SUBMISSION OF STRIPSEAL EXPANSION JOINT - BY SCON ...

SUBMISSION OF STRIPSEAL EXPANSION

JOINT

- BY

SCON INFRASTRUCTURE

CRASH

BARRIER

C OF BRIDGE WIDTH

L

JOINT PROFILE TO BE FLUSHED

WITH THE FINAL FINISH LEVEL OF

THE WEARING COAT.

11500 (CLEAR CARRIAGEWAY)

DECK SLAB PROFILE (INDICATIVE)

450

ELEVATION OF EXPANSION JOINT

A

A

DETAIL 'Y'

24500

WEARING COAT

DECK SLAB

SLOP

12250 12250

SLOP

450

600

11500(CLEAR ROADWAY)

WEARING COAT

SLOP

SLOP

24500 (OVERALL BRIDGE WIDTH)

JOINT PROFILE TO BE FLUSHED

WITH THE FINAL FINISH LEVEL OF

THE WEARING COAT.

SLOP

strip seal SC-03expansion joint

1. All the dimensions are in mm Unless Noted Otherwise.

2. Dimensions of the block out shall be generally in accordance with the drawing.

3. Block out shall be cleaned thoroughly and must be free of dirt and debris.

No loose concrete shall be present in block out as per MORT&H specifications.

4. Expansion joint shall follow deck profile.

5. Neoprene seal shall be continuous.

6. Main reinforcement in the deck to be integrated in the anchor loops / cross bars for

proper bond and anchorage.

7. Opening minimum 5 mm.

8. The installation shall be supervised by the representative of manufacturer.

9. The joint shall be installed only after wearing coat is laid & required groove is cut.

10. The grade of concrete in block out shall not be less than that of concrete in deck

slab with 20 mm down size aggregate.

11. The concrete in block out shall be cured continuously for a minimum of 7 days

before installation of glands.

12. Concrete slump, w/c ratio, etc., shall be as recommended by Engineer in Charge.

13. Electrodes for welding edge beam, M.S. plates, etc., shall be as per

manufacturer’s specifications

R-0 19-12-2020 FOR COMMENTS

MATERIAL SPECIFICATION :-

IN GENERAL, THE SPECIFICATIONS FOR MATERIALS, FABRICATION,HANDLING,

STORAGE, INSTALLATION, TEST AND STANDARDS SHALL BE AS PER THE

IRC SP-69(2011) ALONG WITH RIS OF 'MORTH'.

THE STEEL OF EDGE BEAM CONFORMS TO STEEL GRADE IS 2062 Gr.B.

THE PROPERTIES OF STRIP SEAL BE AS PER TABLE 7.4.2.2.1

FOR CHLOROPRENE RUBBER OF IRC SP-69 (2011)

01. THE GAP BETWEEN THE STEEL EDGE MEMBERS SHALL BE ADJUSTED

DEPENDING ON THE TEMPERATURE AT THE TIME OF INSTALLATION OF

THE EXPANSION JOINT USING THE CLAMP PLATE ARRANGEMENT

02. THE EXPANSION JOINT IS LOWERED IN POSITION INTO THE BLOCKOUT.

03. THE LEVEL AND GRADIENT IS ADJUSTED MATCHING WITH THE FINAL

FINISH LEVEL OF THE DECK SLAB AT THE CARRIAGE WAY.

04. THE ANCHOR STUDS ARE SECURED TO THE DECK REINFORCEMENT

ADEQUATELY BY WELDING.

05. ADDITIONAL STEEL BARS MAY ALSO BE USED TO ACHIEVE INTEGRITY

WITH THE DECK SLAB

06. NECESSARY FROM WORK IS INSTALLED.

07. CONCRETE OF DESIRED MIX IS POURED INTO THE BLOCKOUT ENSURING

PROPER COMPACTION.

08. THE CLAMP PLATES ARE REMOVED.

09. BLOCKOUTS ARE CURED SUFFICIENTLY.

10. TO MAINTAIN A UNIFORM JOINT OPENING AND EXTRUSION PARALLELISM.

A STRING LINE SHALL BE USED.

11. FOR SMOOTH RIDING OPERATION, WE RECOMMEND INSTALLATION OF

THE EXPANSION JOINTS AFTER THE WEARING COAT

INSTALLATION PROCEDURE :-

REV.NO DATE DESCRIPTION

DATE OF REF. DRAWING

DESIGN BY:

PROJECT START:

DISCLAIMER :

THIS DRAWING BELONGS TO THE PROPERTY OF SCON AND MUST NOT BECOPIED DUPLICATED NOR DISCLOSED TO ANY THIRD PARTY, NOR USED INANY MANNER WITHOUT PRIOR WRITTEN CONSENT OF SCON.

SHEET NO :-SHEET TITLE :-

PROJECT NAME :

DRAWN BY:

CHECKED BY: APPROVED BY:

DRAWING STATUS :

PROJECT NO:

19-12-2020

SCON_EX-052

Office No. : 109,R Plazzia,

Swastik Regalia Tower, Waghbil Road,

Off. Ghodbunder Road, Thane (W),

Pin Code : 400 607

Email : [email protected]

Contact No. : 9503000278

CONTRACTOR'S NAME :

ISSUED FORAPPROVAL

A.K. A.K.

S.K. U.H.B.

-

1

1

HEX BOLT

WASHER 12Ø

GUSSET PLATE

12 THK.

8mm FILLET BUTT WELD

12Ø x 51LG.

NUT FOR M12 BOLT

ELECTRIC ARC WELDING

OF LENGTH 200mm (M)

FULL PENETRATION

DETAIL 'Y'

SPLICE PLATE

DETAILS

40

70

50

12 mm Ø x 25mm

SPLICE PLATE

LG Slot Nut and

Washer

40

70

50

L OF SYMETRY

C

10 mm thk.Connection

Plate Welded To Edge Beam

'G'

250

250

WEARING COAT

F - TYPE EDGE BEAM

BRIDGE DECK (INDICATIVE)

BRIDGE DECK REINFORCEMENT (INDICATIVE)

SPACED AT 200 mm C/C

12 mm Ø ANCHOR LOOP

RING BAR @ 200 mm C/C WELDED

WITH DECK REINFORCEMENT

(TO BE PROVIDED BY MAIN CONTRACTOR)

TRANSVER REINFORCEMENT BARS

(TO BE PROVIDED BY MAIN CONTRACTOR)

MIN BLOCKOUT SIZE (250 X 250 mm)

EXPANSION JOINT SECTION AT A-A

OVM STRIP SEAL SE-400

(CAPABLE OF TAKING

MOVEMENT UPTO 80 MM)

79

FOUR LANING OF NH-17 FROM EXISTING KM 502+500

TO KM 512+930 AND KM 517+880 TO 522+790 OF NH-17

(KARASWADA PORVORIM - PANJIM-BAMBOLIA SECTION)

MVR INFRAPROJECTS PVT.LTD

LENGTH OF EACH JOINT

NO. OF JOINT 2 NOS.

TOTAL LENGTH 49 RM

BILL OF QUANTITY

24.50 RM

TOTAL LENGTH OF JOINT 24.50 X 2 NOS.

LOCATION - PIER NO. -A1& A2

DRG.REFERENCE NO.-PKG-II/STR/501300/S-01

LENGTH OF EACH JOINT

NO. OF JOINT 128 NOS.

TOTAL LENGTH 1408.00 RM

BILL OF QUANTITY

11.00 RM

TOTAL LENGTH OF JOINT 11.00 X 128 NOS.

LOCATION - PIER NO. - AS PER STRUCTURAL DWG

DRG.REFERENCE NO.- 29/3422/E-3

strip seal SC-01expansion joint

1. All the dimensions are in mm Unless Noted Otherwise.

2. Dimensions of the block out shall be generally in accordance with the drawing.

3. Block out shall be cleaned thoroughly and must be free of dirt and debris.

No loose concrete shall be present in block out as per MORT&H specifications.

4. Expansion joint shall follow deck profile.

5. Neoprene seal shall be continuous.

6. Main reinforcement in the deck to be integrated in the anchor loops / cross bars for

proper bond and anchorage.

7. Opening minimum 5 mm.

8. The installation shall be supervised by the representative of manufacturer.

9. The joint shall be installed only after wearing coat is laid & required groove is cut.

10. The grade of concrete in block out shall not be less than that of concrete in deck

slab with 20 mm down size aggregate.

11. The concrete in block out shall be cured continuously for a minimum of 7 days

before installation of glands.

12. Concrete slump, w/c ratio, etc., shall be as recommended by Engineer in Charge.

13. Electrodes for welding edge beam, M.S. plates, etc., shall be as per

manufacturer’s specifications

R-0 13-02-2021 FOR COMMENTS

MATERIAL SPECIFICATION :-

IN GENERAL, THE SPECIFICATIONS FOR MATERIALS, FABRICATION,HANDLING,

STORAGE, INSTALLATION, TEST AND STANDARDS SHALL BE AS PER THE

IRC SP-69(2011) ALONG WITH RIS OF 'MORTH'.

THE STEEL OF EDGE BEAM CONFORMS TO STEEL GRADE IS 2062 Gr.B.

THE PROPERTIES OF STRIP SEAL BE AS PER TABLE 7.4.2.2.1

FOR CHLOROPRENE RUBBER OF IRC SP-69 (2011)

01. THE GAP BETWEEN THE STEEL EDGE MEMBERS SHALL BE ADJUSTED

DEPENDING ON THE TEMPERATURE AT THE TIME OF INSTALLATION OF

THE EXPANSION JOINT USING THE CLAMP PLATE ARRANGEMENT

02. THE EXPANSION JOINT IS LOWERED IN POSITION INTO THE BLOCKOUT.

03. THE LEVEL AND GRADIENT IS ADJUSTED MATCHING WITH THE FINAL

FINISH LEVEL OF THE DECK SLAB AT THE CARRIAGE WAY.

04. THE ANCHOR STUDS ARE SECURED TO THE DECK REINFORCEMENT

ADEQUATELY BY WELDING.

05. ADDITIONAL STEEL BARS MAY ALSO BE USED TO ACHIEVE INTEGRITY

WITH THE DECK SLAB

06. NECESSARY FROM WORK IS INSTALLED.

07. CONCRETE OF DESIRED MIX IS POURED INTO THE BLOCKOUT ENSURING

PROPER COMPACTION.

08. THE CLAMP PLATES ARE REMOVED.

09. BLOCKOUTS ARE CURED SUFFICIENTLY.

10. TO MAINTAIN A UNIFORM JOINT OPENING AND EXTRUSION PARALLELISM.

A STRING LINE SHALL BE USED.

11. FOR SMOOTH RIDING OPERATION, WE RECOMMEND INSTALLATION OF

THE EXPANSION JOINTS AFTER THE WEARING COAT

INSTALLATION PROCEDURE :-

REV.NO DATE DESCRIPTION

DATE OF REF. DRAWING

DESIGN BY:

PROJECT START:

DISCLAIMER :

THIS DRAWING BELONGS TO THE PROPERTY OF SCON AND MUST NOT BECOPIED DUPLICATED NOR DISCLOSED TO ANY THIRD PARTY, NOR USED INANY MANNER WITHOUT PRIOR WRITTEN CONSENT OF SCON.

SHEET NO :-SHEET TITLE :-

PROJECT NAME :

DRAWN BY:

CHECKED BY: APPROVED BY:

DRAWING STATUS :

PROJECT NO:

13-02-2021

SCON_EX-056

Office No. : 109,R Plazzia,

Swastik Regalia Tower, Waghbil Road,

Off. Ghodbunder Road, Thane (W),

Pin Code : 400 607

Email : [email protected]

Contact No. : 9503000278

CONTRACTOR'S NAME :

ISSUED FORAPPROVAL

A.K. T.K.

A.K. U.H.B.

-

CLIENT NAME :

HEX BOLT

WASHER 12Ø

GUSSET PLATE

12 THK.

8mm FILLET BUTT WELD

12Ø x 51LG.

NUT FOR M12 BOLT

ELECTRIC ARC WELDING

OF LENGTH 200mm (M)

FULL PENETRATION

DETAIL 'Y'

SPLICE PLATE

DETAILS

40

70

50

12 mm Ø x 25mm

SPLICE PLATE

LG Slot Nut and

Washer

40

70

50

L OF SYMETRY

C

10 mm thk.Connection

Plate Welded To Edge Beam

'G'

500

500

WEARING COAT

F - TYPE EDGE BEAM

BRIDGE DECK (INDICATIVE)

BRIDGE DECK REINFORCEMENT (INDICATIVE)

SPACED AT 200 mm C/C

12 mm Ø ANCHOR LOOP

RING BAR @ 200 mm C/C WELDED

WITH DECK REINFORCEMENT

(TO BE PROVIDED BY MAIN CONTRACTOR)

TRANSVER REINFORCEMENT BARS

(TO BE PROVIDED BY MAIN CONTRACTOR)

MIN BLOCKOUT SIZE (500 X 500 mm)

EXPANSION JOINT SECTION AT A-A

OVM STRIP SEAL SE-400

(CAPABLE OF TAKING

MOVEMENT UPTO 80 MM)

80

STRUCTURAL REHABLITATION OF FLYOVER RAMP-A ON

PORT ROAD, VISHAKAPATNAM BY USING SPECIALIZED

TECHNIQUES IN THE STATE ANDHRA PRADESH.

FRP TECH (India) Pvt.Ltd

NH PWD VIZAG

ELEVATION OF EXPANSION JOINT

A

DETAIL 'Y'

2.0% VARIES

A

5500

A

DETAIL 'Y'

A

5500

2.0% VARIES

CRASH

BARRIER

CRASH

BARRIER

DECK SLAB PROFILE (INDICATIVE)

CRASH

BARRIER

WEARING COAT

SLOP 2.0%

L

C OF BRIDGE WIDTH

JOINT PROFILE TO BE FLUSHED

WITH THE FINAL FINISH LEVEL OF

THE WEARING COAT.

5500

500 5000

CRASH

BARRIER

WEARING COAT

SLOP 2.0%

JOINT PROFILE TO BE FLUSHED

WITH THE FINAL FINISH LEVEL OF

THE WEARING COAT.

5500

5005000

strip seal sC-01expansion joint

1. All the dimensions are in mm Unless Noted Otherwise.

2. Dimensions of the block out shall be generally in accordance with the drawing.

3. Block out shall be cleaned thoroughly and must be free of dirt and debris.

No loose concrete shall be present in block out as per MORT&H specifications.

4. Expansion joint shall follow deck profile.

5. Neoprene seal shall be continuous.

6. Main reinforcement in the deck to be integrated in the anchor loops / cross bars for

proper bond and anchorage.

7. Opening minimum 5 mm.

8. The installation shall be supervised by the representative of manufacturer.

9. The joint shall be installed only after wearing coat is laid & required groove is cut.

10. The grade of concrete in block out shall not be less than that of concrete in deck

slab with 20 mm down size aggregate.

11. The concrete in block out shall be cured continuously for a minimum of 7 days

before installation of glands.

12. Concrete slump, w/c ratio, etc., shall be as recommended by Engineer in Charge.

13. Electrodes for welding edge beam, M.S. plates, etc., shall be as per

manufacturer’s specifications

R-0 07-10-2020 FOR COMMENTS

MATERIAL SPECIFICATION :-

IN GENERAL, THE SPECIFICATIONS FOR MATERIALS, FABRICATION,HANDLING,

STORAGE, INSTALLATION, TEST AND STANDARDS SHALL BE AS PER THE

IRC SP-69(2011) ALONG WITH RIS OF 'MORTH'.

THE STEEL OF EDGE BEAM CONFORMS TO STEEL GRADE IS 2062 Gr.B.

THE PROPERTIES OF STRIP SEAL BE AS PER TABLE 7.4.2.2.1

FOR CHLOROPRENE RUBBER OF IRC SP-69 (2011)

01. THE GAP BETWEEN THE STEEL EDGE MEMBERS SHALL BE ADJUSTED

DEPENDING ON THE TEMPERATURE AT THE TIME OF INSTALLATION OF

THE EXPANSION JOINT USING THE CLAMP PLATE ARRANGEMENT

02. THE EXPANSION JOINT IS LOWERED IN POSITION INTO THE BLOCKOUT.

03. THE LEVEL AND GRADIENT IS ADJUSTED MATCHING WITH THE FINAL

FINISH LEVEL OF THE DECK SLAB AT THE CARRIAGE WAY.

04. THE ANCHOR STUDS ARE SECURED TO THE DECK REINFORCEMENT

ADEQUATELY BY WELDING.

05. ADDITIONAL STEEL BARS MAY ALSO BE USED TO ACHIEVE INTEGRITY

WITH THE DECK SLAB

06. NECESSARY FROM WORK IS INSTALLED.

07. CONCRETE OF DESIRED MIX IS POURED INTO THE BLOCKOUT ENSURING

PROPER COMPACTION.

08. THE CLAMP PLATES ARE REMOVED.

09. BLOCKOUTS ARE CURED SUFFICIENTLY.

10. TO MAINTAIN A UNIFORM JOINT OPENING AND EXTRUSION PARALLELISM.

A STRING LINE SHALL BE USED.

11. FOR SMOOTH RIDING OPERATION, WE RECOMMEND INSTALLATION OF

THE EXPANSION JOINTS AFTER THE WEARING COAT

INSTALLATION PROCEDURE :-

LENGTH OF EACH JOINT

NO. OF JOINT 28 NOS.

TOTAL LENGTH 336.0 RM

BILL OF QUANTITY

12.0 RM

TOTAL LENGTH OF JOINT 12.0 X 28 NOS.

REV.NO DATE DESCRIPTION

DATE OF REF. DRAWING

DESIGN BY:

PROJECT START:

DISCLAIMER :

THIS DRAWING BELONGS TO THE PROPERTY OF SCON AND MUST NOT BECOPIED DUPLICATED NOR DISCLOSED TO ANY THIRD PARTY, NOR USED INANY MANNER WITHOUT PRIOR WRITTEN CONSENT OF SCON.

SHEET NO :-SHEET TITLE :-

PROJECT NAME :

DRAWN BY:

CHECKED BY: APPROVED BY:

DRAWING STATUS :

PROJECT NO:

07-10-2020

SCON_EX-050

Office No. : 109,R Plazzia,

Swastik Regalia Tower, Waghbil Road,

Off. Ghodbunder Road, Thane (W),

Pin Code : 400 607

Email : [email protected]

Contact No. : 9503000278

CONTRACTOR'S NAME :

ISSUED FORAPPROVAL

A.K. A.K.

S.K. U.H.B.

-

1

1

HEX BOLT

WASHER 12Ø

GUSSET PLATE

12 THK.

8mm FILLET BUTT WELD

12Ø x 51LG.

NUT FOR M12 BOLT

ELECTRIC ARC WELDING

OF LENGTH 200mm (M)

FULL PENETRATION

DETAIL 'Y'

LOCATION - PIER NO.--

SPLICE PLATE

DETAILS

40

70

50

12 mm Ø x 25mm

SPLICE PLATE

LG Slot Nut and

Washer

40

70

50

L OF SYMETRY

C

10 mm thk.Connection

Plate Welded To Edge Beam

'G'

250

25

0

WEARING COAT

F - TYPE EDGE BEAM

BRIDGE DECK (INDICATIVE)

BRIDGE DECK REINFORCEMENT (INDICATIVE)

SPACED AT 200 mm C/C

12 mm Ø ANCHOR LOOP

RING BAR @ 200 mm C/C WELDED

WITH DECK REINFORCEMENT

(TO BE PROVIDED BY MAIN CONTRACTOR)

TRANSVER REINFORCEMENT BARS

(TO BE PROVIDED BY MAIN CONTRACTOR)

MIN BLOCKOUT SIZE (250 X 250 mm)

EXPANSION JOINT SECTION AT A-A

OVM STRIP SEAL SE-400

(CAPABLE OF TAKING

MOVEMENT UPTO 80 MM)

79

DRG.REFERNCE NO.-SC/902/GA-01003

ELEVATED ROAD BETWEEN THANE BELAPUR ROAD

AND NH4 (OLD MUMBAI PUNE HIGHWAY ) PHASE -A

SMC INFRASTRUCTURE PVT.LTD

CRASH

BARRIER

C OF CARRIAGEWAY

L

JOINT PROFILE TO BE FLUSHED

WITH THE FINAL FINISH LEVEL OF

THE WEARING COAT.

11000

(CARRIAGEWAY)

DECK SLAB PROFILE (INDICATIVE)

12000 OVER ALL WIDTH

500

500

ELEVATION OF EXPANSION JOINT

A

A

DETAIL 'Y'

12000

79 MM THK.

WEARING COAT

250mm THK.

DECK SLAB

2.5% VARIES

2.5% VARIES

6000 6000

2.5% VARIES

2.5% VARIES

C OF BRIDGE

L

CRASH

BARRIER

C OF CARRIAGEWAY

L

JOINT PROFILE TO BE FLUSHED

WITH THE FINAL FINISH LEVEL OF

THE WEARING COAT.

11000

(CARRIAGEWAY)

DECK SLAB PROFILE (INDICATIVE)

12000 OVER ALL WIDTH

500 500

79 MM THK.

WEARING COAT

250mm THK.

DECK SLAB

2.5% VARIES

2.5% VARIES

200

ELEVATION OF EXPANSION JOINT

A

A

DETAIL 'Y'

12000

6000 6000

2.5% VARIES

2.5% VARIES

FRL L.H.S. FRL R.H.S.

R-6

VIS

HA

KH

AP

AT

TA

NB

RID

GE

AT

VIZ

AG

E

Quality Assurance Plan and MTC

QUALITY ASSURANCE PLAN

Single Strip Seal Expansion Joint

Sr. no. Components Material Test to Conduct Acceptance Criteria Reference Code Testing Agency

1 Steel Edge Beam E250 Grade BR:2011

Chemical Test IS 2062 IS 2062 Manufacturer’s/ NABL Lab

2 Anchorage Loop/Stud FE-500 Chemical Test Physical Test

IS 1786 IS 1786 Manufacturer’s/ NABL Lab

3 Strip Seal Rubber Neoprene Tensile Strength 13.8 Mpa ASTM D-412 Manufacturer’s/ NABL Lab Elongation

propagation strength

Min 250% ASTM D-412 Type C

Hardness 60 + or - 5 ASTM D-2240 Compression Set Max 28% ASTM D 395

Tear Strength Longitudinal Transverse

Min. 10N/mm Max. 28N/mm

ASTM D-624 Die C

Resistance Ozone - ASTM D-1149

Acceptance Test

Sr. no

Acceptance Test Test on Specimen Standard Code Test Specimen Remark

1 Anchor pull out Test Anchor Loop

IRC SP 69 : 2011

Pull out Anchorage loop

Anchorage pull on Test frame with Jack

Load of 120KN

2 Dye Penetration Welding Joint Test on Welding joint A) Cleaner DYEGLO(CL 01) B) Penetrate DYEGLO(RB 81) C) Developer DYEGLO(RD 01)

Check Red Spot if Crack Found

3 Paint Thickness Finish Joint Test on Paint Elcometer Min. 150 micron 4 Cyclic Motion Neoprene

Rubber 4 Cycles to be tested Movement of 80mm of gap Check Distress on seal

5 Ponding 100% no water leakage

1 meter Stripseal rubber Check is Water leakage under the seal

6 Dimension Finish Joint Length of Joint Gaps between Anchor loop Dimension check