ASGHAL Standard Details
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Transcript of ASGHAL Standard Details
TYPE 1 (800 DEEP)SCALE 1:10
TYPE 2 (1050 DEEP)SCALE 1:10
TYPE 3 (1250 DEEP)SCALE 1:10
TYPE 4 (1550 DEEP)SCALE 1:10
TYPE 5 (1900 DEEP)SCALE 1:10
Drawing Title:
Drawing Number:
NOTES:
Date:
Approved: Sheet No:
Revision:
Scale:
QCS Section:
Rev. Date Revision Details
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
Drawing Title:
Drawing Number:
NOTES:
Date:
Approved: Sheet No:
Revision:
Scale:
QCS Section:
Rev. Date Revision Details
Appd.
5 (CONCRETE)
PART 1 (GENERAL)
Q-GIRDER
DRAINAGE PIPE DETAIL
I. FLYNN
SD 5-1-108
OCTOBER 2013 AS SHOWN @ A1
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
EXPANSION JOINTSURFACING
REINFORCEMENT IN BOTH DIRECTIONSTO THESE FACES TO BE STAINLESSSTEEL OVER EXTENTS SHOWN(INCLUDING UNDER EXPANSION JOINT)
PRIMARY DIRECTION OF BRIDGE EXPANSION/CONTRACTION
TYPICAL INTERMEDIATE BRIDGE DECKEXPANSION JOINT SECTION
(EXPANSION JOINT NOT RECESSED INTO SUPERSTRUCTURE)NTS
EXPANSION JOINTSURFACING
PRIMARY DIRECTION OF BRIDGE EXPANSION/CONTRACTION
REINFORCEMENT IN BOTH DIRECTIONSTO THESE FACES TO BE STAINLESSSTEEL OVER EXTENTS SHOWN(INCLUDING UNDER EXPANSION JOINT)
EXPANSION JOINTSURFACING
PRIMARY DIRECTION OF BRIDGE EXPANSION/CONTRACTION
REINFORCEMENT IN BOTH DIRECTIONSTO THESE FACES TO BE STAINLESSSTEEL OVER EXTENTS SHOWN(INCLUDING UNDER EXPANSION JOINT)
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
REINFORCEMENT IN BOTH DIRECTIONSTO THESE FACES TO BE STAINLESSSTEEL OVER EXTENTS SHOWN(INCLUDING UNDER EXPANSION JOINT)
EXPANSION JOINTSURFACING
TRANSVERSE DECK EXPANSION/CONTRACTION
REINFORCEMENT IN BOTH DIRECTIONSTO THESE FACES TO BE STAINLESSSTEEL OVER EXTENTS SHOWN(INCLUDING UNDER EXPANSION JOINT)
EXPANSION JOINTSURFACING
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..
Drawing Title:
Drawing Number:
NOTES:
Date:
Approved: Sheet No:
Revision:
Scale:
QCS Section:
OF
Rev. Date Revision Details
Appd.
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
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.
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
REFER TO DETAIL 4 FORCORNER DETAILS
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
PROPRIETARY JOINT SEALANT SUITABLE FORPOST CASTING APPLICATION TO CUT AND COVERTUNNELS (REFER TO DETAIL 3)
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
30 (MINIMUM) 30 (MINIMUM)
HOT AIR WEDGE WELD (NOTLESS THAN 30mm WIDE)
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Revision:
Scale:
QCS Section:
Rev. Date Revision Details
Appd.
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.
USE OF STANDARD DETAILS:
WATERPROOFING OF
UNDERPASSES AND CUT &
COVER TUNNELS BELOW
GROUNDWATER LEVEL
OF
I. FLYNN
SEPTEMBER 2013 AS NOTED FOR A1
0
2 3
5 (CONCRETE)
PART 1 (GENERAL)
SD 5-1-603
NOTES:
USE OF STANDARD DETAILS:
1. THIS DRAWING SHOWS STANDARD DETAILS WHICH AREINDICATIVE OF THE BASIC PRINCIPLES WHICH AREPREFERRED BY ASHGHAL.
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 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 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. 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.
Drawing Title:
Drawing Number:
Date:
Approved: Sheet No:
Revision:
Scale:
QCS Section:
OF
Rev. Date Revision Details
Appd.
USE OF STANDARD DETAILS:
ABUTMENT GALLERY TYPICAL
SECTION
I. FLYNN
SEPTEMBER 2013 AS NOTED FOR A1
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)
Drawing Title:
Drawing Number:
NOTES:
Date:
Approved: Sheet No:
Revision:
Scale:
QCS Section:
OF
Rev. Date Revision Details
Appd.
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:
BRIDGE DECK DRAINAGE
I. FLYNN
SEPTEMBER 2013 AS NOTED FOR A1
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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NOTES:
Date:
Approved: Sheet No:
Revision:
Scale:
QCS Section:
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
OCTOBER 2013 AS SHOWN @ A1
1
1 23/10/2013 REVISED LOGO AND DWG NUMBER I. FLYNN
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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NOTES:
Date:
Approved: Sheet No:
Revision:
Scale:
QCS Section:
Rev. Date Revision Details
Appd.
5 (CONCRETE)
PART 1 (GENERAL)
I. FLYNN
SD 5-1-107
OCTOBER 2013 AS SHOWN @ A1
1
1 23/10/2013 REVISED LOGO AND DWG NUMBER I. FLYNN
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
Drawing Title:
Drawing Number:
NOTES:
Date:
Approved: Sheet No:
Revision:
Scale:
QCS Section:
Rev. Date Revision Details Appd.
5 (CONCRETE)PART 1 (GENERAL)
TY - BEAMS
I. FLYNN
SD 5-1-111
OCTOBER 2013 AS SHOWN @ A1
1
1 23/10/2013 REVISED LOGO AND DWG NUMBER I. FLYNN
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
TYPE 2ELEVATIONSCALE 1:10
#
#
#
#
*
#
Drawing Title:
Drawing Number:
NOTES:
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Approved: Sheet No:
Revision:
Scale:
QCS Section:
Rev. Date Revision Details
Appd.
5 (CONCRETE)
PART 1 (GENERAL)
SHEET 2
I. FLYNN
SD 5-1-105
OCTOBER 2013 AS SHOWN @ A1
1
1 23/10/2013 REVISED LOGO AND DWG NUMBER I. FLYNN
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
Drawing Title:
Drawing Number:
NOTES:
Date:
Approved: Sheet No:
Revision:
Scale:
QCS Section:
OF
Rev. Date Revision DetailsAppd.
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:
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.
UNBONDED WATERPROOFING SYSTEM WITHPROTECTIVE SCREED (IF REQUIRED)
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
J SECTION (UNBONDED WATERPROOFING SYSTEM)
NTS
J SECTION (BONDED WATERPROOFING SYSTEM)
NTS
CRACK INDUCER
REINJECTABLE HOSE
WATERPROOFING SYSTEM (PROVIDE PROTECTIONBOARD IF REQUIRED)
POLYSULPHIDESEALANT
K SECTIONNTS
CRACK INDUCER
REINJECTABLE HOSE
WATERPROOFING MEMBRANE (WITHPROTECTION BOARD IF REQUIRED)SIMILAR TO DETAIL 3
L SECTIONNTS
POLYSULPHIDE SEALANT
CRACK INDUCER
REINJECTABLE HOSE
M SECTION (UNBONDED WATERPROOFING SYSTEM)
NTS
M SECTION (BONDED WATERPROOFING SYSTEM)
NTS
UNBONDED WATERPROOFING SYSTEM WITHPROTECTIVE SCREED (IF REQUIRED)
BONDED WATERPROOFING SYSTEM
SPRAY APPLIED BRIDGE DECK WATERPROOFING SYSTEM. PROVIDERED SAND ASPHALT ADDITIONAL PROTECTION LAYER IF MASSCONCRETE FILL NOT PROVIDED ABOVE WATERPROOFING.
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
REFER TO DETAIL 4 FORCORNER DETAILS
J
J
M
M J
K K
SCHEMATIC TROUGH CROSS SECTION ATPARTIAL CONTRACTION JOINT
NTS
REFER TO DETAIL 4 FORCORNER DETAILS
J
DEBONDING TAPEACROSS JOINT
ADDITIONAL STRIP OF WATERPROOFINGOVER JOINT SEALANT AND ADHERED TOCONCRETE EACH SIDE
DETAIL 2(NTS)
WATERPROOFINGCONTINUOUS ACROSS JOINT
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)
Drawing Title:
Drawing Number:
NOTES:
Date:
Approved: Sheet No:
Revision:
Scale:
QCS Section:
Rev. Date Revision Details
Appd.
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 HOSES SHALL BE LOCATED SUCH THATFUTURE ACCESS IS 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.
USE OF STANDARD DETAILS:
WATERPROOFING OF
UNDERPASSES AND CUT &
COVER TUNNELS BELOW
GROUNDWATER LEVEL
OF
I. FLYNN
SEPTEMBER 2013 AS NOTED FOR A1
0
3 3
5 (CONCRETE)
PART 1 (GENERAL)
SD 5-1-604
*
#
A
A-
BB-
TYPE 1ELEVATIONSCALE 1:10
SECTIONA- SCALE 1:10
PLANSCALE 1:10
B-
*
BOTTOM FLANGE REINFORCING BAR SPLICE DETAILSCALE 1:10 (TYPICAL FOR ALL SECTIONS)
(TYPICAL FOR ALL SECTIONS)
#
*
#
Drawing Title:
Drawing Number:
NOTES:
Date:
Approved: Sheet No:
Revision:
Scale:
QCS Section:
Rev. Date Revision Details
Appd.
5 (CONCRETE)
PART 1 (GENERAL)
SHEET 1
I.FLYNN
SD 5-1-104
OCTOBER 2013 AS SHOWN @ A1
1
1 23/10/2013 REVISED LOGO AND DWG NUMBER I. FLYNN
1 OF 1
INTERNALWATERSTOP
REINJECTABLE HOSE TOEACH SIDE OF WATERSTOP
UNBONDED WATERPROOFING SYSTEM WITHPROTECTIVE SCREED (IF REQUIRED)
EXTERNAL WATERSTOPBONDED TO WATERPROOFING.REFER TO DETAIL 5
BONDED WATERPROOFING SYSTEM
JOINT FILLERBOARD
CLOSED CELLPOLYETHYLENE FOAM
SPRAY APPLIED BRIDGE DECK WATERPROOFING SYSTEM.PROVIDE RED SAND ASPHALT ADDITIONAL PROTECTION LAYERIF MASS CONCRETE FILL NOT PROVIDED ABOVEWATERPROOFING.
REFER TO DETAIL 1 REFER TO DETAIL 1
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
WATERPROOFING SYSTEM (PROVIDE PROTECTIONBOARD IF REQUIRED)
B SECTIONNTS
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)
WATERPROOFING MEMBRANE (WITHPROTECTION BOARD IF REQUIRED)
INTERNAL WATER STOP
REINJECTABLE HOSETO EACH SIDE OFWATERSTOP
JOINT FILLER BOARD
POLYSULPHIDE SEALANT
REFER TO DETAIL 3
C SECTIONNTS
D SECTION (UNBONDED WATERPROOFING SYSTEM)
NTS
D SECTION (BONDED WATERPROOFING SYSTEM)
NTS
UNBONDED WATERPROOFING SYSTEM WITHPROTECTIVE SCREED (IF REQUIRED)
BONDED WATERPROOFING SYSTEM
SPRAY APPLIED BRIDGE DECK WATERPROOFING SYSTEM.PROVIDE RED SAND ASPHALT ADDITIONAL PROTECTION LAYER IFMASS CONCRETE FILL NOT PROVIDED ABOVE WATERPROOFING.
REFER TO DETAIL 3 REFER TO DETAIL 3
JOINT FILLERBOARD
EXTERNAL WATERSTOPBONDED TOWATERPROOFING. REFERTO DETAIL 5.
SCHEMATIC TUNNEL CROSSSECTION AT MOVEMENT JOINT
NTS
A
A
C
C
B B
D
D
REFER TO DETAIL 4 FORCORNER DETAILS
EXTERNAL WATERSTOP
INTERNAL WATERSTOP
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
FACTORY MANUFACTURED CORNER JOINTPIECES PREFERRED - WELDED TOADJOINING LENGTHS OF WATERSTOPS
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
PROPRIETARY JOINT SEALANT SUITABLE FORPOST CASTING APPLICATION TO CUT AND COVERTUNNELS (REFER TO DETAIL 3)
DETAIL 4(DRAWN FOR TUNNEL - WALLS SIMILAR)
NTS
SCHEMATIC TROUGH CROSSSECTION AT MOVEMENT JOINT
NTS
A
A
D
D
A
A
B B
REFER TO DETAIL 4 FORCORNER DETAILS
EXTERNAL WATERSTOP
INTERNAL WATERSTOP
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
30 (MINIMUM) 30 (MINIMUM)
HOT AIR WEDGE WELD (NOTLESS THAN 30mm WIDE)
Drawing Title:
Drawing Number:
NOTES:
Date:
Approved: Sheet No:
Revision:
Scale:
QCS Section:
Rev. Date Revision Details
Appd.
TUNNEL ROOFSTUNNEL 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 INTERNAL WATERSTOPS SHALL BE LOCATED AT (OR ASCLOSE AS IS PRACTICABLE TO) THE MID-DEPTH OF SECTIONS.
7. 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.
8. ALL REINJECTABLE HOSES SHALL HAVE PROPRIETARYINJECTION POINTS. INJECTION POINTS SHALL BE LOCATED TOMAKE FUTURE ACCESS AS SIMPLE AS IS REASONABLYPRACTICAL.
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.
USE OF STANDARD DETAILS:
WATERPROOFING OF
UNDERPASSES AND CUT &
COVER TUNNELS BELOW
GROUNDWATER LEVEL
OF
I. FLYNN
SEPTEMBER 2013 AS NOTED FOR A1
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:
Drawing Number:
NOTES:
Date:
Approved: Sheet No:
Revision:
Scale:
QCS Section:
Rev. Date Revision Details Appd.
5 (CONCRETE)PART 1 (GENERAL)
TY - BEAMSCONTINUITY DETAIL ATINTEGRAL ABUTMENT
I. FLYNN
SD 5-1-115
OCTOBER 2013 AS SHOWN @ A1
1
1 23/10/2013 REVISED LOGO AND DWG NUMBER I. FLYNN
1 OF 1
TYPICAL PLANA- NTS
1-
B
B
C
C
DETAIL1- SCALE 1:10
SECTIONB- SCALE 1:10
SECTIONC- SCALE 1:10
Drawing Title:
Drawing Number:
NOTES:
Date:
Approved: Sheet No:
Revision:
Scale:
QCS Section:
OF
Rev. Date Revision Details
Appd.
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:
LONGITUDINAL BRIDGE DECK
EXPANSION JOINTS
I. FLYNN
SEPTEMBER 2013 AS NOTED FOR A1
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. ALL DIMENSIONS ARE IN MILLIMETERS UNLESS NOTEDOTHERWISE.
5 (CONCRETE)
PART 1 (GENERAL)
SD 5-1-502
TYPE 1 (800 DEEP)SCALE 1:10
TYPE 2 (1050 DEEP)SCALE 1:10
TYPE 3 (1250 DEEP)SCALE 1:10
TYPE 4 (1550 DEEP)SCALE 1:10
TYPE 5 (1900 DEEP)SCALE 1:10
INTERNAL TOP FLANGE REINFORCEMENT DETAILFOR ALL GIRDER TYPESSCALE 1:10
EXTERNAL TOP FLANGE REINFORCEMENT DETAILFOR ALL GIRDER TYPESSCALE 1:10
Drawing Title:
Drawing Number:
NOTES:
Date:
Approved: Sheet No:
Revision:
Scale:
QCS Section:
Rev. Date Revision Details
Appd.
5 (CONCRETE)
PART 1 (GENERAL)
Q-GIRDER
REINFORCEMENT
I. FLYNN
SD 5-1-102
OCTOBER 2013 AS SHOWN @ A1
1
1 23/10/2013 REVISED LOGO AND DWG NUMBER I. FLYNN
1 OF 1
INDICATIVE DIAPHRAGM DETAILA- SCALE 1:25
DIAPHRAGM SECTIONIN-BETWEEN PRECAST BEAMSSCALE 1:20
DIAPHRAGM SECTIONAT 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
Drawing Title:
Drawing Number:
NOTES:
Date:
Approved: Sheet No:
Revision:
Scale:
QCS Section:
Rev. Date Revision Details
Appd.
5 (CONCRETE)
PART 1 (GENERAL)
Q-GIRDER
CONTINUITY AT
INTERMEDIATE
DIAPHRAGM
I. FLYNN
SD 5-1-109
OCTOBER 2013 AS SHOWN @ A1
1
1 23/10/2013 REVISED LOGO AND DWG NUMBER I. FLYNN
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:
Drawing Number:
NOTES:
Date:
Approved: Sheet No:
Revision:
Scale:
QCS Section:
Rev. Date Revision Details
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
Drawing Title:
Drawing Number:
NOTES:
Date:
Approved: Sheet No:
Revision:
Scale:
QCS Section:
OF
Rev. Date Revision Details
Appd.
USE OF STANDARD DETAILS:
BRIDGE BEARINGS
I. FLYNN
SEPTEMBER 2013 AS NOTED FOR A1
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.
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 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
SECTIONB- SCALE 1:20
SEALING DETAILSJOINTS BETWEEN 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:
Rev. Date Revision Details Appd.
5 (CONCRETE)PART 1 (GENERAL)
TYE - BEAMS
I. FLYNN
SD 5-1-112
OCTOBER 2013 AS SHOWN @ A1
1
1 23/10/2013 REVISED LOGO AND DWG NUMBER I. FLYNN
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
Drawing Title:
Drawing Number:
NOTES:
Date:
Approved: Sheet No:
Revision:
Scale:
QCS Section:
OF
Rev. Date Revision Details
Appd.
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:
POST TENSIONING TENDON
ANCHORAGES
I. FLYNN
OCTOBER 2013 AS NOTED FOR A1
0
11
1. ALL DIMENSIONS ARE IN MILLIMETERS UNLESS NOTEDOTHERWISE.
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)
TUCK FOR WATERPROOFING
(REFER TO DETAIL 1)
TUCK FOR WATERPROOFING
(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
TUCK FOR WATERPROOFING
(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.
2. ALL PRODUCTS SHALL BE INSTALLED STRICTLY INACCORDANCE WITH THE MANUFACTURERS INSTRUCTIONS.
3. ALL COMPONENTS OF WATERPROOFING SYSTEMS SHALL BECOMPATIBLE TO ALLOW A WATERTIGHT BOND TO BE MADEBETWEEN THEM.
4. ALL DIMENSIONS ARE IN MILLIMETERS UNLESS NOTEDOTHERWISE.
Drawing Title:
Drawing Number:
NOTES:
Date:
Approved: Sheet No:
Revision:
Scale:
QCS Section:
OF
Rev. Date Revision Details
Appd.
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:
WATERPROOFING OF BRIDGE
DECKS
I. FLYNN
SEPTEMBER 2013 AS NOTED FOR A1
0
11
5 (CONCRETE)
PART 1 (GENERAL)
SD 5-1-601
FRL
C
C
FRL
AA
B
B
SECTIONA- SCALE 1:20
(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
Drawing Title:
Drawing Number:
NOTES:
Date:
Approved: Sheet No:
Revision:
Scale:
QCS Section:
OF
Rev. Date Revision Details
Appd.
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:
TRANSVERSE BRIDGE DECK
EXPANSION JOINTS
I. FLYNN
SEPTEMBER 2013 AS NOTED FOR A1
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. ALL DIMENSIONS ARE IN MILLIMETERS UNLESS NOTEDOTHERWISE.
5 (CONCRETE)
PART 1 (GENERAL)
SD 5-1-501
TYPICAL CROSS-SECTIONTHROUGH DECK ADJACENT TO SUPPORTSSCALE 1:10
DIAPHRAGM SECTIONAT PRECAST BEAMSSCALE 1:10
DIAPHRAGM SECTIONIN-BETWEEN PRECAST BEAM WEBSSCALE 1:10
Drawing Title:
Drawing Number:
NOTES:
Date:
Approved: Sheet No:
Revision:
Scale:
QCS Section:
Rev. Date Revision Details Appd.
5 (CONCRETE)PART 1 (GENERAL)
TY - BEAMSCONTINUITY AT
INTERMEDIATE SUPPORT SHEET 2
I. FLYNN
SD 5-1-114
OCTOBER 2013 AS SHOWN @ A1
1
1 23/10/2013 REVISED LOGO AND DWG NUMBER I. FLYNN
1 OF 1
1-
1-
1-
1-
1-
TYPE 1 (800 DEEP)SCALE 1:10
TYPE 2 (1050 DEEP)SCALE 1:10
TYPE 3 (1250 DEEP)SCALE 1:10
TYPE 4 (1550 DEEP)SCALE 1:10
TYPE 5 (1900 DEEP)SCALE 1:10
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:
Rev. Date Revision Details Appd.
5 (CONCRETE)PART 1 (GENERAL)
Q-GIRDERSECTIONS
I. FLYNN
SD 5-1-101
OCTOBER 2013 AS SHOWN @ A1
1
1 23/10/2013 REVISED LOGO AND DWG NUMBER I. FLYNN
1 OF 1
BB
121
*
E
E-
BB
121
*
A
F-
SECTIONF- SCALE 1:10
SECTIONE- SCALE 1:10
TYPE 5ELEVATIONSCALE 1:10
TYPE 4ELEVATIONSCALE 1:10
#
#
#
#
*
#
Drawing Title:
Drawing Number:
NOTES:
Date:
Approved: Sheet No:
Revision:
Scale:
QCS Section:
Rev. Date Revision Details
Appd.
5 (CONCRETE)
PART 1 (GENERAL)
SHEET 3
I. FLYNN
SD 5-1-106
OCTOBER 2013 AS SHOWN @ A1
1
1 23/10/2013 REVISED LOGO AND DWG NUMBER I. FLYNN
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:
Drawing Number:
NOTES:
Date:
Approved: Sheet No:
Revision:
Scale:
OF
Rev. Date Revision Details
Appd.
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:
CONCRETE BRIDGE PARAPETS
I. FLYNN
SEPTEMBER 2013 AS NOTED FOR A1
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.
4. ALL DIMENSIONS ARE IN MILLIMETERS UNLESS NOTEDOTHERWISE.
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:
Rev. Date Revision Details
Appd.
5 (CONCRETE)
PART 1 (GENERAL)
Q- GIRDER
TYPICAL ABUTMENT DETAILS
I. FLYNN
SD 5-1-110
OCTOBER 2013 AS SHOWN @ A1
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