ASGHAL Standard Details

TYPE 1 (800 DEEP)SCALE 1:10





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Appd.

5 (CONCRETE)

PART 1 (GENERAL)

Q-GIRDER

PRESTRESSING

I.FLYNN

SD 5-1-103

OCTOBER 2013 AS SHOWN @ A1

1

1 23/10/2013 REVISED LOGO AND DWG NUMBER I. FLYNN

1 OF 1

DRAINAGE PIPE DETAIL ATINTERMEDIATE DIAPHRAGMSCALE 1:20

DRAINAGE PIPE DETAIL ATABUTMENT GALLERYSCALE 1:20

DRAINAGE PIPE DETAIL ATINTEGRAL ABUTMENTSCALE 1:20

A

A-

SECTIONA- SCALE 1:10

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Appd.

5 (CONCRETE)

PART 1 (GENERAL)

Q-GIRDER

DRAINAGE PIPE DETAIL

I. FLYNN

SD 5-1-108


2

1 23/9/2013 Note 2 added I. FLYNN 2 23/10/2013 REVISED LOGO AND DWG NUMBER I. FLYNN

1 OF 1

PRIMARY DIRECTION OF BRIDGE EXPANSION/CONTRACTION

TYPICAL INTERMEDIATE BRIDGE DECKEXPANSION JOINT SECTION(EXPANSION JOINT RECESSED INTO SUPERSTRUCTURE)

NTS

REINFORCEMENT IN BOTH DIRECTIONSTO THESE FACES TO BE STAINLESSSTEEL OVER EXTENTS SHOWN

EXPANSION JOINTSURFACING


REINFORCEMENT IN BOTH DIRECTIONSTO THESE FACES TO BE STAINLESSSTEEL OVER EXTENTS SHOWN(INCLUDING UNDER EXPANSION JOINT)


TYPICAL INTERMEDIATE BRIDGE DECKEXPANSION JOINT SECTION

(EXPANSION JOINT NOT RECESSED INTO SUPERSTRUCTURE)NTS







TYPICAL ABUTMENT GALLERY SECTION(EXPANSION JOINT RECESSED INTO SUPERSTRUCTURE)

NTS

TYPICAL ABUTMENT GALLERY SECTION(EXPANSION JOINT NOT RECESSED INTO SUPERSTRUCTURE)

NTS

APPROACH SLAB OMITTED FORCLARITY

APPROACH SLAB OMITTED FORCLARITY

BRID

GE S

UPER

STRU

CTUR

E

REINFORCEMENT IN BOTH DIRECTIONS TO THESEFACES TO BE STAINLESS STEEL OVER EXTENTS SHOWN

RECESS / PENETRATION THROUGH BRIDGEDECK FOR GULLY, SCUPPER OR SIMILARDRAINAGE SYSTEM COMPONENT.

TYPICAL DRAINAGE INSTALLATIONNTS

TRANSVERSE DECK EXPANSION/CONTRACTION



TRANSVERSE DECK EXPANSION/CONTRACTION



TYPICAL BRIDGE DECK LONGITUDINALMOVEMENT JOINT SECTION

(EXPANSION JOINT RECESSED INTO SUPERSTRUCTURE)NTS

TYPICAL BRIDGE DECK LONGITUDINALMOVEMENT JOINT SECTION

(EXPANSION JOINT NOT RECESSED INTO SUPERSTRUCTURE)NTS

1. STAINLESS STEEL REINFORCEMENT SHOULD BE USED INLOCATIONS SIMILAR TO THOSE SHOWN ON THIS DRAWING.

2. STAINLESS STEEL REINFORCEMENT SHOULD BE CONSIDEREDFOR ANY CONCRETE THAT IS PARTICULARLY PRONE TOCORROSION AND WHERE ACCESS IS LIMITED FOR INSPECTIONAND MAINTENANCE. THE DESIGNER SHALL AGREE SUCHLOCATIONS WITH ASHGHAL IN ADVANCE OF PROCEEDINGWITH A DESIGN..

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1. THIS DRAWING SHOWS STANDARD DETAILS WHICH AREINDICATIVE OF THE BASIC PRINCIPLES WHICH ARE PREFERREDBY ASHGHAL.

2. THE STANDARD DETAILS ARE GENERIC IN NATURE AND MUST BEFURTHER DEVELOPED BY THE DESIGNER AS NECESSARY TOSUIT THE PARTICULAR APPLICATION.

3. WHERE THESE STANDARD DETAILS ARE ADOPTED AS THE BASISOF ANY DETAIL INCLUDED IN A DESIGN, THE DESIGNER SHALLBE ENTIRELY RESPONSIBLE FOR THE COMPLETED DETAIL ANDALL ASSOCIATED LIABILITY. DESIGNERS MUST THEREFORESATISFY THEMSELVES AS TO THE SUITABILITY OF THESTANDARD DETAIL FOR THE PROPOSED APPLICATION.

4. DESIGNERS SHALL ADOPT THE STANDARD DETAILS SHOWN ASTHE BASIS OF THEIR DESIGN UNLESS THEY CONSIDER THAT ADETAIL IS UNSUITABLE AND AGREE WITH ASHGHAL THAT ITSHALL NOT BE USED.

5. THIS DRAWING SHALL BE USED IN CONJUNCTION WITH ALLAPPLICABLE ASHGHAL STANDARD DETAILS, DESIGNINSTRUCTIONS, CIRCULARS, ADVICE NOTES ETC.

6. DESIGNERS SHALL REFER ANY DISCREPANCIES OR CONTRADICTIONS BETWEEN THIS DRAWING AND OTHERAPPLICABLE ASHGHAL STANDARD DETAILS, DESIGNINSTRUCTIONS, CIRCULARS, ADVICE NOTES ETC. TO ASHGHALFOR DIRECTION.

USE OF STANDARD DETAILS:

REINFORCEMENT OF CONCRETE

STRUCTURES - TYPICAL

LOCATIONS FOR STAINLESS

STEEL REINFORCEMENT

I. FLYNN

SEPTEMBER 2013 AS NOTED FOR A1

0

11

5 (CONCRETE)

PART 1 (GENERAL)

SD 5-1-903

UNBONDED WATERPROOFING SYSTEM WITHPROTECTIVE SCREED (IF REQUIRED)

EXTERNAL WATERSTOPBONDED TOWATERPROOFING. REFERTO DETAIL 5.

BONDED WATERPROOFING SYSTEM

SPRAY APPLIED BRIDGE DECK WATERPROOFING SYSTEM. PROVIDERED SAND ASPHALT ADDITIONAL PROTECTION LAYER IF MASSCONCRETE FILL NOT PROVIDED ABOVE WATERPROOFING.

REFER TO DETAIL 2 REFER TO DETAIL 2

E SECTION (UNBONDED WATERPROOFING SYSTEM)

NTS

E SECTION (BONDED WATERPROOFING SYSTEM)

NTS

WATERPROOFING SYSTEM (PROVIDE PROTECTIONBOARD IF REQUIRED)

EXTERNAL WATERSTOPBONDED TOWATERPROOFING. REFERTO DETAIL 5

POLYSULPHIDESEALANT

F SECTIONNTS

SWELLING BAR

REINJECTABLE HOSE

WATERPROOFING MEMBRANE (WITHPROTECTION BOARD IF REQUIRED)REFER TO DETAIL 3

G SECTIONNTS

POLYSULPHIDE SEALANT

SWELLING BAR

REINJECTABLE HOSE

H SECTION (UNBONDED WATERPROOFING SYSTEM)

NTS

H SECTION (BONDED WATERPROOFING SYSTEM)

NTS





SIMILAR TO DETAIL 3 SIMILAR TO DETAIL 3

SWELLING BAR

REINJECTABLE HOSE

SCHEMATIC TUNNEL CROSS SECTION ATCONSTRUCTION JOINT

NTS

E

E

G

G

F F

H

H

REFER TO DETAIL 4 FORCORNER DETAILS

EXTERNAL WATERSTOP

E

E

H

H

E

E

F F

SCHEMATIC TROUGH CROSS SECTION ATCONSTRUCTION JOINT

NTS


EXTERNAL WATERSTOP

DEBONDING TAPEACROSS JOINT

ADDITIONAL STRIP OF WATERPROOFINGOVER JOINT SEALANT AND ADHERED TOCONCRETE EACH SIDE

DETAIL 2(NTS)

WATERPROOFINGCONTINUOUS ACROSS JOINT

350 (MINIMUM)

BUTYL RUBBER MEMBRANEBONDED TO CONCRETE

DETAIL 1(NTS)

WATERPROOFINGCONTINUOUS ACROSSJOINT

ADDITIONAL STRIP OF WATERPROOFINGOVER RUBBER STRIP AND ADHERED TOCONCRETE EACH SIDE

PROPRIETARY JOINT SEALANT SUITABLE FOR POST CASTINGAPPLICATION TO CUT AND COVER TUNNELS, ADHERED TOCONCRETE EACH SIDE OF THE JOINT.

ADDITIONAL STRIP OF WATERPROOFINGOVER JOINT SEALANT AND ADHERED TOCONCRETE EACH SIDE WATERPROOFING

CONTINUOUS ACROSS JOINT

DETAIL 3(NTS)

FACTORY MANUFACTURED CORNER JOINTPIECES PREFERRED - WELDED TOADJOINING LENGTHS OF WATERSTOPS

PROPRIETARY JOINT SEALANT SUITABLE FORPOST CASTING APPLICATION TO CUT AND COVERTUNNELS (REFER TO DETAIL 3)

ROOF AND WALL WATERSTOPS TO BECOMPATIBLE AND JOINED IN THIS LOCATIONTO FORM A WATERTIGHT SEAL

TOP OF SLAB AND BASE WATERSTOPSTO BE COMPATIBLE AND JOINED IN THISLOCATION TO FORM A WATERTIGHTSEAL

TOP OF SLAB AND WALL WATERSTOPS TO BECOMPATIBLE AND JOINED IN THIS LOCATIONTO FORM A WATERTIGHT SEAL


DETAIL 4(DRAWN FOR TUNNEL - WALLS SIMILAR)

NTS

5 DETAIL (UNBONDED WATERPROOFING SYSTEM)

NTS

WATERPROOFING CONTINUOUSUNDER WATERSTOP

30 (MINIMUM) 30 (MINIMUM)

HOT AIR WEDGE WELD (NOTLESS THAN 30mm WIDE)

5 DETAIL (BONDED WATERPROOFING SYSTEM)

NTS

WATERPROOFING CONTINUOUSUNDER WATERSTOP, STUDSREMOVED AS REQUIRED



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TUNNEL ROOFS

TUNNEL AND TROUGH WALLS

TUNNEL AND TROUGH BASES

1. THIS DRAWING SHOWS WATERPROOFING DETAILS ONLY ANDDOES NOT SHOW DETAILS OF ANY STRUCTURAL CONTINUITYACROSS JOINTS SUCH AS REINFORCEMENT, DOWEL BARS,SHEAR KEYS ETC. DETAILS SHALL BE ADJUSTED ASNECESSARY TO SUIT ANY STRUCTURAL CONNECTIONSREQUIRED ACROSS JOINTS.

2. ALL PRODUCTS SHALL BE INSTALLED STRICTLY INACCORDANCE WITH THE MANUFACTURERS INSTRUCTIONS.

3. SHAPE AND PROPORTIONS OF WATER STOPS ILLUSTRATEDARE INDICATIVE ONLY.

4. ALL COMPONENTS OF WATERPROOFING SYSTEMS(WATERSTOPS, SEALANTS, MEMBRANES ETC.) SHALL BECOMPATIBLE TO ALLOW A WATERTIGHT BOND TO BE MADEBETWEEN THEM.

5. ALL COMPONENTS OF WATERPROOFING SYSTEM SHALL BEAPPROPRIATE FOR THE ANTICIPATED GROUNDWATERPRESSURE.

6. ALL DOWEL BARS ACROSS MOVEMENT JOINTS SHALL BESTAINLESS STEEL.

7. ALL INTERNAL WATERSTOPS SHALL BE LOCATED AT (OR ASCLOSE AS IS PRACTICABLE TO) THE MID-DEPTH OF SECTIONS.

8. REINFORCEMENT SHALL BE DETAILED SUCH THAT THE CLEARDISTANCE BETWEEN ALL BARS AND WATERSTOPS IS NOTLESS THAN THE COVER REQUIRED AT THE EXTERNAL FACE OFTHE CONCRETE SECTION.

9. ALL REINJECTABLE HOSES SHALL BE PROPRIETARY INJECTIONPOINTS. INJECTION POINTS SHALL BE LOCATED TO MAKEFUTURE ACCESS AS SIMPLE AS REASONABLY PRACTICAL.

1. THIS DRAWING SHOW STANDARD DETAILS WHICH AREINDICATIVE OF THE BASIC PRINCIPLES WHICH AREPREFERRED BY ASHGHAL FOR THE EXPRESSWAYPROGRAMME.

2. THE STANDARD DETAILS ARE GENERIC IN NATURE AND MUSTBE FURTHER DEVELOPED BY THE DESIGNER AS NECESSARYTO SUIT THE PARTICULAR APPLICATION.

3. WHERE THESE STANDARD DETAILS ARE ADOPTED AS THEBASIS OF A DETAIL INCLUDED IN A DESIGN, THE DESIGNERSHALL BE ENTIRELY RESPONSIBLE FOR THE COMPLETEDDETAIL AND ALL ASSOCIATED LIABILITY. DESIGNERS MUSTTHEREFORE SATISFY THEMSELVES AS TO THE SUITABILITYOF THE STANDARD DETAIL FOR THE PROPOSED APPLICATION.

4. DESIGNERS SHALL ADOPT THE STANDARD DETAILS SHOWNAS THE BASIS OF THEIR COMPLETED DESIGN UNLESS THEYCONSIDER THAT A DETAIL IS UNSUITABLE AND OBTAINWRITTEN AGREEMENT FROM ASHGHAL THAT IT SHALL NOT BEUSED.


WATERPROOFING OF

UNDERPASSES AND CUT &

COVER TUNNELS BELOW

GROUNDWATER LEVEL

OF

I. FLYNN


0

2 3

5 (CONCRETE)

PART 1 (GENERAL)

SD 5-1-603

NOTES:


1. THIS DRAWING SHOWS STANDARD DETAILS WHICH AREINDICATIVE OF THE BASIC PRINCIPLES WHICH AREPREFERRED BY ASHGHAL.


3. WHERE THESE STANDARD DETAILS ARE ADOPTED AS THEBASIS OF ANY DETAIL INCLUDED IN A DESIGN, THE DESIGNERSHALL BE ENTIRELY RESPONSIBLE FOR THE COMPLETEDDETAIL AND ALL ASSOCIATED LIABILITY. DESIGNERS MUSTTHEREFORE SATISFY THEMSELVES AS TO THE SUITABILITYOF THE STANDARD DETAIL FOR THE PROPOSED APPLICATION.

4. DESIGNERS SHALL ADOPT THE STANDARD DETAILS SHOWNAS THE BASIS OF THEIR DESIGN UNLESS THEY CONSIDERTHAT A DETAIL IS UNSUITABLE AND AGREE WITH ASHGHALTHAT IT SHALL NOT BE USED.


6. DESIGNERS SHALL REFER ANY DISCREPANCIES OR CONTRADICTIONS BETWEEN THIS DRAWING AND OTHERAPPLICABLE ASHGHAL STANDARD DETAILS, DESIGNINSTRUCTIONS, CIRCULARS, ADVICE NOTES ETC. TOASHGHAL FOR DIRECTION.

1. ACCESS TO ABUTMENT GALLERIES:

a. ACCESS TO GALLERY SHALL BE THROUGH A SECURELOCKABLE DOOR.

b. DOOR SIZE TO BE APPROPRIATE TO THE SIZE OFEQUIPMENT LIKELY TO BE REQUIRED INSIDE THEGALLERY FOR FUTURE INSPECTION AND MAINTENANCEWORK. DOOR SIZE SHALL BE ADEQUATE TO PROVIDESAFE ACCESS FOR OPERATIVES AND SHALL COMPLYWITH ALL RELEVANT LEGAL REQUIREMENTS OF THESTATE OF QATAR.

c. DOOR SHALL BE FABRICATED FROM A NON-CORRODINGMATERIAL AND SHALL BE COLOURED/PAINTED TOMATCH THE FINISHED EXTERNAL COLOUR OF THEABUTMENT.

2. REINFORCEMENT TO BE LOCATED SUCH THAT COVER ISMAINTAINED AT ALL DRIPS.

3. ALL DIMENSIONS ARE IN MILLIMETRES UNLESS OTHERWISESTATED.

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ABUTMENT GALLERY TYPICAL

SECTION

I. FLYNN


11

0

5 (CONCRETE)

PART 1 (GENERAL)

SD 5-1-901

TYPICAL GALLERY SECTIONSCALE 1:20

3-

1-

2-

DETAIL3- SCALE 1:5

DETAIL1- SCALE 1:2

DETAIL2- SCALE 1:2

4-

TYPICAL ABUTMENT SECTION AT DRAINAGE OUTLETSCALE NTS

B

B

DETAIL4- SCALE 1:10

(SECTION AT OUTFALL)

TYPICAL SURFACE WATER DRAINAGE DETAIL AT KERBSCALE NTS

TYPICAL SURFACE WATER DRAINAGE DETAIL AT BARRIERSCALE NTS

1-

TYPICAL BOX GIRDER SECTION SHOWING INTERNAL DRAINAGE OUTLETSCALE NTS

DETAIL1- SCALE NTS

(TYPICAL BOX GIRDER DRAINAGE)

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BRIDGE DECK DRAINAGE

I. FLYNN


0

11

1. SURFGACE WATER DRAINAGE OPENINGS THROUGH ANY PARTOF STRUCTURES SHOULD BE AVOIDED IF POSSIBLE.

2. DESIGNERS SHALL REFER TO THE RELEVANT ASHGHAL DESIGNCRITERIA FOR HIGHWAY STRUCTURES (OR SUPERSEDINGDOCUMENTS) FOR ALTERNATIVE APPROACHES TO SURFACEDRAINAGE WHICH ARE PREFERRED TO THE DETAILS SHOWN.THE DETAILS SHOWN SHALL BE ADOPTED ONLY AFTER THESEALTERNATIVES HAVE BEEN CONSIDERED AND DISCOUNTED ASUNSUITABLE.

3. INTERNAL DRAINAGE OPENINGS ARE REQUIRED TO BOX GIRDERSTRUCTURES (OR ANY STRUCTURE WITH A SIMILAR CLOSEDVOID) AS SHOWN ON THIS DRAWING. OPENINGS SHALL BEPROVIDED AT LOW POINTS OF ALL CELLS OF BRIDGES TOPREVENT BUILD UP OF ANY WATER THAT MIGHT ENTER THEVOID. INTERNAL OUTLETS MAY BE OMITTED AT ANT LOCATIONWHERE AN ACCESS HATCH IS PROVIDED TO A VOID AT A LOWPOINT.

4. ANY PIPEWORK SHOWN ON THESE DETAILS THAT WILL BEVISIBLE OUTSIDE A BRIDGE STRUCTURE SHALL BE COLOUREDTO MATCH THE FINAL CONCRETE COATING.

5. ALL DIMENSIONS SHOWN ARE IN MILLIMETERS UNLESS NOTEDOTHERWISE.

5 (CONCRETE)

PART 1 (GENERAL)

SD 5-1-701

TYPICAL CROSS-SECTIONTHROUGH DECK ADJACENT TO SUPPORTSSCALE 1:10

DIAPHRAGM SECTIONAT PRECAST BEAMSSCALE 1:10

DIAPHRAGM SECTIONIN-BETWEEN PRECAST BEAM WEBSSCALE 1:10

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Rev. Date Revision Details Appd.

5 (CONCRETE)PART 1 (GENERAL)

TY - BEAMSCONTINUITY AT

INTERMEDIATE SUPPORT SHEET 1 (DIRECTIONAL TUNNEL ONLY)

I. FLYNN

SD 5-1-113


1


1 OF 1

DD- D

D- D

D-

DD- D

D-

TYPE 1SCALE 1:10

TYPE 2SCALE 1:10

TYPE 3SCALE 1:10

TYPE 4SCALE 1:10

TYPE 5SCALE 1:10

A- SCALE 1:10

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Appd.

5 (CONCRETE)

PART 1 (GENERAL)

I. FLYNN

SD 5-1-107


1


1 OF 1

PLANINTERMEDIATE DIAPHRAGM LOCATIONSSCALE 1:25

PRESTRESSING STRANDSSCALE 1:10

REINFORCEMENTSCALE 1:10

TY BEAM SECTIONSCALE 1:10

PLANSCALE 1:10

A

A-

B

B

ELEVATIONA- SCALE 1:10

ONE PIECE LINKSCALE 1:10

TWO PIECE LINKSCALE 1:10

SECTIONB- SCALE 1:20

SEALING DETAILSJOINTS BETWEEN TY BEAMS(TO PREVENT LOSS OF CONCRETE AT DECK POUR)

SCALE 1:5

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TY - BEAMS

I. FLYNN

SD 5-1-111


1


1 OF 1

SECTION PROPERTIES

SECTION NOINDICATIVE

SPAN(m)

DEPTH(mm)

AREA(mm²)

I (x1010)(mm4)

Yb(mm)

Zt(mm³ x 106)

Zb(mm³ x 106)

TY1 4-8 400 188663 19.579 146 7.71 13.41

TY2 7-9 450 200046 27.998 161 9.69 17.39

TY3 8-10 500 212444 39.528 180 12.35 21.96

TY4 9-11 550 225858 54.620 200 15.61 27.31

TY5 10-12 600 240288 73.724 223 19.55 33.06

TY6 11-13 650 255733 97.244 247 24.13 39.37

TY7 12-14 700 272194 125.635 273 29.42 46.02

TY8 13-15 750 289671 159.240 300 35.39 53.08

TY9 14-16 800 308163 198.486 329 42.14 60.33

TY10 15-17 850 327671 243.726 358 49.54 68.08

BB

121

*

C

C-

BB

121

*

D

D-

SECTIOND- SCALE 1:10

SECTIONC- SCALE 1:10

TYPE 3ELEVATIONSCALE 1:10


#

#

#

#

*

#

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5 (CONCRETE)

PART 1 (GENERAL)

SHEET 2

I. FLYNN

SD 5-1-105


1


1 OF 1

INTEGRAL ABUTMENT (IN-SITU CONCRETE DECK)SCALE NTS

1-

INTEGRAL ABUTMENT (PRECAST CONCRETE DECK)SCALE NTS

1-

1-

1-

DETAIL1- SCALE 1:2

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OF

Rev. Date Revision DetailsAppd.








INTEGRAL ABUTMENTS

5 (CONCRETE)

PART 1 (GENERAL)

I. FLYNN

OCTOBER 2013 AS NOTED FOR A1

SD 5-1-902 0

11

1. ALL DIMENSIONS ARE IN MILLIMETERS UNLESS NOTEDOTHERWISE.





J SECTION (UNBONDED WATERPROOFING SYSTEM)

NTS

J SECTION (BONDED WATERPROOFING SYSTEM)

NTS

CRACK INDUCER

REINJECTABLE HOSE


POLYSULPHIDESEALANT

K SECTIONNTS

CRACK INDUCER

REINJECTABLE HOSE

WATERPROOFING MEMBRANE (WITHPROTECTION BOARD IF REQUIRED)SIMILAR TO DETAIL 3

L SECTIONNTS


CRACK INDUCER

REINJECTABLE HOSE

M SECTION (UNBONDED WATERPROOFING SYSTEM)

NTS

M SECTION (BONDED WATERPROOFING SYSTEM)

NTS




SIMILAR TO DETAIL 3 SIMILAR TO DETAIL 3

CRACK INDUCER

REINJECTABLE HOSE

SCHEMATIC TUNNEL CROSS SECTION ATPARTIAL CONTRACTION JOINT

NTS

J

J

L

L

K K

M

M


J

J

M

M J

K K

SCHEMATIC TROUGH CROSS SECTION ATPARTIAL CONTRACTION JOINT

NTS


J



DETAIL 2(NTS)





DETAIL 3(NTS)

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Appd.

TUNNEL ROOFS

TUNNEL AND TROUGH WALLS







6. ALL DOWEL BARS ACROSS MOVEMENT JOINTS SHALL BESTAINLESS STEEL.



9. ALL REINJECTABLE HOSES SHALL BE PROPRIETARY INJECTIONPOINTS. INJECTION HOSES SHALL BE LOCATED SUCH THATFUTURE ACCESS IS AS SIMPLE AS REASONABLY PRACTICAL.






WATERPROOFING OF


COVER TUNNELS BELOW

GROUNDWATER LEVEL

OF

I. FLYNN


0

3 3

5 (CONCRETE)

PART 1 (GENERAL)

SD 5-1-604

*

#

A

A-

BB-



PLANSCALE 1:10

B-

*

BOTTOM FLANGE REINFORCING BAR SPLICE DETAILSCALE 1:10 (TYPICAL FOR ALL SECTIONS)

(TYPICAL FOR ALL SECTIONS)

#

*

#

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Appd.

5 (CONCRETE)

PART 1 (GENERAL)

SHEET 1

I.FLYNN

SD 5-1-104


1


1 OF 1

INTERNALWATERSTOP

REINJECTABLE HOSE TOEACH SIDE OF WATERSTOP


EXTERNAL WATERSTOPBONDED TO WATERPROOFING.REFER TO DETAIL 5


JOINT FILLERBOARD

CLOSED CELLPOLYETHYLENE FOAM

SPRAY APPLIED BRIDGE DECK WATERPROOFING SYSTEM.PROVIDE RED SAND ASPHALT ADDITIONAL PROTECTION LAYERIF MASS CONCRETE FILL NOT PROVIDED ABOVEWATERPROOFING.


A SECTION (UNBONDED WATERPROOFING SYSTEM)

NTS

A SECTION (BONDED WATERPROOFING SYSTEM)

NTS

INTERNAL WATER STOP

REINJECTABLE HOSE TOEACH SIDE OF WATERSTOP

EXTERNAL WATERSTOPBONDED TO WATERPROOFING.REFER TO DETAIL 5.

JOINT FILLER BOARDPOLYSULPHIDE SEALANT


B SECTIONNTS



DETAIL 2(NTS)


350 (MINIMUM)

BUTYL RUBBER MEMBRANEBONDED TO CONCRETE

DETAIL 1(NTS)

WATERPROOFINGCONTINUOUS ACROSSJOINT

ADDITIONAL STRIP OF WATERPROOFINGOVER RUBBER STRIP AND ADHERED TOCONCRETE EACH SIDE




DETAIL 3(NTS)

WATERPROOFING MEMBRANE (WITHPROTECTION BOARD IF REQUIRED)

INTERNAL WATER STOP

REINJECTABLE HOSETO EACH SIDE OFWATERSTOP

JOINT FILLER BOARD


REFER TO DETAIL 3

C SECTIONNTS

D SECTION (UNBONDED WATERPROOFING SYSTEM)

NTS

D SECTION (BONDED WATERPROOFING SYSTEM)

NTS



SPRAY APPLIED BRIDGE DECK WATERPROOFING SYSTEM.PROVIDE RED SAND ASPHALT ADDITIONAL PROTECTION LAYER IFMASS CONCRETE FILL NOT PROVIDED ABOVE WATERPROOFING.


JOINT FILLERBOARD


SCHEMATIC TUNNEL CROSSSECTION AT MOVEMENT JOINT

NTS

A

A

C

C

B B

D

D


EXTERNAL WATERSTOP

INTERNAL WATERSTOP



ROOF AND WALL WATERSTOPS TO BECOMPATIBLE AND JOINED IN THIS LOCATIONTO FORM A WATERTIGHT SEAL


TOP OF SLAB AND BASE WATERSTOPSTO BE COMPATIBLE AND JOINED IN THISLOCATION TO FORM A WATERTIGHTSEAL

TOP OF SLAB AND WALL WATERSTOPS TO BECOMPATIBLE AND JOINED IN THIS LOCATIONTO FORM A WATERTIGHT SEAL


DETAIL 4(DRAWN FOR TUNNEL - WALLS SIMILAR)

NTS

SCHEMATIC TROUGH CROSSSECTION AT MOVEMENT JOINT

NTS

A

A

D

D

A

A

B B


EXTERNAL WATERSTOP

INTERNAL WATERSTOP

5 DETAIL (UNBONDED WATERPROOFING SYSTEM)

NTS

WATERPROOFING CONTINUOUSUNDER WATERSTOP



5 DETAIL (BONDED WATERPROOFING SYSTEM)

NTS

WATERPROOFING CONTINUOUSUNDER WATERSTOP, STUDSREMOVED AS REQUIRED



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Appd.

TUNNEL ROOFSTUNNEL AND TROUGH WALLS









8. ALL REINJECTABLE HOSES SHALL HAVE PROPRIETARYINJECTION POINTS. INJECTION POINTS SHALL BE LOCATED TOMAKE FUTURE ACCESS AS SIMPLE AS IS REASONABLYPRACTICAL.






WATERPROOFING OF


COVER TUNNELS BELOW

GROUNDWATER LEVEL

OF

I. FLYNN


0

1 3

5 (CONCRETE)

PART 1 (GENERAL)

SD 5-1-602

TYPICAL CROSS SECTIONTHROUGH DECK ADJACENT TO SUPPORTSSCALE 1:10

OPTION 1CONTINUITY DETAILSCALE 1:10

OPTION 2CONTINUITY DETAILSCALE 1:10

OPTION 2Drawing Title:

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TY - BEAMSCONTINUITY DETAIL ATINTEGRAL ABUTMENT

I. FLYNN

SD 5-1-115


1


1 OF 1

TYPICAL PLANA- NTS

1-

B

B

C

C

DETAIL1- SCALE 1:10


SECTIONC- SCALE 1:10

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Appd.








LONGITUDINAL BRIDGE DECK

EXPANSION JOINTS

I. FLYNN


0

11

1. LONGITUDINAL EXPANSION JOINTS SHALL BE AVOIDED UNLESSABSOLUTELY NECESSARY. WHEN USED, IT IS PREFERABLE THATTHEY SHALL BE LOCATED IN AREAS OUTSIDE CARRIAGEWAYSNOT SUBJECT TO REGULAR TRAFFIC. WHERE POSSIBLE, JOINTSSHALL BE PROTECTED FROM TRAFFIC BY RAISED VERGES(SIDEWALKS) AS SHOWN ON THIS DRAWING OR ROADMARKINGS.

2. THE STANDARD DETAILS SHOWN ARE BASED ON STRIP SEALAND MODULAR TYPE JOINTS WHICH ARE THE PREFERREDFORMS. WHERE THE USE OF ALTERNATIVE FORMS OF JOINTSARE NECESSARY, SIMILAR PRINCIPLES SHALL BE ADOPTED.

3. EXPANSION JOINTS AND ALL ASSOCIATED COMPONENTS SHALLBE INSTALLED STRICTLY IN ACCORDANCE WITH THEMANUFACTURERS INSTRUCTIONS.

4. SHAPES, PROPORTIONS AND FEATURES OF EXPANSION JOINTSSHOWN ARE INDICATIVE ONLY AND WILL VARY DEPENDING ONMANUFACTURER.


5 (CONCRETE)

PART 1 (GENERAL)

SD 5-1-502






INTERNAL TOP FLANGE REINFORCEMENT DETAILFOR ALL GIRDER TYPESSCALE 1:10

EXTERNAL TOP FLANGE REINFORCEMENT DETAILFOR ALL GIRDER TYPESSCALE 1:10

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Appd.

5 (CONCRETE)

PART 1 (GENERAL)

Q-GIRDER

REINFORCEMENT

I. FLYNN

SD 5-1-102


1


1 OF 1

INDICATIVE DIAPHRAGM DETAILA- SCALE 1:25

DIAPHRAGM SECTIONIN-BETWEEN PRECAST BEAMSSCALE 1:20


PLANAT INTERNAL BEAM ENDSSCALE 1:20

ELEVATION OF BEAM ENDSSHOWING PROJECTED BARSSCALE 1:20

A

A-

A

A-

PLANAT EXTERNAL BEAM ENDSSCALE 1:20

DEALING WITH SKEWAT INTERNAL BEAM ENDSSCALE 1:20

TYPICAL CONSTRUCTION JOINTSCALE 1:20

FGL

TYPICAL TENDON ANCHORAGE DETAILSCALE 1:20

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5 (CONCRETE)

PART 1 (GENERAL)

Q-GIRDER

CONTINUITY AT

INTERMEDIATE

DIAPHRAGM

I. FLYNN

SD 5-1-109


1


1 OF 1

GUIDANCE NOTES FOR DESIGN AND CONSTRUCTION OF PRECAST PRESTRESSED BEAMS IN

BRIDGE CONSTRUCTION

GENERAL REQUIREMENTS:

PRECAST BEAM DESIGN REQUIREMENTS:

DETAILING REQUIREMENTS:

CONTINUITY AT INTERMEDIATE SUPPORTS:

Q-BEAMS:

TY AND TYE BEAMS:

CONNECTION DETAILS AT ABUTMENTS

Drawing Title:

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Approved: Sheet No:

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Appd.

5 (CONCRETE)

PART 1 (GENERAL)

I.FLYNN

SD 5-1-100

OCTOBER 2013 NTS

2

1 23/09/2013 DESIGN REQUIREMENTS Note 5 Edited I. FLYNN 2 23/10/2013 REVISED LOGO AND DWG NUMBER I. FLYNN

1 OF 1

SECTIONA- SCALE NTS

DETAIL1- SCALE NTS

A

ATYPICAL ELEVATIONSCALE NTS

1

TYPICAL BEARING ORIENTATION PLAN NTS

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BRIDGE BEARINGS

I. FLYNN


11

LEGEND:

1. THIS DRAWING INDICATES THE PRINCIPLES OF BEARING /STRUCTURE INTERFACES, LOCATION AND ORIENTATION OFBEARINGS.

2. THE DETAILS SHOWN ARE BASED ON POT BEARINGS,HOWEVER SIMILAR PRINCIPLES SHALL BE ADOPTED ASAPPROPRIATE FOR OTHER TYPES OF BEARINGS.

3. THE DETAILS ARE SHOWN FOR A CONCRETE STRUCTURE,HOWEVER SIMILAR PRINCIPLES SHALL BE ADOPTED ASAPPROPRIATE FOR STRUCTURES CONSTRUCTED FROMOTHER MATERIALS.

4. DETAILS ARE SHOWN FOR A PIER SUPPORT AT ANINTERMEDIATE EXPANSION JOINT, HOWEVER SIMILARPRINCIPLES SHALL BE ADOPTED AS APPROPRIATE AT OTHERBEARING LOCATIONS.

5. ALL BEARING PRODUCTS AND ASSOCIATED COMPONENTSSHALL BE INSTALLED STRICTLY IN ACCORDANCE WITH THEMANUFACTURERS INSTRUCTIONS.

6. ALL DIMENSIONS ARE IN MILLIMETRES UNLESS OTHERWISESTATED.

1. THIS DRAWING SHOWS STANDARD DETAILS WHICH AREINDICATIVE OF THE BASIC PRINCIPLES WHICH AREPREFERRED BY ASHGHAL.


3. WHERE THESE STANDARD DETAILS ARE ADOPTED AS THEBASIS OF ANY DETAIL INCLUDED IN A DESIGN, THE DESIGNERSHALL BE ENTIRELY RESPONSIBLE FOR THE COMPLETEDDETAIL AND ALL ASSOCIATED LIABILITY. DESIGNERS MUSTTHEREFORE SATISFY THEMSELVES AS TO THE SUITABILITYOF THE STANDARD DETAIL FOR THE PROPOSED APPLICATION.

4. DESIGNERS SHALL ADOPT THE STANDARD DETAILS SHOWNAS THE BASIS OF THEIR DESIGN UNLESS THEY CONSIDERTHAT A DETAIL IS UNSUITABLE AND AGREE WITH ASHGHALTHAT IT SHALL NOT BE USED.

5. THIS DRAWING SHALL BE USED IN CONJUNCTION WITH ALLAPPLICABLE ASHGHAL DESIGN INSTRUCTIONS, CIRCULARS,ADVICE NOTES ETC.

6. DESIGNERS SHALL REFER ANY DISCREPANCIES OR CONTRADICTIONS BETWEEN THIS DRAWING AND OTHERAPPLICABLE ASHGHAL DESIGN INSTRUCTIONS, CIRCULARS,ADVICE NOTES ETC. TO ASHGHAL FOR DIRECTION.

0

5 (CONCRETE)

PART 1 (GENERAL)

SD 5-1-401

SECTIONSCALE 1:10

PRESTRESSING STRANDSSCALE 1:10

REINFORCEMENTSCALE 1:10

PLANSCALE 1:10

A

A-

A

A-

B

B

ELEVATIONA- SCALE 1:10

TWO PIECE LINKSCALE 1:10


SEALING DETAILSJOINTS BETWEEN BEAMS(TO PREVENT LOSS OF CONCRETE AT DECK POUR)

SCALE 1:5

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QCS Section:



TYE - BEAMS

I. FLYNN

SD 5-1-112


1


1 OF 1

SECTION PROPERTIES

SECTION NOINDICATIVE

SPAN(m)

DEPTH(mm)

AREA(mm²)

I (x1010)(mm4)

Yb(mm)

Zt(mm³ x 106)

Zb(mm³ x 106)

Xc FROMVERTICAL

FACE

TYE1 4-8 400 244390 31.468 179 14.24 17.58 318

TYE2 7-9 450 268877 44.965 202 18.13 22.26 311

TYE3 8-10 500 293872 62.123 225 22.59 27.61 306

TYE4 9-11 550 319376 83.315 249 27.68 33.46 302

TYE5 10-12 600 345387 108.982 273 33.33 39.92 299

TYE6 11-13 650 371906 139.484 299 39.74 46.65 296

TYE7 12-14 700 398932 175.284 324 46.62 54.10 294

TYE8 13-15 750 426467 216.755 350 54.19 61.93 293

TYE9 14-16 800 454509 264.366 376 62.35 70.31 292

TYE10 15-17 850 483050 318.572 403 71.27 79.05 292

1-

2-

3-

TYPICAL SECTIONAL PLAN THROUGH BOX GIRDER WEBS-- NTS

DETAIL1- SCALE NTS

(TYPICAL BLISTER AT EXTERNAL WEBS)

B

B

SECTIONB- SCALE NTS

AT EXTERNAL WEB

A A

SECTIONC- SCALE NTS

AT INTERNAL WEBDETAIL2- SCALE NTS

C

C

(TYPICAL BLISTER AT INTERNAL WEBS)

DETAIL3- SCALE NTS

D

D

E E

ELEVATIOND- SCALE NTS

SECTIONE- SCALE NTS

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POST TENSIONING TENDON

ANCHORAGES

I. FLYNN

OCTOBER 2013 AS NOTED FOR A1

0

11


5 (CONCRETE)

PART 1 (GENERAL)

SD 5-1-201

20

30

15

DETAIL WATERPROOFING TUCK

1:2

WATERPROOFING ENDSIN TUCK AS SHOWN NO

T LE

SS T

HAN

10

FINISHED SURFACINGLEVEL

1

75

75

CONCRETE FILLET, PREFERREDDIMENSIONS SHOWN - TO BE REDUCEDONLY IF DEPTH OF SURFACING PREVENTSTHESE DIMENSIONS BEING ACHIEVED.

DETAIL CONCRETE FILLET

1:5

2

50

50

MORTAR FILLET, PREFERRED DIMENSIONSSHOWN - TO BE REDUCED ONLY IF DEPTHOF SURFACING PREVENTS THESEDIMENSIONS BEING ACHIEVED.

DETAIL MORTAR FILLET

1:5

3

20mm RED SAND ASPHALT PROTECTION

LAYER TO DECK WATERPROOFING,

CONTINUOUS UNDER KERB LINE.

CONCRETE OR MORTAR

FILLET (REFER TO

DETAILS 2 & 3)

WATERPROOFING

TO DECK

DECK EDGE SECTION (CONCRETE PARAPET & SIDEWALK)

NTS

TUCK FOR WATERPROOFING

(REFER TO DETAIL 1)

WATERPROOFING

TO DECK

RED SAND ASPHALT PROTECTION

LAYER TO DECK WATERPROOFING,

CONTINUOUS UNDER KERB LINE.

DECK EDGE SECTION (METAIL PARAPET & SIDEWALK)

NTS

CONCRETE OR MORTAR

FILLET (REFER TO

DETAILS 2 & 3)


(REFER TO DETAIL 1)


(REFER TO DETAIL 1)

CONCRETE OR MORTAR FILLET

(REFER TO DETAILS 2 & 3)

WATERPROOFING TO DECK

WITH 20mm RED SAND

ASPHALT PROTECTION LAYER

DECK EDGE SECTION (CONCRETE PARAPET & NO SIDEWALK)

NTS

CONCRETE OR MORTAR FILLET

(REFER TO DETAILS 2 & 3)

DECK EDGE SECTION (METAL PARAPET & NO SIDEWALK)

NTS


(REFER TO DETAIL 1)

WATERPROOFING TO DECK

WITH 20mm RED SAND

ASPHALT PROTECTION LAYER

TYPICAL SECTION AT EXPANSION JOINTNTS

1. THIS DRAWING SHOWS WATERPROOFING AND ASSOCIATEDDETAILS ONLY. DETAILS SHALL BE ADJUSTED AS NECESSARYTO SUIT THE PARTICULAR CONSTRAINTS THAT EXIST AND THEPRODUCTS PROPOSED.


3. ALL COMPONENTS OF WATERPROOFING SYSTEMS SHALL BECOMPATIBLE TO ALLOW A WATERTIGHT BOND TO BE MADEBETWEEN THEM.


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WATERPROOFING OF BRIDGE

DECKS

I. FLYNN


0

11

5 (CONCRETE)

PART 1 (GENERAL)

SD 5-1-601

FRL

C

C

FRL

AA

B

B


(TYPICALLY FOR SKEW < 20°)

1-

DETAIL1- SCALE 1:10

ELEVATIONB- SCALE 1:10

TOP OF F/P

(SKEW >20°< 45°)SECTIONA- SCALE 1:20

1-

_

SECTIONC- SCALE 1:5

- STRIP SEAL

SECTIONC- SCALE 1:5

- MODULAR

TYPICAL TRANSVERSE EXPANSION JOINT DETAIL SCALE 1:10

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TRANSVERSE BRIDGE DECK

EXPANSION JOINTS

I. FLYNN


0

11

1. THE STANDARD DETAILS SHOWN ARE BASED ON STRIP SEALAND MODULAR TYPE JOINTS WHICH ARE THE PREFERREDFORMS. WHERE THE USE OF ALTERNATIVE FORMS OF JOINTSARE NECESSARY, SIMILAR PRINCIPLES SHALL BE ADOPTED.

2. EXPANSION JOINTS AND ALL ASSOCIATED COMPONENTS SHALLBE INSTALLED STRICTLY IN ACCORDANCE WITH THEMANUFACTURERS INSTRUCTIONS.

3. SHAPES, PROPORTIONS AND FEATURES OF EXPANSION JOINTSSHOWN ARE INDICATIVE ONLY AND WILL VARY DEPENDING ONMANUFACTURER.

4. DETAILS AT BARRIERS ARE SHOWN FOR CONCRETE BARRIERS.SIMILAR PRINCIPLES SHALL BE ADOPTED AS APPROPRIATEWHERE METAL PARAPETS ARE USED.


5 (CONCRETE)

PART 1 (GENERAL)

SD 5-1-501

TYPICAL CROSS-SECTIONTHROUGH DECK ADJACENT TO SUPPORTSSCALE 1:10


DIAPHRAGM SECTIONIN-BETWEEN PRECAST BEAM WEBSSCALE 1:10

Drawing Title:

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Date:

Approved: Sheet No:

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QCS Section:



TY - BEAMSCONTINUITY AT

INTERMEDIATE SUPPORT SHEET 2

I. FLYNN

SD 5-1-114


1


1 OF 1

1-

1-

1-

1-

1-






DETAIL1- SCALE 1:5

SEALING DETAILSJOINTS BETWEEN Q-BEAMS(TO PREVENT LOSS OF CONCRETE AT DECK POUR)SCALE 1:5

Drawing Title:

Drawing Number:

NOTES:

Date:

Approved: Sheet No:

Revision:

Scale:

QCS Section:



Q-GIRDERSECTIONS

I. FLYNN

SD 5-1-101


1


1 OF 1

BB

121

*

E

E-

BB

121

*

A

F-

SECTIONF- SCALE 1:10

SECTIONE- SCALE 1:10



#

#

#

#

*

#

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Approved: Sheet No:

Revision:

Scale:

QCS Section:


Appd.

5 (CONCRETE)

PART 1 (GENERAL)

SHEET 3

I. FLYNN

SD 5-1-106


1


1 OF 1

FRL

B

B

SECTIOND- SCALE NTS

F F

FRL

A

A

SECTIONC- SCALE NTS

E E

D

D

FRL

ELEVATION (PRECAST PARAPET)B- NTS

C

C

FRL

ELEVATION (IN-SITU PARAPET)A- NTSSECTIONF

- SCALE NTA

SECTIONE- SCALE NTS

Drawing Title:

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Approved: Sheet No:

Revision:

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OF


Appd.








CONCRETE BRIDGE PARAPETS

I. FLYNN


0

11

1. PRECAST BARRIERS ARE SHOWN WITH SHEAR KEYS BETWEENUNITS. THESE ARE ONLY REQUIRED IF LATERAL LOADTRANSFER IS REQUIRED ACROSS JOINTS.

2. IN-SITU BARRIERS ARE SHOWN WITH DOWEL BARS ACROSSJOINTS. THESE ARE ONLY REQUIRED IF LATERAL LOADTRANSFER IS REQUIRED ACROSS JOINTS.

3. ALL DOWEL BARS SHALL BE STAINLESS STEEL.


5 (CONCRETE)

PART 1 (GENERAL)

SD 5-1-301

QCS Section:

FULL HEIGHT INTEGRAL ABUTMENTPORTAL FRAME TYPE SCALE 1:20

EMBEDDED INTEGRAL ABUTMENTSCALE 1:20

SEMI-INTEGRAL ABUTMENTEND SCREEN WALLSCALE 1:20

CONVENTIONAL ABUTMENTTYPICALLY FOR ELEVATED STRUCTURESSCALE 1:20

Drawing Title:

Drawing Number:

NOTES:

Date:

Approved: Sheet No:

Revision:

Scale:

QCS Section:


Appd.

5 (CONCRETE)

PART 1 (GENERAL)

Q- GIRDER

TYPICAL ABUTMENT DETAILS

I. FLYNN

SD 5-1-110


2

1 23/9/2013 Note 5 added. Approach Slab details. I. FLYNN 2 23/10/2013 REVISED LOGO AND DWG NUMBER I. FLYNN

1 OF 1

Documents

ASGHAL Standard Details