PLANPLANPLAN

STATE OF NORTH CAROLINA

DEPARTMENT OF TRANSPORTATION

RALEIGH

REVISIONS

NO. NO.BY BYDATE DATE

1 3

2 4

SHEET NO.

TOTAL SHEETS

COUNTY:

PROJECT NO.

DECK REPAIR BRIDGE NO.

MECKLENBURG

$$$$$$SYSTIME$$$$$

DATE:

DATE:

DRAWN BY:

CHECKED BY:

$$$$USERNAME$$$$

CLB

SQ. YARD OF HYDRO-DEMOLITION.

COST FOR INSTALLING AND REMOVING FORM WORK SHALL BE INCIDENTAL TO THE PRICE PER

SUBMIT DETAILS OF PROPOSED FORM WORK FOR APPROVAL PRIOR TO BEGINNING WORK.

SHALL BE INSTALLED IN AREAS INDICATED AS CLASS III SURFACE PREPARATION.

A METHOD TO CAPTURE WATER AND DEBRIS FROM BLOW THRU DURING HYDRO-DEMOLITION

TYP. "BLOW THRU" CONTAINMENT AND FORMWORK

BRACING

DECKPREP. OR "BLOW THRU" AREA

ANTICIPATED CLASS III SURFACE

SEAL EDGES

NOTES

APPROX. AREA: CLASS II REPAIR

FOR ELASTOMERIC CONCRETE, SEE SPECIAL PROVISIONS.

FORM

MODIFIED CONCRETE OVERLAY

DETAIL FOR LATEX

OVERLAY IS PLACED.

DECK SURFACE BEFORE

BEFORE WORK BEGINS.

SURFACE OF ORIGINAL DECK

MODIFIED OVERLAY AND

FINISHED SURFACE OF LATEX

SQ.YDS.

TOTAL BILL OF MATERIAL

SQ.YDS. SQ.YDS. SQ. FT.SQ.YDS. C.Y.

FLOOR

BRIDGE

GROOVING

LUMP SUM

SQ.YDS.

STRENGTH

VERY EARLY

CONCRETE

MODIFIED

LATEX

STRENGTH

VERY EARLY

CONCRETE

LATEX MODIFIED

PLACING & FINISHING

LUMP SUMSQ.YDS.

SURFACE PREPARATION ARE APPOXIMATE.

THE BOUNDARIES OF AREAS IDENTIFIED FOR CLASS III

APPROX. AREA: CLASS III REPAIR

S-1

309

US 74 WBL OVER NC 27

BRIDGE #309 RAMP ON

PLAN VIEW OF

11/11

12/11DCM

3322 3322 27168

OVERLAY

1�" MIN.

0 03322 162

FOR FOAM JOINT SEALS, SEE SPECIAL PROVISIONS.

BP-5300M

SEALS

JOINT

FOAM

TO 5TH ST.

3

0

{ BENT #3

{ BENT #4

{ BENT #2

{ BENT #1

{ BENT #5

1 NAPS

)ECAF LLIF OT ECAF LLIF( "6-’617 *

FILL FACE

"6-’09 *2 NAPS

FIX

EXPEXP

FIX EXP

EXPFIX

{ RAMP 1

EXPFIXFIX

** QUANTITY SHOWN IS FOR INFORMATION ONLY.

"0-’05 *3 NAPS

"0-’68 *

4 NAPS

"6-’95 *

5 NAPS

"0-’24 *

PREPARATION

SURFACE

** CLASS I

PREPARATION

SURFACE

** CLASS II

PREPARATION

SURFACE

** CLASS III

* RADIAL

VERY EARLY STRENGTH, SEE SPECIAL PROVISIONS.

FOR OVERLAY OF BRIDGE WITH LATEX MODIFIED CONCRETE-

SEE SPECIAL PROVISIONS.

RUN -OFF WATER FROM THE HYDRO- DEMOLITION PROCESS,

THE CONTRACTOR MUST COLLECT, TREAT AND DISPOSE OF

PROVISIONS .

FOR HYDRO-DEMOLITION AND DECK SCARIFICATION, SEE SPECIAL

IN THE FIELD.

ENGINEER IF PLAN DIMENSIONS DIFFER FROM ACTUAL CONDITIONS

VERIFY THE INFORMATION IN THE PLANS AND NOTIFY THE

BEST INFORMATION AVAILABLE. THE CONTRACTOR SHALL FIELD

EXISTING DIMENSIONS AND BRIDGE CONDITIONS ARE FROM THE

CONCRETE, SEE SPECIAL PROVISIONS.

TO BEGINNING REPAIR OF BRIDGE DECK WITH LATEX MODIFIED

EXISTING JOINTS AND DECK DRAINS SHALL BE SEALED PRIOR

DECK

OF BRIDGE

DEMOLITION

HYDRO-

BRIDGE DECK

SCARIFYING

PLANPLANPLAN1" EXP. JT.

1�" @ 90° F

1�" @ 60° F;

2" @ 45° F;

SHALL BE REMOVED.

IS EXPOSED DURING REMOVAL, THE ENTIRE WATERSTOP

IF THE EMBEDDED PORTION OF THE EXISTING WATERSTOP

* ALL LOOSE AND UNSOUND CONCRETE SHALL BE REMOVED.

TO CENTRAL AVE.

CONCRETE

ELASTOMERIC

FIX

EXP

FIX

EXPFIX

)ECAF LLIF OT ECAF LLIF( "6-’617 *

EXPEXPFIX

EXPFIX

{ BENT #5 { BENT #6

{ BENT #7

{ BENT #8

{ BENT #9 FILL FACE

{ RAMP 1

* RADIAL

"6-’89 *

SPAN 6 "0-’95 *

7 NAPS

"0-’201 *

8 NAPS

"0-’59 *

9 NAPS

* 34’-0"SPAN 10

STATE OF NORTH CAROLINA

DEPARTMENT OF TRANSPORTATION

RALEIGH

REVISIONS

NO. NO.BY BYDATE DATE

1 3

2 4

SHEET NO.

TOTAL SHEETS

COUNTY:

PROJECT NO.

DECK REPAIR BRIDGE NO.

MECKLENBURG

309

BP-5300M

3

$$$$$$SYSTIME$$$$$

DATE:

DATE:

DRAWN BY:

CHECKED BY:

$$$$USERNAME$$$$

CLB 11/11

12/11DCM

D

* TOTAL

* BASED ON THE MINIMUM BLOCKOUT SHOWN.

ELASTOMERIC CONCRETE(CU. FT.)

(CU. FT.)

NOTES

165.4

CONCRETE OVERLAY

LATEX MODIFIED

CONCRETE

ELASTOMERIC �" JT. SEALER

WATERSTOP

6" PLASTIC

MAT’L

EXP. JT.

CONCRETE OVERLAY

LATEX MODIFIED

BEVEL AS SHOWN

SAWED OPENING FOR

�"

SECTION A-A(MINIMUM EXISTING

JOINT DEMOLITION)

SECTION A-A SECTION A-A(EXISTING JOINT)

SECTION A-A

DIAPHRAGM EXISTING JT.

1"

(TYP.)

(TYP.)

GIRDER

TOP OF

(TYP.)

GIRDER

TOP OF

(TYP.)

GIRDER

TOP OF

(TYP.)

GIRDER

TOP OF

1�" EXP. JT.

@ BENT #9

WITH JOINT

BE CUT FLUSH

* WATERSTOP TO

RETAIN ALL EXISTING REINFORCING

STEEL. CLEAN AND REPAIR AS REQ’D.

NOTE:

(TYP.)

(TY

P.)

DE

MO

45°45°

CONCRETE DIMENSIONS)

(PRE-SAWED ELASTOMERIC

FOAM JOINT SEALEXPANSION)

(FOAM JOINT SEAL

FOAM JOINT SEAL

1�

" N

OM.

1�

" N

OM.

2�

"

5�" 5�"

IN LIEU OF SAWING THE JOINT.

FORM THE JOINT FOR THE FOAM JOINT SEAL

THE CONTRACTOR WILL NOT BE PERMITTED TO

JOINT SEAL SHALL BE 2�".

NOMINAL UNCOMPRESSED SEAL WIDTH OF FOAM

WATERTIGHT.

THE INSTALLED FOAM JOINT SEALS SHALL BE

FOR FOAM JOINT SEAL, SEE SPECIAL PROVISIONS.

BENTS 165.4

EXISTING OPENING (DECK)

DIMENSIONS)

(SEE SECTION D-D FOR

SAWED OPENING (DECK)

A

D

A

{ JOINT @ BENT

SEE SECTION A-A

OPENING IN DECK

SAWED TO MATCH

JOINT OPENING IN CURB

SA

WE

D

SECTION C-CSECTION C-CSECTION D-D

4"

�"

�"

MI

N.

5"

BOTTOM OF SEAL

SAW BLADE

RADIUS OF

RAIL

BARRIER

MANUFACTURER

AS RECOMMENDED BY

FOAM JOINT SEAL

SEAL AT END OF

PROVIDE WATERTIGHT

CONCRETE OVERLAY

LATEX MODIFIED

1�

" N

OM.

SECTION B-B

FLOOR

BRIDGE

DIAPHRAGM

(TYP.) (PROPOSED JOINT)

SECTION B-B

MATERIAL

JT. SEALER

EXISTING JT.

(PROPOSED JOINT)

** BACKER ROD DIA. TO BE DETERMINED BY THE ENGINEER.

BACKER ROD

**

(EXISTING JOINT)

SECTION B-B

EXISTING JT.

APPROACH

CONCRETE

EXISTING

PLAN

S-2

JOINT DETAILS

&

TYPICAL SECTIONS

4�

" +/-

EXI

STI

NG

SPAN 7

TYPICAL SECTION

TYPICAL SECTION

{ RAMP 1

(TYP.)

1’-11�"14’-9"22’-0"

{ RAMP 1

(TYP.)

1’-11�"14’-9"

(TYP.)

1’-11�"14’-9"

(TYP.)

1’-11�"14’-9"

{ RAMP 1

(TYP.)

1’-11�"14’-9"

(TYP.)

1’-11�"14’-9"

(TYP.)

1’-11�"14’-9"

VARIES (22’-4" TO 23’-1�")

TYPICAL SECTION

SPAN 8

TYPICAL SECTION

SPANS 4,5&6

VARIES (22’-0" TO 22’-4�")

12’-0"

POINT OF ROLLOVER

GRADE POINT OF CONCRETE SLAB

@ { BRG. TO TOP

8�" TOP OF GDR.

GRADE POINT

12’-0"

{ RAMP 1

POINT OF ROLLOVER

GRADE POINT

{ RAMP 1

POINT OF ROLLOVER

GRADE POINT

12’-0"

{ RAMP 1

POINT OF ROLLOVERGRADE POINT

{ RAMP 1

POINT OF ROLLOVER

GRADE POINT

POINT OF ROLLOVER

12’-0"

SPAN 3

TYPICAL SECTIONTYPICAL SECTION

SPAN 2

SPAN 1

TYPICAL SECTION

VARIES DUE TO SPIRALVARIES DUE TO SPIRAL

VARIES DUE TO SPIRAL

VARIES

VARIES

POINT OF ROLLOVER

VARIES

GRADE POINT OF CONCRETE SLAB

@ { BRG. TO TOP

8�" TOP OF GDR.

$$$$$$SYSTIME$$$$$

DRAWN BY:

CHECKED BY:

$$$$USERNAME$$$$

CLB DATE:

DATE:

STATE OF NORTH CAROLINA

DEPARTMENT OF TRANSPORTATION

RALEIGH

REVISIONS

NO. NO.BY BYDATE DATE

1 3

2 4

SHEET NO.

TOTAL SHEETS

COUNTY:

PROJECT NO.

MECKLENBURG

DECK REPAIR BRIDGE No. 309

TYPICAL SECTIONS

OF CONCRETE SLAB

@ { BRG. TO TOP

8�" TOP OF GDR.

OF CONCRETE SLAB

@ { BRG. TO TOP

8�" TOP OF GDR.

SLAB

OF CONCRETE

@ { BRG. TO TOP

8�" TOP OF GDR.

SLAB

OF CONCRETE

@ { BRG. TO TOP

8�" TOP OF GDR.

SLAB

OF CONCRETE

@ { BRG. TO TOP

8�" TOP OF GDR.

SPANS 9 & 10

11/11

11/11

BP-5300M

DCM

S-3

3

CONCRETE OVERLAY

1�" LATEX MODIFIED

CONCRETE OVERLAY

1�" LATEX MODIFIED

CONCRETE OVERLAY

1�" LATEX MODIFIED

CONCRETE OVERLAY

1�" LATEX MODIFIED

CONCRETE OVERLAY

1�" LATEX MODIFIED

CONCRETE OVERLAY

1�" LATEX MODIFIED

CONCRETE OVERLAY

1�" LATEX MODIFIED

VARIES (23’-1�" TO 24’-5�") (SPAN 6)

VARIES DUE TO SPIRAL (SPANS 4 & 5)

TO MATCH EXISTING.

NOTE: PROPOSED SUPER ELEVATIONS