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 04 - STRUCTURES PAVEMENT PRESERVATION JPC 050-219 ACC S-1 ON I-95 FAIRFIELD/BRIDGEPORT INDEX OF DRAWINGS S-1 S-2 S-6 S-7 S-8 S-3 S-4 S-5 S-9 S-10 INDEX OF DRAWINGS S-11 ASPHALTIC PLUG JOINT DETAILS 1 ASPHALTIC PLUG JOINT DETAILS 2 MILLING AND PAVING RESTRICTIONS S-12 GENERAL NOTES AND QUANTITIES BRIDGE INFORMATION TABLE S-13 S-14 S-15 S-16 S-17 S-18 ASPHALTIC PLUG JOINT DETAILS 3 ASPHALTIC PLUG JOINT DETAILS 4 PREFORMED JOINT SEAL CROSS SECTIONS DECK PATCHING DETAILS S-19 PREFORMED JOINT SEAL DETAILS APJ MEDIAN/PARAPET DETAILS 1 APJ MEDIAN/PARAPET DETAILS 2 MEDIAN/PARAPET RECONSTRUCTION DETAILS DECK/APPROACH SLAB EXIST. REBAR SCHEDULE DESIGNER/DRAFTER: CHECKED BY: PROJECT TITLE: TOWN: DRAWING TITLE: PROJECT NO. DRAWING NO. SHEET NO. Filename: SHEET NO. REVISION DESCRIPTION DATE REV. 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 12/31/2015 BLOCK: SIGNATURE/ APPROVED BY: OFFICE OF ENGINEERING ...\S-1_15.12.15_Index_of_Drawings.dgn Plotted Date: C O N N E C T I C U T D E P A R T M E N T O F T R A N S P O R T A T I O N PREFORMED JOINT SEAL MEDIAN/PARAPET DETAILS 1 PREFORMED JOINT SEAL MEDIAN/PARAPET DETAILS 2 MEDIAN/PARAPET SLIDING PLATE DETAILS APJ/PREFORMED JOINT CRACK SEAL DETAILS 04.01
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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
CONTRACTOR SHALL PERFORM AN EXPLORATION AT STEP 1:
JPC
8" 8"
8" 8"
04.11
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
12/31/2015
BLOCK:
SIGNATURE/
APPROVED BY:
OFFICE OF ENGINEERING
...\S-12_15.12.28_Preformed Median and Parapet Joint Details 1.dgnPlotted Date:
CONNECTICU
T
DE
PA
RT
ME
NT
O F TRANS
PO
RT
ATI
ON
PAVEMENT PRESERVATIONON I-95
050-219PMS
S-12
FAIRFIELD/BRIDGEPORT
JPC
VARIES
NOT TO SCALE
AI
AH
NOT TO SCALE -
WEARING SURFACE (TYP.)
SEAL SYSTEM
PREFORMED JOINT
PR
EF
OR
ME
D JOIN
T S
EA
L S
HA
LL
EX
TE
ND
EN
TIR
E
HEIG
HT
OF P
AR
AP
ET
HEADER
ELASTOMERIC CONCRETE
PARAPET
LONGITUDINAL JOINT (TYP.)
CENTERLINE OF MEDIAN
REMOVAL DETAILS
SEE SHEET S-13 FOR
IF STEEL PLATE PRESENT:
8" TYP.
NOT TO SCALE
PREFORMED JOINT SEAL
-
AH
AN
S-16
WEARING SURFACE (TYP.)
AI
AH
NOT TO SCALE -
REMOVED (SEE SHEET S-13)
REPLACE PLATE IF ONE WAS
SECTION - PROPOSED JOINT AT PARAPETSECTION - PROPOSED JOINT AT MEDIAN
AT MEDIAN AND PARAPET
ELEVATION - EXISTING JOINT
MEDIAN/PARAPET (TYP.)
MEDIAN/PARAPET (TYP.)
PREFORMED JOINT SEAL
NOTES:
BRIDGE DECK SLAB, OR BACKWALL
BRIDGE DECK, APPROACH
BRIDGE DECK
SLAB, OR BACKWALL
BRIDGE DECK, APPROACH
•" FROM EDGE OF 1"x1" CHAMFER
INSTALL PREFORMED JOINT SEAL RECESSED
S-13
S-13
AT CENTERED MEDIAN AND PARAPET
ELEVATION - PROPOSED JOINT TREATMENT
AN
S-16
AN
S-16
SEE S-13 IF PRESENT
STEEL PLATE NOT SHOWN;
NOTE:
SEE S-13 IF PRESENT
STEEL PLATE NOT SHOWN;
NOTE:
PREFORMED JOINT SEAL
MEDIAN/PARAPET DETAILS 1
HEADER
ELASTOMERIC CONCRETE
CONCRETE HEADER
JOINT SEAL IN ELASTOMERIC
ASPHALTIC PLUG JOINT OR POURABLE
PR
EF
OR
ME
D JOIN
T S
EA
L
SH
ALL E
XT
EN
D
EN
TIR
E
HEIG
HT
TRAVEL ON BOTH MEDIAN/PARAPET.
THE SLIDING STEEL PLATE IS FACING AWAY FROM THE DIRECTION OF
SCREWS. CARE SHOULD BE TAKEN TO ENSURE THE EXPOSED EDGE OF
STEEL PLATES SHOULD BE REINSTALLED OVER JOINT OPENING WITH NEW
INSTALLING PREFORMED JOINT SEAL.
SHALL BE FREE OF DUST AND LOOSE OR DETERIORATED CONCRETE BEFORE
BLAST CLEANING. SURFACES TO WHICH EPOXY ADHESIVE WILL ADHERE
SURFACES OF CONCRETE ALONG JOINT SHALL BE CLEANED BY ABRASIVE
TO MATCH THE OPENING IN THE DECK.
LARGER, REFER TO SHEET S-14. GAP WIDTH SHALL BE CONSTRUCTED
OF STEEL PLATE OR ELASTOMERIC CONCRETE HEADER, WHICHEVER IS
CURB SECTION OF MEDIAN/PARAPET SHALL BE RECONSTRUCTED FULL WIDTH
ACCORDING TO SHEET S-13.
STEEL PLATES, IF PRESENT, SHALL BE REMOVED AND SALVAGED
COMPLETELY REMOVED PRIOR TO INSTALLING NEW JOINT SEAL.
ANY EXISTING BACKER ROD AND JOINT SEALANT SHALL BE
NO. S-16 (TYP.)
REFER TO DRAWING
BEJS UNIVERSAL-90.
FABRICATED EMSEAL
INSTALL FACTORY
DRAWING NO. S-16
UNIVERSAL-90. REFER TO
FABRICATED EMSEAL BEJS
INSTALL FACTORY
04.12
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
12/31/2015
BLOCK:
SIGNATURE/
APPROVED BY:
OFFICE OF ENGINEERING
...\S-13_15.12.15_Steel Plate on Median and Parapet.dgnPlotted Date:
CONNECTICU
T
DE
PA
RT
ME
NT
O F TRANS
PO
RT
ATI
ON
PAVEMENT PRESERVATIONON I-95
050-219PMS
S-13
FAIRFIELD/BRIDGEPORT
JPC
AI
NOT TO SCALE -
•" SLIDING PLATE (GALVANIZED)
(GALVANIZED) (TYP.)
MOUNTING SCREW
•" DIA. COUNTERSUNK
STUD (TYP.)
•" DIA. ANCHOR
EXISTING SECTION THROUGH PLATE
8" TYP.
NOT TO SCALE
PREFORMED JOINT SEAL
2"
2"
6"
6"
-
AT MEDIAN
ELEVATION - PROPOSED JOINT
AH
SE
AL S
HA
LL E
XT
EN
D
EN
TIR
E
HEIG
HT
AN
(GALVANIZED)
•" FIXED PLATE
S-16
PARAPET FACE (TYP.)
MEDIAN (TYP.)
WEARING SURFACE (TYP.)
AI
DIRECTION OF TRAVEL
8" TYP.
NOT TO SCALE
PREFORMED JOINT SEAL
2"
2"
6"
6"
-
AT PARAPET
ELEVATION - PROPOSED JOINT
(GALVANIZED) (TYP.)
MOUNTING SCREW
•" DIA. COUNTERSUNK
STUD (TYP.)
•" DIA. ANCHOR
AH
SE
AL S
HA
LL E
XT
EN
D
EN
TIR
E
HEIG
HT
AN
S-16PARAPET (TYP.)
WEARING SURFACE (TYP.)
AI
DIRECTION OF TRAVELDIRECTION OF TRAVEL
PREFORMED JOINT SEALPREFORMED JOINT SEAL
BRIDGE DECK
SLAB, OR BACKWALL
BRIDGE DECK, APPROACH BRIDGE DECK
SLAB, OR BACKWALL
BRIDGE DECK, APPROACH
S-12 S-12
STUD (TYP.)
•" DIA. ANCHOR
(GALVANIZED) (TYP.)
MOUNTING SCREW
•" DIA. COUNTERSUNK
MEDIAN/PARAPETSLIDING PLATE DETAILS 04.13
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
12/31/2015
BLOCK:
SIGNATURE/
APPROVED BY:
OFFICE OF ENGINEERING
...\S-14_15.12.15_Median and Parapet Reconstruction.dgnPlotted Date:
CONNECTICU
T
DE
PA
RT
ME
NT
O F TRANS
PO
RT
ATI
ON
PAVEMENT PRESERVATIONON I-95
050-219PMS
S-14
FAIRFIELD/BRIDGEPORT
JPC
EXISTING PROPOSED
PARAPETGUTTER LINE
SIDE OF JOINT
#5 EACH
(TYP.)
2"
AJ
-
DIR
ECTIO
N
OF TR
AFFIC
GRANITE CURB
PARTIAL PLAN - JOINT TREATMENT IN PARAPET
#5
DRILL AND GROUT
*
(TYP.)
#7
(TYP.)
SAWCUT
•" DEEP
SEE NOTE 'A'
GRANITE CURB
LIMITS (TYP.)
CURB
GRANITE
WIDTH (TYP.)
LIMITED TO HEADER
CONCRETE REMOVAL
NOTE:
REINFORCEMENT.
DRILL AND GROUT DOWEL FOR NEW
REMOVE EXISTING REINFORCEMENT, THEN
IF CONCRETE COVER IS LESS THAN 2",
AN
DECK ENDS".
"RECONSTRUCT CONCRETE
PAID FOR UNDER THE ITEM
JOINT SEAL. THIS WORK
RECONSTRUCT PARAPET FOR
ELASTOMERIC HEADER
•" SAW-CUT
L
#5 GALVANIZED REBAR
FULL STRENGTH OF THE BAR.
ADHESIVE MANUFACTURER TO DEVELOP THE
OF HOLE TO BE AS REQUIRED BY THE CHEMICAL
#5 REINFORCEMENT. DEPTH AND DIAMETER
C DRILLED HOLE FOR CHEMICALLY ANCHORED
(MIN.)
•" SAW-CUT
#5 GALVANIZED REBAR
•" SAW-CUT
#5 GALVANIZED REBAR
(MIN.) HEADER (TYP.)
ELASTOMERIC
AJ
-
6"6"
MIN.6"
2" MIN.
APPROACH SLAB
CONCRETE DECK OR
APPROACH SLAB
CONCRETE DECK OR
NOT TO SCALE
NOT TO SCALE
S-16
HEADER JOINT SYSTEM
ASPHALTIC PLUG JOINT OR ELASTOMERIC
TO BE PAID FOR UNDER PAY ITEM "RECONSTRUCT CONCRETE DECK ENDS".
ALSO, REMOVE THE JOINT SEAL AND STEEL EXTRUSIONS. THIS WORK
REMOVE CONCRETE WITHIN THE LIMITS OF THE EXISTING HEADER.
NOTE 'A':
SECTION - MEDIAN AND PARAPET RECONSTRUCTION
MEDIAN/PARAPETRECONSTRUCTION DETAILS
AND 100 (TYP.)
#6 @ BRIDGES NO. 99
#5 @ BRIDGE NO. 98 (TYP.)
NOTE:
JOINT TREATMENT IN MEDIAN AND PARAPET
PARAPET REINFORCEMENT.
REINFORCEMENTS ARE ASSUMED TO BE SIMILAR TO FACIA
AND SHALL BE VERIFIED BY THE CONTRACTOR. MEDIAN
-EXISTING REINFORCEMENTS ARE ASSUMED FROM 2004 PLANS
ALL JOINT MATERIAL SHOULD BE REMOVED.
-MEDIAN/PARAPET JOINT SEAL NOT SHOWN. IF PRESENT,
UNDER THE ITEM "ASPHALTIC PLUG EXPANSION JOINT SYSTEM".
APPROVED BY THE ENGINEER. THIS WORK WILL BE PAID FOR
BLAST CLEANING. DUST SHALL BE REMOVED BY THE METHOD
EXISTING JOINT MATERIAL. CLEAN JOINT SIDES BY ABRASIVE
PRIOR TO INSTALLING THE PREFORMED JOINT SEAL, REMOVE
IF POSSIBLE
AND SALVAGE
SLIDING PLATE
REMOVE STEEL
PLATE
STEEL SLIDING
RE-INSTALL
04.14
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
12/31/2015
BLOCK:
SIGNATURE/
APPROVED BY:
OFFICE OF ENGINEERING
...\S-15_15.12.28_Preformed Median Joint Details 2.dgnPlotted Date:
CONNECTICU
T
DE
PA
RT
ME
NT
O F TRANS
PO
RT
ATI
ON
PAVEMENT PRESERVATIONON I-95
050-219PMS
FAIRFIELD/BRIDGEPORT
JPC
VARIES
NOT TO SCALE
APPROACH SLAB
CONCRETE DECK OR
APPROACH SLAB
CONCRETE DECK OR
WEARING SURFACE (TYP.)
8" TYP.
APPROACH SLAB
CONCRETE DECK ORAPPROACH SLAB
CONCRETE DECK OR
-
AL
AN
S-16
WEARING SURFACE (TYP.)
NOT TO SCALE
NOTE: EMSEAL SHOWN
LONGITUDINAL JOINT (TYP.)
CENTERLINE OF MEDIAN
HEADER (TYP.)
ELASTOMERIC CONCRETE
LONGITUDINAL JOINT (TYP.)
CENTERLINE OF MEDIAN
AL
NOT TO SCALE -
AK
NOT TO SCALE -
SECTION - PROPOSED MEDIAN JOINT
-
AK
AK
NOT TO SCALE -
SEAL SYSTEM
PREFORMED JOINT
NOTE: EMSEAL BEJS SHOWN
PARAPET
AL
NOT TO SCALE -
SEAL SYSTEM
PREFORMED JOINT
PR
EF
OR
ME
D JOIN
T S
EA
L S
HA
LL
EX
TE
ND
EN
TIR
E
HEIG
HT
OF P
AR
AP
ET
NOTE: EMSEAL BEJS SHOWN
PARAPET
AT MEDIAN AND PARAPET
ELEVATION - EXISTING JOINT
SECTION - PROPOSED DECK JOINT AT MEDIANSECTION - PROPOSED DECK JOINT AT PARAPET
SECTION - PROPOSED PARAPET JOINT
PARAPET/MEDIAN (TYP.)
PARAPET/MEDIAN (TYP.)
EXISTING PARAPET SEAL
S-16
S-16
WEARING SURFACE (TYP.)
SEAL SYSTEM
PREFORMED JOINT
S-15
PREFORMED JOINT SEAL
MEDIAN/PARAPET
CRACK SEAL ALONG
TO FACE OF CURB
PREFORMED JOINT SEAL ADHERED
•" FROM 1"x1" CHAMFER
INSTALL PREFORMED JOINT SEAL RECESSED
AT OFF-SET MEDIAN AND PARAPET
ELEVATION - PROPOSED JOINT TREATMENT
AN
AN
AC
S-9
HEADER (TYP.)
ELASTOMERIC CONCRETE
WEARING SURFACE (TYP.)
AC
S-9
PREFORMED JOINT SEAL
MEDIAN/PARAPET DETAILS 2
CONCRETE HEADER
JOINT SEAL IN ELASTOMERIC
ASPHALTIC PLUG JOINT OR POURABLE
JOINT SEALANT
FILL VOIDS WITH SILICONE
JOINT SEALANT (TYP.)
FILL VOIDS WITH SILICONE
PR
EF
OR
ME
D JOIN
T S
EA
L
SH
ALL E
XT
EN
D
EN
TIR
E
HEIG
HT
04.15
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
12/31/2015
BLOCK:
SIGNATURE/
APPROVED BY:
OFFICE OF ENGINEERING
...\S-16_15.12.28_Preform Deck and Parapet Joint Cross Sec..dgnPlotted Date:
CONNECTICU
T
DE
PA
RT
ME
NT
O F TRANS
PO
RT
ATI
ON
PAVEMENT PRESERVATIONON I-95
050-219PMS
FAIRFIELD/BRIDGEPORT
PREFORMED JOINT SEAL
JPC
JOINT OPENING
RECOMMENDED INSTALLATION DEPTH
ACCOMODATE MANUFACTURER'S
APPROACH SLAB TO BE SIZED TO
DEPTH OF STEP IN DECK SLAB OR
(TYP.)
ASPHALTIC OVERLAY
JOINT OPENING •"
BEADS AND SILICONE BAND
FIELD-APPLIED SILICONE CORNER
(TYP.)
ASPHALTIC OVERLAY
JOINT OPENING
SPECIFICATIONS
PER MANUFACTURER'S
INSTALLATION DEPTH
NOT TO SCALE -
SILICOFLEX
EMSEAL BEJS
V-SEALBACKER ROD
•"
(TYP.)
JOINT „" (TYP.)
BEVEL EDGE OF
EPOXY ADHESIVE (TYP.)
JOINT „" (TYP.)
BEVEL EDGE OF
JOINT „" (TYP.)
BEVEL EDGE OF
BITUMINOUS OVERLAY
HEADER „" BELOW
RECESS ELASTOMERIC
HEADER (TYP.)
ELASTOMERIC CONCRETE
•"
(TYP.)
SPECIFICATIONS
PER MANUFACTURER'S
INSTALLATION DEPTH
•"
ADHESIVE BEAD (TYP.)
SILICOFLEX LOCKING
(TYP.)
ASPHALTIC OVERLAY
VA
RIES
VA
RIES
VA
RIES
CONCRETE HEADER
APPROACH SLAB, OR ELASTOMERIC
BUILD STEP IN BRIDGE DECK SLAB,
CONCRETE HEADER
APPROACH SLAB OR ELASTOMERIC
BUILD STEP IN BRIDGE DECK SLAB,
OR APPROACH SLAB
BRIDGE DECK, BACKWALL
OR APPROACH SLAB
BRIDGE DECK, BACKWALL
OR APPROACH SLAB
BRIDGE DECK, BACKWALL
OR APPROACH SLAB
BRIDGE DECK, BACKWALL
HEADER (TYP.)
ELASTOMERIC CONCRETE
HEADER (TYP.)
ELASTOMERIC CONCRETE
OR APPROACH SLAB
BRIDGE DECK, BACKWALL OR APPROACH SLAB
BRIDGE DECK, BACKWALL
DIRECTION OF TRAVEL
DIRECTION OF TRAVEL
DIRECTION OF TRAVEL
OVERLAY (TYP.)
„" BELOW BITUMINOUS
RECESS ELASTOMERIC HEADER
BITUMINOUS OVERLAY
HEADER „" BELOW
RECESS ELASTOMERIC
SP
ECIFIC
ATIO
NS
MA
NU
FA
CT
UR
ER'S
DEP
TH
PE
R
IN
ST
ALL
ATIO
N
•"
(TYP.)
FACE OF PARAPET
ADHESIVE BEAD (TYP.)
SILICONE LOCKING
FACE OF PARAPET
JOINT 1" (TYP.)
BEVEL EDGE OF
SP
ECIFIC
ATIO
NS
MA
NU
FA
CT
UR
ER'S
DEP
TH
PE
R
IN
ST
ALL
ATIO
N
•"
(TYP.)
JOINT 1" (TYP.)
BEVEL EDGE OF
PARAPET (TYP.)
BUILD STEP IN
BACKER ROD
(TYP.)
EPOXY ADHESIVE
•"
SILICONE BAND
BEADS AND
SILICONE CORNER
FIELD-APPLIED
AN
NOT TO SCALE -
SILICOFLEX
EMSEAL BEJS
V-SEAL
JOINT OPENING VARIES
JOINT OPENING VARIES
JOINT OPENING VARIES
CROSS SECTIONS
S-16
NOTESNOTES
AM
EMSEAL BEJS UNIVERSAL-90
FACE OF PARAPET
JOINT 1" (TYP.)
BEVEL EDGE OF
IN MEDIAN OR PARAPET
SECTION - PREFORMED JOINT SEAL
IN BRIDGE DECK
SECTION - PREFORMED JOINT SEAL
RECOMMENDED INSTALLATION DEPTH
ACCOMODATE MANUFACTURER'S
APPROACH SLAB TO BE SIZED TO
DEPTH OF STEP IN DECK SLAB OR
SPLICES AS WELL AS BENDS AND SPLICES 9" ABOVE THE CURBLINE AND HIGHER IS ALLOWED TO BE FIELD FABRICATED.
BENDS AND SPLICES 9" BELOW THE CURBLINE AND THE TRANSITION INTO THE DECK SHALL BE FACTORY FABRICATED. ROADWAY
PARAPETS AND WALLS SHALL BE SEALED FOR THE ENTIRE VERTICAL PORTION AND ACROSS THE TOP WITH THE SEALING ELEMENT -
JOINT DIFFER FROM DECK JOINT
*CUSTOM FIT WHEN PARAPET
HEIGHT, BOTH SIDES
EPOXY ADHESIVE FULL
BOTH SIDES
FULL HEIGHT,
EPOXY ADHESIVE
"QUALITY CONTROL PLAN" AT LEAST 30 DAYS PRIOR TO START OF WORK.
THE DESIGN ENGINEER SHALL RECEIVE THE JOINT GAP WIDTH MEASUREMENT AND THE
THE REVIEW AND COMMENT FOR THE INSTALLATION OF THE SELECTED JOINT SYSTEM.
THE CONTRACTOR SHALL SEND "QUALITY CONTROL PLAN" TO THE DESIGN ENGINEER FOR
SIZE BASED ON THE MEASUREMEMTS RECEIVED FROM THE CONTRACTOR. IN ADDITION,
TO THE DESIGN ENGINEER. THE DESIGN ENGINEER SHALL SELECT THE APPROPRIATE JOINT
APPROPRIATELY SIZED JOINT SEAL. THE CONTRACTOR SHALL SUBMIT ALL MEASUREMENTS
MAXIMUM BRIDGE DECK JOINT WIDTH ALONG THE JOINT TO DETERMINE THE
SEAL" SPECIFICATION. THE MEASUREMENTS SHOULD ALSO INCLUDE THE MINIMUM AND
THE BRIDGE DECKS AND THE PARAPETS, IN ACCORDANCE TO THE "PREFORMED JOINT
THE CONTRACTOR IS RESPONSIBLE FOR MEASURING THE JOINT GAP WIDTHS IN BOTH,4.
OF THE JOINT AND SHALL BE RECESSED „" BELOW THE BITUMINOUS OVERLAY.
THE ELASTOMERIC CONCRETE HEADER SHALL BE BEVELED „" ALONG THE OPENING 3.
HAS BEEN SAW CUT AND REMOVED.
AFTER THE PAVEMENT HAS BEEN PLACED ON THE BRIDGE AND THE DESIGNATED AREA
THE ELASTOMERIC CONCRETE HEADER AND PREFORMED JOINT SEAL SHALL BE INSTALLED 2.
WORK SHALL BE PAID FOR UNDER THE ITEM "PREFORMED JOINT SEAL".
CLEANING. DUST SHALL BE REMOVED BY THE METHOD APPROVED BY THE ENGINEER. THIS
PRIOR TO INSTALLING THE SILICONE SEALANT, CLEAN JOINT SIDES BY ABRASIVE BLAST1.
04.16
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
12/31/2015
BLOCK:
SIGNATURE/
APPROVED BY:
OFFICE OF ENGINEERING
...\S-17_15.12.29_Partial and Full Depth Deck Patch.dgnPlotted Date:
CONNECTICU
T
DE
PA
RT
ME
NT
O F TRANS
PO
RT
ATI
ON
050-219
REMOVAL
BOTTOM OF CONCRETE
VA
RIES
VA
RIES
WITH ADJACENT CONCRETE
FINISH SMOOTH AND EVEN
UPPER MAT
TOP REINFORCING
NOT TO SCALE
NOT TO SCALE
3" (TYP.) EXISTING PVC PIPE WEEPHOLE
MESH (23 GAGE)
REPLACE ‚" SQUARE GALVANIZED
MESH DETAILNOT TO SCALE
WEEPHOLE NOTES
DECK PATCHING DETAILS
AO
-
REPLACE WITH PATCHING MATERIAL
REMOVE ALL DETERIORATED CONCRETE AND
TYPICAL PARTIAL DEPTH PATCH REPAIR
PMS
NOTES: DECK AND APPROACH SLAB PATCHING
VA
RIES
3" 3"TOP OF DECK
PIPE WEEPHOLE
CLEAN EXISTING PVC
AND FOLD IN
WOVEN GLASS FABRIC
SLIT BOTH LAYERS OF
GUTTER LINE
NOT TO SCALE
AP
-
SECTION
AP
-
AO
-
SECTION
NOT TO SCALE
NOT TO SCALE
AQ
-
TOP OF DECK
NOT TO SCALE
AQ
-
SECTION
TO BE FILLED
EXISTING PVC PIPE WEEPHOLE
(IF PRESENT)
REMOVE EXISTING MESH
INSTALL NON-SHRINK GROUT INSTALL EXPANDING FOAM
PLAN
GUTTER LINE
(23 GAGE)
REPLACE ‚" GALVANIZED MESH
ADJACENT DECK SLAB
FLUSH WITH SURFACE OF
INSTALL NON-SHRINK GROUT
WITH ADJACENT CONCRETE
FINISH SMOOTH AND EVEN
TYPICAL FULL DEPTH PATCH REPAIR
REINFORCING STEEL
TRANSVERSE "MAIN"
VA
RIES
REINFORCING STEEL
TRANSVERSE "MAIN"
AND APPROACH SLAB REINFORCEMENT
NOTES FOR DEFECTIVE DECK
REINFORCEMENT
SEE NOTES FOR DEFECTIVE
0"
TRANSVERSE STEEL
SIZE AND SPACING AS EXISTING
NEW REINFORCING STEEL TO BE SAME
REINFORCING STEEL
LONGITUDINAL "DISTRIBUTION"
REINFORCING STEEL
TRANSVERSE "MAIN"
TRANSVERSE STEEL
SIZE AND SPACING AS EXISTING
NEW REINFORCING STEEL TO BE SAME
TRANSVERSE STEEL
SIZE AND SPACING AS EXISTING
NEW REINFORCING STEEL TO BE SAME
REINFORCEMENT
SEE NOTES FOR DEFECTIVE
REINFORCING STEEL
TRANSVERSE "MAIN"
CO
V1" M
IN.
BOTTOM OF CONCRETE REMOVAL. SEE NOTE "A"
SIDES OF CONCRETE REMOVAL. SEE NOTE "A"
WITH ADJACENT CONCRETE
FINISH SMOOTH AND EVEN
FACE ALL AROUND. SEE NOTE B
SAWCUT •" DEEP TO PROVIDE A VERTICAL REINFORCING STEEL
TRANSVERSE "MAIN"
CO
V1" M
IN.
TRANSVERSE STEEL
SIZE AND SPACING AS EXISTING
NEW REINFORCING STEEL TO BE SAME
REINFORCEMENT
SEE NOTES FOR DEFECTIVE HIGH EARLY STRENGTH CONCRETE
1
1
EXIST. #4 @12"|
REMOVAL OF CONCRETE
EXPOSED REINFORCEMENT
FINAL CONDITION
SEE NOTE B
VERTICAL FACE ALL AROUND.
SAWCUT •" DEEP TO PROVIDE A
LONG. REINFORCING STEEL
MAT OF BARS)
(APPROX. 1" BELOW LOWEST
BOTTOM OF STRUCTURAL SLAB
DETAIL-2: DECK WEEPHOLES TO BE FILLED
DETAIL-1: DECK WEEPHOLES TO REMAIN
(TO REMAIN)
STEEL END BEARING DIAPHRAGMS
SCALE: 1"=1'-0" SCALE: 1"=1'-0"
PATCH HAS CURED (TYP.).
REMOVE FORMWORK AFTER
FULL DEPTH PATCH REPAIRS AT DECK JOINTS
DO NOT USE ABRASIVE BLAST CLEANING
CLEAN TOP OF DIAPHRAGM (TYP.)
DETAILS FOR DEFECTIVE REINFORCEMENT (PARTIAL DEPTH PATCHES)
DETAILS FOR DEFECTIVE REINFORCEMENT (FULL DEPTH PATCHES)
REINFORCEMENT
EXPOSED
REQUIREMENT
AS NECESSARY TO ACHIEVE THIS
DECK. SOUND CONCRETE SHALL BE REMOVED
REINFORCEMENT AT THE UNDERSIDE OF THE
JOINT LOCATIONS WHERE THERE IS EXPOSED
REMOVE CONCRETE (FULL DEPTH) AT THE DECK
INSTALL W.G.F. AFTER GROUT HAS CURED
WOVEN GLASS FABRIC TO COVER FILLED WEEPHOLE.
SPACED AT 4-6" O.C.| AT JOINTS
LONGITUDINAL REINFORCING STEEL
(7"-8"|)
VA
RIES
MATCH EXIST. GAP WIDTH
FORM OPEN GAP
CONDITIONS. ALTERNATE LEGS
TO FIT SLAB BUILD DOWN
FIELD CUT #4 @12"
NECESSARY TO ACHIEVE THIS REQUIREMENTSOUND CONCRETE SHALL BE REMOVED ASPART OF THE SIP FORMS).BOTTOM OF STRUCTURAL SLAB (AT THE HIGHESTTHE BOTTOM OF THE PATCH ALIGNS WITH THEPATCH SHALL ALSO BE WIDENED SUCH THATCONCRETE. THE SIZE OF THE FULL DEPTHAND REPLACE WITH HIGH EARLY STRENGTHREMOVE EXIST. CONCRETE (FULL DEPTH)
IF SIP FORMS NOT REMOVED PREVIOUSLY
CONCRETE MAY BE POURED INTO SIP FORMS
FORMS IF ORDERED BY THE ENGINEER.
CUT AND REMOVE DETERIORATED STAY IN PLACE
REMOVE CONCRETE INSIDE STAY IN PLACE FORMS.
REINFORCING MAT (MIN.)
1" REMOVAL BELOW BOTTOM
SEE NOTE B
VERTICAL FACE ALL AROUND.
SAWCUT •" DEEP TO PROVIDE
FAIRFIELD/BRIDGEPORT
S-17PAVEMENT PRESERVATION
ON I-95JPC
PAYMENT UNDER ITEM "PARTIAL DEPTH PATCH"
THE WORK IN DETAIL-2 SHALL BE CONSIDERED INCLUDED FOR
SHALL BE FILLED AS INDICATED IN DETAIL-2
- ALL OTHER WEEPHOLES:
"PMA S0.25".
THE WORK IN DETAIL-1 SHALL BE PAID FOR UNDER ITEM
SHALL BE REHABILITATED AS INDICATED IN DETAIL-1
- WEEPHOLES ADJACENT TO EXPANSION JOINTS (2' AWAY OR LESS):
THE EXISTING WEARING SURFACE SHALL BE TREATED AS FOLLOWS:
DECK WEEPHOLES EXPOSED AFTER REMOVAL OF
CONCRETE)"
"FULL DEPTH PATCH (HIGH EARLY STRENGTH
SIP FORMS AND CONCRETE UNDER ITEM
INCLUDE COST OF CUTTING AND REMOVING
INSTALL THE UNDERSIDE DECK FORMS.
INSIDE THE SIP FORMS, AS REQUIRED TO
FORMS, AND THE UNREINFORCED CONCRETE
CUT AND REMOVE STEEL STAY IN PLACE (SIP)
BY THE ENGINEER.
TO ANY SPECIFIC DECK OR APPROACH SLAB AREAS BUT SHALL BE USED WHERE DIRECTED
THE ESTIMATED QUANTITIES FOR THE PARTIAL DEPTH PATCHING ITEM ARE NOT ASSIGNED
THE PARTIAL DEPTH PATCHING ITEM AS DIRECTED BY THE ENGINEER.
DECK AND APPROACH SLAB AREAS SHALL BE REPAIRED BY THE CONTRACTOR UTILIZING
AND APPROACH SLABS TO DELINEATE THE DETERIORATED AREAS. THE DETERIORATED
OF THE EXISTING OVERLAY, THE ENGINEER SHALL CHAIN DRAG AND HAMMER TAP THE DECK
AREAS TO BE REPAIRED SHALL BE DETERMINED BY THE ENGINEER. AFTER THE REMOVAL
THE EXACT LOCATION AND EXTENT OF ALL DETERIORATED DECK AND APPROACH SLABNOTE C
AS APPLICABLE
FOR "PARTIAL DEPTH PATCH" OR "FULL DEPTH PATCH (HIGH EARLY STRENGTH CONCRETE)"
THE COST OF •" DEPTH SAWCUT SHALL BE INCLUDED IN THE CONTRACT BID PRICENOTE B
BITUMEN, LOOSE PARTICLES, AND FOREIGN MATTER JUST PRIOR TO PATCHING.
ADDITIONAL LOOSE OR POWDER-LIKE RUST, OIL, SOLVENT, GREASE, DIRT, DUST,
AIR AT THE NOZZLE TO BE OIL-FREE. THE PATCH AREA SHALL BE CLEANED OF ALL
AND DESIGNED OIL SEPARATORS ATTACHED AND FUNCTIONAL TO ALLOW DELIVERED
PARTICLES AND DUST. ALL COMPRESSED AIR SOURCES SHALL HAVE PROPERLY SIZED
BE WATER BLASTED, FOLLOWED BY AIR BLASTING IN ORDER TO REMOVE ALL LOOSE
THE CONCRETE SURFACES AND REINFORCING STEEL IN PARTIAL DEPTH PATCHES SHALLNOTE A
STRENGTH CONCRETE)" AS APPLICABLE.
CONCRETE DECK ENDS", "PARTIAL DEPTH PATCH" OR "FULL DEPTH PATCH (HIGH EARLY
AND INSTALLING NEW REINFORCEMENT, SHALL BE PAID FOR UNDER ITEM "RECONSTRUCT
THE COST OF CLEANING EXISTING REINFORCEMENT, AND THE COST OF FURNISHING6)
CONFORM TO ASTM A615, GRADE 60.
SUPPLEMENT REINFORCEMENT SHALL MATCH EXISTING (COATED OR UNCOATED) AND SHALL 5)
DRAWING S-18 FOR "EXISTING STEEL REINFORCEMENT SCHEDULE"
MATCH EXISTING BAR SIZES AND SPACING FOR THE TRANSVERSE (MAIN) BARS. SEE 4)
THE CONCRETE SHALL BE REMOVED TO A MINIMUM DEPTH OF 1" BELOW THE NEW BARS.3)
ALL EXPOSED REINFORCING STEEL TO REMAIN SHALL BE THOROUGHLY CLEANED AND REUSED.2)
- WHEN ORDERED BY THE ENGINEER.
- THE REINFORCING IS BROKEN.
- THE REINFORCING HAS LOST 25% OR MORE OF ITS ORIGINAL CROSS SECTIONAL AREA.
THE EXISTING REINFORCEMENT SHALL BE REINFORCED WHEN:
LIMITS OF THE REPAIR LOCATION.
BY SPLICING A NEW REINFORCEMENT BAR TO THE DEFECTIVE BAR WITHIN THE
IF THE REINFORCEMENT IS FOUND TO BE DEFECTIVE IT SHALL BE REINFORCED
AFTER REMOVAL OF DETERIORATED DECK AND APPROACH SLAB CONCRETE, 1)
04.17
APPROACH SLAB
BRIDGE DECK
BRIDGE DECK
BEARING
CENTERLINE
N.T.S.N.T.S.
BARS OVER EACH PIER.
ADDITIONAL LONGITUDINAL TOP
REINFORCEMENT
APPROACH SLAB TRANSVERSE
REINFORCEMENT
APPROACH SLAB LONGITUDINAL
LOGITUDINAL REINFORCEMENT
TRANSVERSE REINFORCEMENT
EXISTING DECK AND APPROACH SLAB REINFORCEMENT
ADDITIONAL TRANSVERSE REINFORCEMENT
NEAR DECK ENDS
LONGITUDINAL REINFORCEMENT
ADDITIONAL BARS ALTERNATE WITH
TYPICAL EXISTING REINFORCEMENT AT ABUTMENT
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
12/31/2015
BLOCK:
SIGNATURE/
APPROVED BY:
OFFICE OF ENGINEERING
...\S-18_15.11.06_Existing Deck and Approach Slab Reinf..dgnPlotted Date:
CONNECTICU
T
DE
PA
RT
ME
NT
O F TRANS
PO
RT
ATI
ON
PAVEMENT PRESERVATIONON I-95
FAIRFIELD/BRIDGEPORT
S-18
050-219
JPC
PMS
DECK/APPROACH SLAB
EXISTING REBAR SCHEDULE
(IN.)
BAR SPLICE
STRAIGHTBAR SIZE
STEEL REINFORCEMENT LAP SPLICES
40 8
35 7
30 6
25 5
20 4
NO APPROACH SLAB
BOTTOM TRANSVERSE BARS
(IN.)
BAR SPLICE
STRAIGHTBAR SIZE
STEEL REINFORCEMENT LAP SPLICES
18 8
16 7
14 6
12 5
9 4
TOP TRANSVERSE BARS
EXISTING REINFORCEMENT AT PIERS BRIDGE NO. 00099
04.18
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
NOT TO SCALE
12/31/2015
BLOCK:
SIGNATURE/
APPROVED BY:
OFFICE OF ENGINEERING
...\S-19_15.12.29_APJ and Preformed Joint Crack Seal Details.dgnPlotted Date:
CONNECTICU
T
DE
PA
RT
ME
NT
O F TRANS
PO
RT
ATI
ON
- -
-
-
-
- -
- - -
- - - -
- - -
- - -
- - - - 050-219
S-19
PAVEMENT PRESERVATION
ON I-95
FAIRFIELD/BRIDGEPORTPMS
JPC
CRACK SEAL DETAILS
6'-0"
PA
VE
LI
MITS
FO
R
CR
AC
K
SE
AL
PA
VE
LI
MITS
FO
R
CR
AC
K
SE
AL
TO THE DECK
REMOVE PAVEMENT
SAWCUT AND
TWO LIFTS
PAVEMENT IN
INSTALL NEW
DECK MEMBRANE
INSTALL BRIDGE
DECK MEMBRANE
INSTALL BRIDGE
APPLY CRACK SEAL
TO THE DECK
REMOVE PAVEMENT
SAWCUT AND
TWO LIFTS
PAVEMENT IN
INSTALL NEW
DECK MEMBRANE
INSTALL BRIDGE
SURFACE OF THE PAVEMENT
•" BELOW THE TOP
ROLL MEMBRANE SAWCUT PAVEMENT
EXISTING PAVEMENT
PREVIOUS STAGE
NEW PAVEMENT FROM
OR PIER
ABUTMENT
AS
-
SECTION - MEMBRANE/CRACK SEAL AT
-
SECTION - MEMBRANE/CRACK SEALAR
-
SECTION - MEMBRANE/CRACK SEALN.T.S.N.T.S. N.T.S.
N.T.S.
PAVEMENT
FULL DEPTH OF
APPLY CRACK SEAL
AR
-
AR
-
S-9
AC
PLAN - PAVEMENT SAWCUT, MEMBRANE & CRACK SEAL STAGED CONSTRUCTION
AS
-
AT
-
AS
-
PAVING (TYP.)
DECK AFTER FINAL MILLING AND
ALONG FULL LENGTH OF BRIDGE
APPLY CRACK SEAL AT CURB LINE,
THE INSTALLATION OF THE CRACK SEAL.
PLAN. THE PURPOSE OF THE DETAILS IS TO SHOW
DETAILS SHOWN ARE ONLY A SCHEMATIC STAGING
NOTE:
CR
AC
K
SE
AL S
AW-C
UT P
AY
LI
MITS
LIMITS.
CONSTRUCTION PAY
CRACK SEAL STAGE
(E) APJ OR HEADER (E) APJ OR HEADER
CR
AC
K
SE
AL S
AW-C
UT P
AY
LI
MITS
APJ/PREFORMED JOINT04.19
* Discipline subset includes the General subset and all other discipline subsets. The 02-Revisions does not need a checklist attached. The standard subsets already have a checklist attached to the index sheets.
– For Internal CTDOT Use Only Discipline Subset Submittal Checklist
The following check list shall be checked and attached to each discipline subset *
prior to being digitally signed.
Check Task Section in DPD
Manual
1. Attach this checklist to the discipline subset. Section 3.1
2. Ensure the plans conform to Section 1.4, step 1 of the Digital Project Development Manual.
Section 1.4
3. Complete the following tasks using Bluebeam on
the discipline subset?
a. Apply Page Labels Section 1.6.2
b. Apply Sheet Numbers Section 1.6.2
c. Apply Watermark Section 2.4
d. Flatten Markups Section 2.4
e. Digital Signature Field Section 2.5.1
4. Type name and telephone number below. 5. Upload, if not in Projectwise already, the
discipline subset into the 100_Contract_Plans folder in Projectwise and attribute the document
correctly?
Section 3.2.4
a. Discipline = CT
b. Main Category = CON
c. Sub Category = FDP, DCD, DCD2,
ADP, ACD, DCO where applicable d. Label = subset number and name.
Example of highways subset would be 03-Highways.
The label for a subset shall be the
same for both FDP and DCD submittals.
Addendum submittals shall match FDP submittals with the addition of “_A#”.
Change Order Submittals shall match FDP submittals with the addition of “_C#”. e. Description field is filled in with
a description of the subset. f. The applicable bridge no.(s) or signal
intersection(s) were selected that is/are associated with this subset.
6. Notify Principal Engineer/Engineer of Record so they can apply their Digital Signature
7. Apply the QA/QC stamp after the discipline subset has been digitally signed.
Section 3.1
I have performed and checked that all the tasks above were performed correctly.
Submitted By (Type in Name) Phone Number (Type in Phone Number)