEMENT
(TYP.)
PAVEMENT REMOVAL
I. SOZENOGLU
S-11
SCALE: " = 1'-0"
ASPHALTIC PLUG JOINT TREATMENT AT PARAPET
PARAPET OUTER FACE OF BARRIER
SEALANT RECESSED" FROM
" THICK SILICONE JOINT
1" FROM FACE OF PARAPET
1" CLOSED CELL BACKER ROD INSERTED
JOINT SYSTEM
ASPHALTIC PLUG EXPANSION
WATERBURYCONNECTICUT
STRUCTURE LAYOUT FOR DESIGN
LIST 22-25 REHABILITATION OF BRIDGE 03190F
0151-0326
INTERSTATE 84 TR 808
"
MATERIAL (TYP.)
AND REPLACE WITH PATCHING
REMOVE ALL DETERIORATED CONCRETE
AFTER REMOVING THE EXISTING OVERLAY
VARIES
VARIES
INSTALLATION OF ASPHALTIC PLUG EXPANSION JOINT SYSTEM
ASECTION
-
BRIDGE DECK
ROADWAY SLAB, APPROACH SLAB, OR
WHERE NECESSARY
PROVIDE A SMOOTH, LEVEL SURFACE
APPLY A CEMENTITIOUS MATERIAL TO
WITH AGGREGATE
INSTALL NEW BINDER
{ JOINT
INSTALL NEW BINDERAND BACKER ROD
INSTALL NEW LOCATING PIN
BRIDGE DECK
SILICONE EXPANSION JOINT SYSTEM
VARIES
BRIDGE DECK
THAN JOINT OPENING
BACKER ROD 25% LARGER
APPROACH SLAB
BRIDGE DECK OR
SILICONE SEALANT
"
1/2" BEVEL (TYP.){ JOINT
10" (TYP.)
EXPANSION JOINT SYSTEM
MEMBRANE REPLACE WITH SILICONE
REMOVE BITUMINOUS OVERLAY AND
SCALE: " = 1'-0" SCALE: " = 1'-0"
INSTALL NEW " BRIDGING PLATE
EXPANSION JOINT SYSTEM" (TYP.)
BE PAID FOR UNDER THE ITEM "ASPHALTIC PLUG
PLUG JOINT OR AS DIRECTED BY THE ENGINEER) SHALL
LIMITS OF SAW CUTTING (1" MIN. BEYOND EXISTING 3.
ENGINEER.
HAVE THE LIMITS OF SAW CUTTING APPROVED BY THE
SHALL VERIFY THE BRIDGE DECK JOINT LOCATION AND
BENEATH BITUMINOUS CONCRETE OVERLAY THE CONTRACTOR
WHERE EXISTING BRIDGE DECK JOINTS ARE CONCEALED 2.
"ASPHALTIC PLUG EXPANSION JOINT SYSTEM"
PROPOSED JOINT TO BE PAID FOR UNDER THE ITEM
BITUMINOUS CONCRETE WITHIN THE LIMITS OF THE
THE REMOVAL OF ALL EXISTING JOINT MATERIAL AND1.
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
7/29/2016
BLOCK:
SIGNATURE/
...\Br_03190F Joint Details sheet .dgnPlotted Date:
CON
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- -
-
-
-
- -
- - -
- - - -
- - -
- - -
- - - -
JOINT DETAILS
S-12
N. WILD
M. KUCHAS
WATERBURYCONNECTICUT
Br_03190F Index Plan SheetBr_03190F Abbreviations & Legends SheetBr_03190F Plan & Elevation SheetBr_03190F General Notes SheetBr_03190F Abutment & Wingwall Repair SheetBr_03190F Wingwall Modification SheetBr_03190F Pier Repairs Sheet 1Br_03190F Pier Repairs Sheet 2Br_03190F Pier Repairs Sheet 3Br_03190F Pier Repairs Sheet 4Br_03190F Pier Repairs Sheet 5Br_03190F Framing Plan SheetBr_03190F Deck Plan SheetBr_03190F Typical Section SheetBr_03190F Parapet Modification SheetBr_03190F Joint Details sheet