Short Bridge

REV DATE DESCRIPTION APP
CLIENT DESIGNER DESIGNED DRAWN CHECKED APPROVED BY

GENERAL NOTES: 11.PRESTRESSING JACKS SHALL BE HYDRAULIC MUTLTI-STRAND JACKS WITH
REINFORCEMENT: STROKE NOT LESS THAN THE DESIGN ELOGATION OF TENDONS.
1. THESE DRAWINGS SHALL BE READ IN CONJUNCTION WITH ALL OTHER
PROJECT DRAWINGS, SPECIFICATIONS. 1. MATERIAL STRENGTHS AND PROPERTIES SHALL BE IN ACCORDANCE WITH 12.THE METHOD OF FIXING AND SEALING DUCTS DURING CONSTRUCTION SHALL
2. ALL CONSTRUCTION MATERIALS AND WORKMANSHIP SHALL BE IN BDS-ISO-6935-2 AND ASTM. STEEL GRADE RB 500W IS USED. BE IN ACCORDANCE WITH AASHTO LRFD BRIDGE DESIGN SPECIFICATION 2012.
ACCORDANCE WITH THE RELEVANT SPECIFICATION. 2. LAPS SHALL BE STAGGERED SO THAT NO MORE THAN 50% OF BARS ARE 13.GROUT POINTS SHALL BE PROVIDED AT ALL ANCHORAGES.
3. ANY PERMITS AND APPROVALS REQUIRED FOR CONSTRUCTION OF LAPPED IN ANY ONE CROSS SECTION. WHERE BARS MUST BE LAPPED IN 14.AIR BLEED TUBES SHALL BE PROVIDED AT ALL CROWN POINTS IN EACH DUCT.
PERMANENT OR TEMPORARY WORKS SHALL BE OBTAINED PRIOR TO ONE CROSS SECTION, THE LAP LENGTH SHALL NOT BE LESS THAN 1.3 TIMES DRAINGE PIPES SHALL BE PROVIDED AT ALL SAG POINTS IN EACH DUCT.
THAN GIVEN IN THE TABLE BELOW. 15.IF THE OBSTRUCTION TO THE DUCT OCCURES REINFORCEMENT TO BE
CONSTRUCTION.
3. REINFORCING BAR SHALL BE SUPPORTED IN ITS PROPER POSITION BY USE ADJUSTED AND APPROVED BY THE ENGINEER.
4. WHERE REFERENCE IS MADE TO PROPRIETARY COMPONENT NAMES ON
16.PROFILE OF LONGITUDINAL DUCTS TO BE RIGIDLY MAINTAINED IN POSITION BY
THE DRAWING THE CONTRACTOR MAY PROPOSE ALTERNATIVE AS LONG AS OF MORTAR BLOCKS, SUPPORTS OR BY OTHER APPROVED MEANS.
STEEL BARS FIXED TO STRIRRUPS OR BY OTHER MEANS.
THEY ARE EQUIVALENT, SATISFY THE REQUIREMENTS OF THE 4. MECHANICAL CONNECTIONS TO DEVELOP IN TENSION OR COMPRESSION,
17.REINFORCEMENT TO BE ADJUSTED TO APPROVAL OF ENGINEER WHERE
SPECIFICATION AND ARE APPROVED BY THE ENGINEER. SHALL BE AT LEAST 125 PERCENT OF THE SPECIFIED YIELD STRENGTH OF
OBSTRUCTION OF TENDON DUCTS OCCURS.
THE BAR AND CONFORM TO AASHTO LEFD BRIDGE DESIGN SPEC.
18.GROUT VENTS TO BE PROVIDED AT EACH LONGITUDINAL DUCTS AT 1/4
5. UNLESS OTHERWISE SPECIFIED, THE MINIMUM DEVELOPMENT LENGTHS POINTS.
DESIGN STANDARD:
AND LENGTHS OF LAPS SHALL BE AS FOLLOWS: 19.THE SHEATHING OF TENDONS SHALL BE LEAK PROOF.
1. DESIGN CARRIED OUT IN ACCORDANCE WITH AASHTO LRFD BRIDGE DESIGN 20.GIRDER LENGTH SHOWN IS THE REQUIRED LENGTH OF THE FINISHED
SPECIFICATION 2012. DESIGNATED VEHICULAR LOADING HL-93 AS PER PRODUCT. MANUFACTURER OF THE GIRDERS SHALL MAKE ALLOWANCE FOR
AASHTO LRFD. ELASTIC SHORTENING.
FINISHING DETAILS:
DIMENSIONS/LEVELS: 1. SURFACES IN CONTACT WITH INSITU CONCRETE TO BE SCABBLED TO EXPOSE
AGGREGATE.
1. LEVELS, CHAINAGES AND CO-ORDINATES ARE ALL IN METRES. ALL OTHER
PRESTRESSING DETAILS: 2. GIRDER BOTTOM FORM WORK TO BE CONSTRUCTED SUCH THAT GIRDER CAN
DIMENSIONS ARE IN MILLIMETRES.
MOVE DURING STRESSING IN DIRECTION OF TENSIONING TO PERMIT
2. THE HORIZONTAL COORDINATE SYSTEM IS BASED ON THE BUTM-EV1830 1. PRESTRESSING TENDONS SHALL COMPRISE Φ15.2mm UNCOATED SHORTENING.
SYSTEM. LOW-RELAXATION 7-WIRE STRANDS TO ASTM A416 & AASHTO M-203 AND PILES:
3. VERTICAL CONTROL IS BASED ON SOB DATUM. FOLLOEING DESIGN PARAMETERS:
4. DIMENSIONS SHALL NOT BE SCALED FROM DRAWINGS. 1. PILE LENGTHS SHALL BE CONFIRMED BY THE CONTRACTOR AFTER
5. THE BRIDGES SHALL BE TYPICALLY CONSTRUCTED SO THAT THE GEOTECHNICAL INVESTIGATION AND PILE LOAD TEST.
ABUTMENTS OF NEW BRIDGES POSSIBLY LINE UP WITH THE ABUTMENTS OF 2. PILES FOR BRIDGES , FLYOVERS AND OVERPASSES SHALL BE CAST MINIMUM
THE EXISTING BRIDGES. 500mm ABOVE CUT OF LEVEL. CONTRACTOR TO SUBMIT A METHOD
6. NEW AND THE EXISTING BRIDGES SHOULD BE AT THE SAME SKEW AND THE STATEMENT FOR PILE HACKING TO CUT-OF LEVEL AFTER 28 DAYS WITHOUT
SAME CHANNEL WIDTH SHOULD BE PROVIDED AT THE CROSSINGS. REFER TO GIRDER DRAWINGS FOR OTHER DETAILS. INTRODUCING MICROCRACKS IN THE PILE.
3. IF THE SPLICING SPIRAL REINFORCEMENT IS REQUIRED, MINIMUM LAP OF 1.5
7. THE SOFFIT LEVEL OF NEW BRIDGE IS THE SAME WITH THE EXISTING ONE, 2. THE PROCEDURE OF PRESTRESSING OPERATION SHALL BE PRESENTED BY TURNS SHALL BE PROVIDED.
UNLESS GEOMETRICAL REQUIREMENT OF APPROACHES DICTATES A THE CONTRACTOR AND APPROVED BY THE ENGINEER IN CHARGE BEFORE 4. BASE GROUTING IS USED FOR THE GEOTECHNICAL CAPACITY OF BORED
HIGHER LEVEL. PRESTRESSING OPERATION IS CARRIED OUT. CAST-IN-SITU R.C.C PILE TERMINATING IN NON-COHESIVE SANDY. ACCORDING
8. ALL LOCATION, ORIENTATIONS AND LEVELS SHALL BE VERIFIED ON SITE 3. THE LOCATIONS AND PROVISION OF THE CONSTRUCTION JOINTS SHALL BE TO THE GEOLOGICAL REPORT, PILE CAPACITY USING BASE GROUTING COULD
BEFORE COMMENCING ANY WORK. DISCREPANCIES SHALL BE REFERED TO APPROVED BY THE ENGINEER IN CHARGE. BE ENHANCED UP TO 25%. HOWEVER, THE CAPACITY SHALL BE CONFIRMED BY
THE ENGINEERS REPRESENTATIVE. 4. ALL STRANDS IN ONE TENDON SHALL BE STRESSED SIMULTANEOUSLY. “LOAD TEST” FOR PARTICULAR SOIL FORMATION.
9. ALL STATED COORDINATES AND ELEVATIONS ARE CORRECT AT TIME OF 5. TENDONS SHALL BE STRESSED BOTH ENDS. ALL STRESSING SHALL BE 5. THE LENGTH OF THE PERMANENT STEEL TUBE OF THE BRIDGE IS 4.5 METERS.
SURVEY, BUT WILL BE SUBJECT TO DISTURBANCE, LAND SETTLEMENT OR DONE IN THE PRESENCE OF THE ENGINEER AND TENDONS EXTENSIONS THE LENGTH OF THE PERMANENT STEEL TUBE OF THE LONG BRIDGE CAN BE
OTHER FACTORS. CHECKED BEFORE STRESSING. ADJUSTED ACCORDING TO THE SITUATION.
CONCRETE: 6. UNDER NO CIRCUMASTANCES SHALL THE TENDON JACKING LOAD EXCEED 6. ACCORDING TO THE REQUIREMENTS OF THE SWO MEETING, THE PILES TEST
1. CONCRETE IS IN ACCORDANCE WITH ASTM. CONCRETE GRADES FOR 80% OF ITS ULTIMATE TENSILE STRENGTH. IS LOW STRAIN INTEGRITY TESTING FOR THE LENGTH OF NOT MORE THAN
DIFFERENT ELEMENTS OF STRUCTURE SHALL BE AS FOLLOWS: 7. ELONGATIONS SHOWN ON THE PRESTRESSING DRAWINGS ARE PRIOR TO 100 METERS OF THE BRIDGE , AND THE PILES TEST IS ULTRASONIC TESTING
LOCK -OFF. FOR THE LENGTH OF MORE THAN 100 METERS OF THE BRIDGE .
8. ALL TENDON DUCTS SHALL BE GROUTED AS SOON AS POSSIBLE AND NO STEEL WORK:
LATER THAN 28 DAYS AFTER STRESSING. 1. MATERIAL STRENGTHS AND PROPERTIES SHALL BE IN ACCORDANCE WITH
9. ORDER OF STRESSING OF TENDONS SHOULD BE AS MENTIONED IN THE BDS-ISO-6935-2 AND ASTM. STEEL GRADE RB 500W IS USED.
RESPECTIVE PRESTRESSING DRAWINGS. 2. ALL STEEL WORK SHALL BE HOT DIP GALVANIZED TO AASHTO, ASTM.
10.POST-TENSIONING SHALL NOT BE APPLIED UNTIL THE CONCRETE IS AT 3. BOLTS, NUTS AND COUPLERS SHALL BE HOT DIP GALVANIZED.
LEAST 7 DAYS OLD OR HAVE ATTAINED 41 MPa FOR C-48 & 35MPa FOR C-41 4. BOLTS SHALL BE HIGH-STRENGTH BOLT TO AASHTO, ASTM.
WHICHEVER IS LATER.

Construction Process and Principles of Post-grouting Bored Piles 3) Pile end grouting
Two steel pipes of DN25 are selected as grouting pipe to be placed inside the
1. Construction Process for Composite-grouting Bored Piles reinforcement cage and shall be lowered into bottom of borehole together with
Hole Formatiion reinforcement cage; its top shall be 500mm above the ground and shall be sealed with plug
to prevent such foreign matters as mud. The lower parts of the two grouting pipes are
Grouting pipe fabrication connected with one ID25 flexible high-pressure plastic pipe with steel wire through
Pre-embedding grouting pipe and Tee-pipe respectively, the nozzle pipe is placed around the pile shaft, and the outside of
lowering-in reinforcement cage nozzle pipe shall be wrapped and sealed with plastic tape after being perforated. One of the
two pipes will be used as backup which shall be used in case of failure on main grouting
pipe.
Borehole cleaning 3. Opening pipe
The pipe shall be opened 12-14 hours following concreting; following opening, the pipe
shall be flushed with clean water, until clean water overflows, after which the grouting pipe
Pile concrete casting shall be seal again with plug.
4. Post-grouting time and sequence
Grouting pipe 1) The grouting shall be carried out 3 days following pile formation, it shall not be late than 14
Opening of grouting pipe days.
2) The grouting and pipe opening operation shall be more than 10m away from borehole
Mixing cement mortar formation point.
Pressure grouting 5. Grouting pressure and control requirements
1) The grouting shall satisfy the pressure and requirements of design. The grouting pressure for
this project shall be: pile bottom grouting pressure shall be 2MPa~4MPa (higher value shall be
Observing grouting pressure Tee-pipe taken for dense clay); load holding duration requirement: the load holding duration shall not be
and quantity (double control) Punching 100mm along the outside less than 5 minutes after the pressure reaches design values. In order to guarantee monitoring
effect, the grouting pressure gauge shall be calibrated.
Tee-pipe Annular nozzle tube
plastic pipe with steel wire 2) In order to reduce grouting pressure loss on pipe, the distance between grouting pumps and
Recording maximum pressure grouting hole shall not be more than 30m, and it shall be ensured that there's no bending on
and single (doule) pipe grouting pipe during grouting.
Figure 2 Structure diagram of Pile end grouting pipe 3) In order to guarantee grouting effect, it is required that the maximum rated pressure of grouting
pump shall be more than 10MPa, and the flow shall be more than 5m³/h.
4) The grouting may be terminated in case of one of the following conditions:
Machine and tool cleaning
a. The total grouting quantity and pressure all reach design requirements.
b. As for each grouting, the quantity reaches design values; however, the pressure failed to
reach design value; as such, intermittent grouting shall be carried out, and cement mortar
Documents preparation
30% of design value shall be grouted.
c. As for each grouting, the pressure reaches design value and the grouting quantity is less
Figure 1 Pressure Grouting Process Flow Chart than design value after load has been held for 5 minutes; as such, the grouting quantity
shall be guaranteed not less than 80% of design value.
Key Points on Post-grouting Bored Piles and Grouting Design 6. Grouting quantity design
1. Requirements on borehole cleaning Piles with diameter of 1.2m: use of cement for pile bottom grouting-3t.
The test piles shall be subject to secondary cleaning in strict accordance with relevant Piles with diameter of 1.5m: use of cement for pile bottom grouting-3.5t.
specifications; the borehole secondary cleaning shall be carried out following lower-in of Grouting quantity shall be increased as appropriate based on actual site conditions.
tremie, and concreting shall be carried out immediately following completion of secondary 7. Grouting materials and water/cement ratio
cleaning. 1) The preparation of grouting mortar shall use Ordinary Portland Cement with grade as specified
2. Grouting device fabrication and installation in this project; the cement shall be fresh and free of caking; and shall be delivered for inspection
1) Grouting devices shall be fabricated based on design requirements. Each one shall be by batches based on relevant regulation, they can only be used once they are qualified.
checked during processing to prevent debris within pipe and cracks. 2) In order to guarantee cement soil strength and consider the pumping effect, the Contractor shall
2) Through welding shall not be used for grouting pipping welding to prevent leakage. carry out water/cement ratio test which can be used once it is qualified; the water/cement ratio of
mortar can be 055~0.6.

DESCRIPTION FOR SIMPLY SUPPORTED PC T GIRDER
CONSTRUCTION POINTS 3. CAST-IN-SUTE JOINTS, SEAMS

1. T-GIRDER CONSTRUCTION PROCESS (1) AGE OF CAST-IN-SUTE TRANSVERSE SEAMS AND PRECAST T-GIRDERS IS NOT MORE THAN THREE MONTHS.
(1) PRECAST, TRANSPORT, ERECTED T-GIRDER; (2) HEAVY CONSTRUCTION MACHINERY SHALL NOT RUN ON THE BRIDGE BEFORE THE COMPLETION OF ASPHALT CONCRETE
(2) CAST T-GIRDER END JOINT CONCRETE; PAVEMENT CONSTRUCTION, AUTOMOBILES,.
(3) CAST T-GIRDER WING PLATE AND TRANSVERSE DIAPHRAGM SEAM CONCRETE; 4. BRIDGE PAVEMENT CONSTRUCTION
(4) BRIDGE DECK CONSTRUCTION. (1) THE BARRIER SHALL BE CONSTRUCTED AFTER THE COMPLETION OF REINFORCED CONCRETE BRIDGE DECK PAVEMENT.
(2)ASPHALT CONCRETE DECK PAVEMENT IS CONSTRUCTED AS SOON AS BRIDGE DECK WATERPROOFING LAYER IS
2. PRECAST T-GIRDERS
COMPLETED.
(1) T-GIRDER PRECAST MUST USE STEEL TEMPLATE, AND STRICTLY CONTROL THE BEAM SECTION SIZE.
5. PRESTRESS CONSTRUCTION
(2) IN ORDER TO MAKE THE BRIDGE COLOR SAME, IT IS RECOMMENDED TO USE THE SAME MANUFACTURER, THE
SAME SPECIES OF CONCRETE TO CAST T-GIRDER. (1) PRESTRESS PIPE QUALITY
(3) IN ORDER TO PREVENT CONCRETE CRACKS AND EDGE DAMAGE, THE SHUTTER CAN BE REMOVED WHEN THE ①ALL PIPES MUST BE GALVANIZED DOUBLE-WAVE CORRUGATED PIPE, AND THE STRIP THICKNESS OF NOT LESS THAN
CONCRETE STRENGTH REACH 20MPa. 0.3mm.
(4) TENSION TENDONS WHEN CONCRETE REACH 85% OF ITS DESIGN STRENGTH. ②EVERY ABOUT 80cm SET A "#" -SHAPED STEEL BARS ALONG THE PIPES AND SPOT WELDING TO THE MAIN BAR.THE
(5) PRESTRESS TENSION WITH DUAL CONTROL, TENSION PRESTRESS SHOULD BE STRICTLY CONTROLLED THAT PERMISSIBLE DEVIATION PLANE OF THE PIPING POSITION SHALL NOT BE MORE THAN ± 5mm AND THE VERTICAL SHALL NOT
PRECAST BEAM WEB BENDING IS NOT GREATER THAN 20mm IN ORDER TO PREVENT THE PRECAST BEAM BREAK. EXCEED 5mm.
(6) AFTER APPLYING COMPRESSED AIR OR HIGH PRESSURE WATER TO REMOVE IMPURITIES IN THE PIPELINE, AND ③PIPE AXIS MUST BE PERPENDICULAR TO THE ANCHOR PLATE.
THEN GROUTING. (2) PRESTRESS QUALITY CONTROL
(7) PRESTRESS PIPE GROUTING SHOULD BE DONE WITHIN 24 HOURS OF TENSION. ①THE STRENGTH OF CONCRETE SHALL REACH 85% OF THE DESIGN STRENGTH BEFORE THE TENSIONING TENDONS.
(8) SURFACE CONTACT BETWEEN T BEAM FLANGE, BEAM END, THE DIAPHRAGM AND SO ON AND THE CAST-IN-SITU ②EACH TENSION SHOULD BE A COMPLETE RECORD OF THE ORIGINAL, AND SHOULD BE IN THE PRESENCE OF
CONCRETE MUST BE CHISELED TO ENSURE THE OLD AND NEW CONCRETE JOIN WELL. SUPERVISORS IN THE CASE.
(9) ERECTING THE BEAM AFTER THE BEARINGS ACCURATELY PLACED IN PLACE, AND FIRMLY FIXED TO THE ③THE PRESTRESS FORCE IS CONTROLLED BY EXTENSION AND TENSILE FORCE, AND THE EXTENSION ERROR SHOULD BE
BEARING CUSHION TOP. BETWEEN + 10% AND -5%. THE BREAKAGE RATE OF EACH SECTION SHALL NOT BE GREATER THAN 1% OF THE TOTAL WIRE
(10) WHEN PRECAST T-GIRDER, TAKE EFFECTIVE MEASURES TO PREVENT THE CEMENT SLURRY INTO THE
OF THE SECTION AND THE WHOLE STRAND SHALL NOT BE ALLOWED TO BREAK.
PRESTRESS PIPE. 6. NOT MENTIONED ABOVE, SEE THE INSTRUCTIONS IN THE DRAWINGS AND THE RELEVANT NATIONAL DESIGN,
(11) LIFT T-GIRDER BY GRIPPING THE BOTTOM OF THE BEAM GIRDER METHOD, NO RINGS, HANGING POINT IS AT
CONSTRUCTION TECHNICAL SPECIFICATIONS.
PLACE 800 ~ 1200mm FROM BEAM END. WHEN PRECAST RESERVE BOTTOM SECTION MOLD AT THE BOTTOM OF
THE BEAM, WHILE RESERVE HOLES IN THE T-GIRDER WING BOARD. SPREADER ARE DESIGN ACCORDING TO THE
CONDITIONS BY CONSTRUCTION UNIT. EFFECTIVE MEASURES SHOULD BE TAKEN TO ENSURE THE BASIC LEVEL
OF THE BEAM, BEAM LATERAL TILT OF NOT MORE THAN 3 °, VERTICAL TILT OF NOT MORE THAN 5 ° TRANSPORT
GIRDER.
(12) T-GIRDER INSTALLED IN PLACE SHOULD BE PROMPTLY CAST LONGITUDINAL JOINTS.
(13) WHEN PRECAST T BEAM SHOULD PAY ATTENTION TO THE BARRIER BAR, TRAFFIC ENGINEERING BRIDGE PIPE
EMBEDDED PARTS, EXPANSION JOINTS AND OTHER COMPONENTS DESIGNED TO LAY A VARIETY OF EMBEDDED
PARTS, SHALL NOT BE MISSED.
(14) SET PRE-CAMBER IN ORDER TO ENSURE FORMATION OF THE BRIDGE.

DESCRIPTION FOR SIMPLY SUPPORTED PC T GIRDER
CONSTRUCTION POINTS 3. CAST-IN-SUTE JOINTS, SEAMS

1. T-GIRDER CONSTRUCTION PROCESS (1) AGE OF CAST-IN-SUTE TRANSVERSE SEAMS AND PRECAST T-GIRDERS IS NOT MORE THAN THREE MONTHS.
(1) PRECAST, TRANSPORT, ERECTED T-GIRDER; (2) HEAVY CONSTRUCTION MACHINERY SHALL NOT RUN ON THE BRIDGE BEFORE THE COMPLETION OF ASPHALT CONCRETE
(2) CAST T-GIRDER END JOINT CONCRETE; PAVEMENT CONSTRUCTION, AUTOMOBILES,.
(3) CAST T-GIRDER WING PLATE AND TRANSVERSE DIAPHRAGM SEAM CONCRETE; 4. BRIDGE PAVEMENT CONSTRUCTION
(4) BRIDGE DECK CONSTRUCTION. (1) THE BARRIER SHALL BE CONSTRUCTED AFTER THE COMPLETION OF REINFORCED CONCRETE BRIDGE DECK PAVEMENT.
(2)ASPHALT CONCRETE DECK PAVEMENT IS CONSTRUCTED AS SOON AS BRIDGE DECK WATERPROOFING LAYER IS
COMPLETED.
(2) IN ORDER TO MAKE THE BRIDGE COLOR SAME, IT IS RECOMMENDED TO USE THE SAME MANUFACTURER, THE
SAME SPECIES OF CONCRETE TO CAST T-GIRDER. (1) PRESTRESS PIPE QUALITY
(3) IN ORDER TO PREVENT CONCRETE CRACKS AND EDGE DAMAGE, THE SHUTTER CAN BE REMOVED WHEN THE ①ALL PIPES MUST BE GALVANIZED DOUBLE-WAVE CORRUGATED PIPE, AND THE STRIP THICKNESS OF NOT LESS THAN
CONCRETE STRENGTH REACH 20MPa. 0.3mm.
(4) TENSION TENDONS WHEN CONCRETE REACH 85% OF ITS DESIGN STRENGTH. ②EVERY ABOUT 80cm SET A "#" -SHAPED STEEL BARS ALONG THE PIPES AND SPOT WELDING TO THE MAIN BAR.THE
(5) PRESTRESS TENSION WITH DUAL CONTROL, TENSION PRESTRESS SHOULD BE STRICTLY CONTROLLED THAT PERMISSIBLE DEVIATION PLANE OF THE PIPING POSITION SHALL NOT BE MORE THAN ± 5mm AND THE VERTICAL SHALL NOT
PRECAST BEAM WEB BENDING IS NOT GREATER THAN 20mm IN ORDER TO PREVENT THE PRECAST BEAM BREAK. EXCEED 5mm.
(6) AFTER APPLYING COMPRESSED AIR OR HIGH PRESSURE WATER TO REMOVE IMPURITIES IN THE PIPELINE, AND ③PIPE AXIS MUST BE PERPENDICULAR TO THE ANCHOR PLATE.
THEN GROUTING. (2) PRESTRESS QUALITY CONTROL
(7) PRESTRESS PIPE GROUTING SHOULD BE DONE WITHIN 24 HOURS OF TENSION. ①THE STRENGTH OF CONCRETE SHALL REACH 85% OF THE DESIGN STRENGTH BEFORE THE TENSIONING TENDONS.
(8) SURFACE CONTACT BETWEEN T BEAM FLANGE, BEAM END, THE DIAPHRAGM AND SO ON AND THE CAST-IN-SITU ②EACH TENSION SHOULD BE A COMPLETE RECORD OF THE ORIGINAL, AND SHOULD BE IN THE PRESENCE OF
CONCRETE MUST BE CHISELED TO ENSURE THE OLD AND NEW CONCRETE JOIN WELL. SUPERVISORS IN THE CASE.
(9) ERECTING THE BEAM AFTER THE BEARINGS ACCURATELY PLACED IN PLACE, AND FIRMLY FIXED TO THE ③THE PRESTRESS FORCE IS CONTROLLED BY EXTENSION AND TENSILE FORCE, AND THE EXTENSION ERROR SHOULD BE
BEARING CUSHION TOP. BETWEEN + 10% AND -5%. THE BREAKAGE RATE OF EACH SECTION SHALL NOT BE GREATER THAN 1% OF THE TOTAL WIRE
(10) WHEN PRECAST T-GIRDER, TAKE EFFECTIVE MEASURES TO PREVENT THE CEMENT SLURRY INTO THE
OF THE SECTION AND THE WHOLE STRAND SHALL NOT BE ALLOWED TO BREAK.
PRESTRESS PIPE. 6. NOT MENTIONED ABOVE, SEE THE INSTRUCTIONS IN THE DRAWINGS AND THE RELEVANT NATIONAL DESIGN,
(11) LIFT T-GIRDER BY GRIPPING THE BOTTOM OF THE BEAM GIRDER METHOD, NO RINGS, HANGING POINT IS AT
CONSTRUCTION TECHNICAL SPECIFICATIONS.
PLACE 800 ~ 1200mm FROM BEAM END. WHEN PRECAST RESERVE BOTTOM SECTION MOLD AT THE BOTTOM OF
THE BEAM, WHILE RESERVE HOLES IN THE T-GIRDER WING BOARD. SPREADER ARE DESIGN ACCORDING TO THE
CONDITIONS BY CONSTRUCTION UNIT. EFFECTIVE MEASURES SHOULD BE TAKEN TO ENSURE THE BASIC LEVEL
OF THE BEAM, BEAM LATERAL TILT OF NOT MORE THAN 3 °, VERTICAL TILT OF NOT MORE THAN 5 ° TRANSPORT
GIRDER.

DESCRIPTION FOR SIMPLY SUPPORTED PC TEE AND I GIRDER
CONSTRUCTION POINTS
(2) HEAVY CONSTRUCTION MACHINERY SHALL NOT RUN ON THE BRIDGE BEFORE THE COMPLETION OF ASPHALT CONCRETE
1. T-GIRDER CONSTRUCTION PROCESS
PAVEMENT CONSTRUCTION, AUTOMOBILES,.
(1) PRECAST, TRANSPORT, ERECTED T-GIRDER;
4. BRIDGE PAVEMENT CONSTRUCTION
(2) CAST T-GIRDER END JOINT CONCRETE;
(1) THE BARRIER SHALL BE CONSTRUCTED AFTER THE COMPLETION OF REINFORCED CONCRETE BRIDGE DECK PAVEMENT.
(3) CAST T-GIRDER WING PLATE AND TRANSVERSE DIAPHRAGM SEAM CONCRETE;
(2)ASPHALT CONCRETE DECK PAVEMENT IS CONSTRUCTED AS SOON AS BRIDGE DECK WATERPROOFING LAYER IS COMPLETED.
(4) BRIDGE DECK CONSTRUCTION.
(1) PRESTRESS PIPE QUALITY
①ALL PIPES MUST BE GALVANIZED DOUBLE-WAVE CORRUGATED PIPE, AND THE STRIP THICKNESS OF NOT LESS THAN 0.3mm.
(2) IN ORDER TO MAKE THE BRIDGE COLOR SAME, IT IS RECOMMENDED TO USE THE SAME MANUFACTURER, THE SAME
②EVERY ABOUT 80cm SET A "#" -SHAPED STEEL BARS ALONG THE PIPES AND SPOT WELDING TO THE MAIN BAR.THE PERMISSIBLE
SPECIES OF CONCRETE TO CAST T-GIRDER.
(3) IN ORDER TO PREVENT CONCRETE CRACKS AND EDGE DAMAGE, THE SHUTTER CAN BE REMOVED WHEN THE DEVIATION PLANE OF THE PIPING POSITION SHALL NOT BE MORE THAN ± 5mm AND THE VERTICAL SHALL NOT EXCEED 5mm.
CONCRETE STRENGTH REACH 20MPa. ③PIPE AXIS MUST BE PERPENDICULAR TO THE ANCHOR PLATE.
(4) TENSION TENDONS WHEN CONCRETE REACH 85% OF ITS DESIGN STRENGTH. (2) PRESTRESS QUALITY CONTROL
(5) PRESTRESS TENSION WITH DUAL CONTROL, TENSION PRESTRESS SHOULD BE STRICTLY CONTROLLED THAT
①THE STRENGTH OF CONCRETE SHALL REACH 85% OF THE DESIGN STRENGTH BEFORE THE TENSIONING TENDONS.
PRECAST BEAM WEB BENDING IS NOT GREATER THAN 20mm IN ORDER TO PREVENT THE PRECAST BEAM BREAK.
②EACH TENSION SHOULD BE A COMPLETE RECORD OF THE ORIGINAL, AND SHOULD BE IN THE PRESENCE OF SUPERVISORS IN
(6) AFTER APPLYING COMPRESSED AIR OR HIGH PRESSURE WATER TO REMOVE IMPURITIES IN THE PIPELINE, AND
THE CASE.
THEN GROUTING.
③THE PRESTRESS FORCE IS CONTROLLED BY EXTENSION AND TENSILE FORCE, AND THE EXTENSION ERROR SHOULD BE
(7) PRESTRESS PIPE GROUTING SHOULD BE DONE WITHIN 24 HOURS OF TENSION.
BETWEEN + 10% AND -5%. THE BREAKAGE RATE OF EACH SECTION SHALL NOT BE GREATER THAN 1% OF THE TOTAL WIRE OF THE
(8) SURFACE CONTACT BETWEEN T BEAM FLANGE, BEAM END, THE DIAPHRAGM AND SO ON AND THE CAST-IN-SITU
SECTION AND THE WHOLE STRAND SHALL NOT BE ALLOWED TO BREAK.
CONCRETE MUST BE CHISELED TO ENSURE THE OLD AND NEW CONCRETE JOIN WELL.
6. I GIRDERS ARE USED ONLY IN BAGOR BRIDGE, AND T GIRDERS ARE USED IN THE OTHER BRIDGES. THOSE INSTRUCTIONS
(9) ERECTING THE BEAM AFTER THE BEARINGS ACCURATELY PLACED IN PLACE, AND FIRMLY FIXED TO THE BEARING
ABOVE ALSO APPLY TO THE I GIRDER.
CUSHION TOP.
7. ACCORDING TO THE REVIEW OPINIONS OF THE CLIENT AND EXPERT, THE I GIRDER SPAN IS 61m, WHICH IS A CHALLENGE NOT
(10) WHEN PRECAST T-GIRDER, TAKE EFFECTIVE MEASURES TO PREVENT THE CEMENT SLURRY INTO THE PRESTRESS
ONLY TO DESIGN BUT ALSO TO CONSTRUCT SO LONG SPAN PRECAST BRIDGE.
PIPE.
(1) THE DEPTH OF I GIRDER IS 3.2M, WITH SPAN 61M, AND THE WEIGHT OF SINGLE GIRDER IS NEARLY 200T, AND THE TRANSVERSE
(11) LIFT T-GIRDER BY GRIPPING THE BOTTOM OF THE BEAM GIRDER METHOD, NO RINGS, HANGING POINT IS AT PLACE
STABILITY UNDER CONSTRUCTION IS POOR. IT IS STRONGLY RECOMMENDED TO ENSURE THE SAFETY DURING THE PRECAST,
800 ~ 1200mm FROM BEAM END. WHEN PRECAST RESERVE BOTTOM SECTION MOLD AT THE BOTTOM OF THE BEAM,
TRANSPORTATION AND ERECTION.
WHILE RESERVE HOLES IN THE T-GIRDER WING BOARD. SPREADER ARE DESIGN ACCORDING TO THE CONDITIONS BY
(2) C48 CONCRETE IS RECOMMENDED FOR THE I GIRDER.
CONSTRUCTION UNIT. EFFECTIVE MEASURES SHOULD BE TAKEN TO ENSURE THE BASIC LEVEL OF THE BEAM, BEAM
(3) TENSION TENDONS AFTER CONCRETE REACH 85% OF ITS DESIGN STRENGTH THE AND THE CONCRETE AGE SHOULD MORE
LATERAL TILT OF NOT MORE THAN 3 °, VERTICAL TILT OF NOT MORE THAN 5 ° TRANSPORT GIRDER.
THAN 7 DAYS.
8. EITHER LAMINATED RUBBER BEARING OR STEEL SPHERICITY BEARING CAN BE USED FOR T AND I GIRDER.
9. THE CONTRACTOR IN ACCORDANCE WITH ACTUAL PRECAST CONDITIONS AND EXPERIENCE OF THE T AND I GIRDER SET THE
REVERSE ARCH, AND THE PRESTRESSED PIPE WITH THE SAME REVERSE ARCH.
10. NOT MENTIONED ABOVE, SEE THE INSTRUCTIONS IN THE DRAWINGS AND THE RELEVANT NATIONAL DESIGN, CONSTRUCTION
TECHNICAL SPECIFICATIONS.
3. CAST-IN-SUTE JOINTS, SEAMS
(1) AGE OF CAST-IN-SUTE TRANSVERSE SEAMS AND PRECAST T-GIRDERS IS NOT MORE THAN THREE MONTHS.

2
1 4
500
NOTES:
1. ALL DIMENSIONS ARE IN MILLIMETERS.
2. IT'S APPROPRIATE TO MOVE THE LOCATION OF BEAM END REINF. IF THEY
OBSTRUCT TENDONS.
3. PAY ATTENTION TO EMBEDDED BEARING STEEL PLATE.
4. BEARING TYPE CHOOSE GYZ550×133(CR),TWO BEARINGS FOR ONE GIRDER.
5 .SHORE HARDNESS OF ELASTOMER ALL CONFORM TO MINIMUM 60, SHEAR MODULUS
OF ELASTOMER AT 23°C SHALL BE MAXIMUM 1/mm². FORCE FOR BEARING:
AXIAL=2290KN,HORIZONTAL=554KN.

ELEVATION (1:150)
2000 10100 SIDE ELEVATION (1:150)
1000 8100 1000
325 300 8650 300 325
BEARING CENTER LINE 8000
540 400300
50
360
H2
3650
i% H1
CL 50mm Ø WEEP HOLE @2000mm

HORIZONTALLY AND @1000mm VERTICALLY
500
1000
350 1500 350
100 1000 1000100
H3
9150
h
4000 1500 7650 3450
2000
100
2000
100
1150 4000 4000 1150
1200 1200 1200 500 500
L
3600 3600 3600 3600
H4 1200 1200 1200 1200 1200
L
PLAN (1:150)
1000 1000
EP
8100
CL
BEARING CENTER LINE
625 2000 2000 2000 2000 625

425 10300 425 REV DATE DESCRIPTION APP
ELEVATION (1:150)
18000 2000 SIDE ELEVATION (1:150)
1000 16000 1000
325 300 16650 300 325

540 400300
50
360
H2
3650
H1 i%
CL
500
50mm Ø WEEP HOLE @2000mm
1000
350 1500 350
100 100
H3 9150
h
4000 1500 7650 3450
2000
100
2000
1100 4000 4000 4000 4000 1100
100
1200 1200 1200 1200 1200
500 500
L
3600 3600 3600 3600

1200 1200 1200 1200 1200
H4
L
PLAN (1:150)
1000 1000
EP
16000
BEARING CENTER LINE

CL
625 2000 2000 2000 2000 2000 2000 2000 2000 625
SIDE ELEVATION (1:150)
ELEVATION (1:150)
2000 10100
1000 8100 1000 8000
BEARING CENTER LINE
610 300 8280 300 610
520 300 300
600 1850 50
360
H2
i% H1
500
CL 150 1500 150
h
8900
100 100 2050 1500 7400 1900
H3
2000
2000
100
100
500 500
1150 4000 4000 1150 3600 3600 3600
1200 1200 1200 1200 1200 1200 1200
L
L
H4
PLAN (1:150)
EP
1000 1000
8100
CL BEARING CENTER LINE
910 2567 2567 2567 910

ELEVATION (1:150)
18000 2000 SIDE ELEVATION (1:150)
1000 16000 1000
610 300 16180 300 610

520 300 300
H2
600 1850 50
i%
360
H1
CL
500
HORIZONTALLY AND @1000mm VERTICALLY 150 1500 150
h
100 100
H3
2000
8900
100
2050 1500 7400 1900
1100 4000 4000 4000 4000 1100
2000
1200 1200 1200 1200 1200
100
L
500 500
3600 3600 3600
H4
1200 1200 1200 1200
L
PLAN (1:150)
1000 1000 EP
16000
BEARING CENTER LINE
CL
910 2229 2229 2229 2229 2229 2229 2229 910

2000 13200 2000
750 11700 750
11380 8000
520 300 300
600 1850 50
360
750 750
500
50mm WEEP HOLE @2000mm
HORIZONTALLY AND @1000mm VERTICALLY 300 1200 300
8900
500 500
h
2100 1200 7700 2000
2000
2000
100
100
500 500
1100 4000 4000 4000 1100 3600 3600 3600
11700
1200 1200 1200 1200
L
1200 1200 1200 1200
L
910 2160 2160 2160 2160 2160 910
290 14200 290

ELEVATION (1:150)
18000 250 SIDE ELEVATION (1:150)
750 16500 750
610 300 16180 300 610

520 300 300
H2
600 1850 50
i%
360
H1
CL
500
50mm Ø WEEP HOLE @2000mm 300 1200 300
h
100 240
H3
2000
8900
100
2100 1200 7700 2000
1100 4000 4000 4000 4000 1100
2000
1200 1200 1200 1200 1200
100
L
500 500
3600 3600 3600
H4
1200 1200 1200 1200
L
PLAN (1:150)
750 750 EP
16500
BEARING CENTER LINE
CL
910 2229 2229 2229 2229 2229 2229 2229 910 240
ELEVATION (1:150) SIDE ELEVATION (1:150)
8880 1800
300 8280 300 500 500
Bhanga Dhaka
H2
H1 i%
1400 500
700700
700700
H3 H4
300 1200 300
1200 1200
h2
1590 5700 1590 2610
h1 1250 1250 2300 2300

H5 CL
2000
2000
5800
100
100
500 500
1100 3600 3600 1100 3600
1200 1200 1200 1200 1200

L
L
H6
PLAN(1:150)
8880
300 290 2567 2567 2567 290 300
EP
500
CL
5800
1800
500
PIER CENTER LINE BEARING CENTER LINE

9400 REV DATE DESCRIPTION APP
16780 1800
300 16180 300 500 500
H2
Bhanga Dhaka
i% H1
1400 500
700700
700700
H5 H4 H3
300 1200 300
1200 1200 1200
h3
h2
h1
2610 1890 6500 6500 1890
1200 1200 2300 2300

H6
CL
2000
2000
5800
100
100
500 500
1100 3600 3600 3600 3600 1100 3600
1200 1200 1200 1200 1200 1200 1200
L
H7
PLAN(1:150)
16780
300 290 2229 2229 2229 2229 2229 2229 2229 290 300
EP
500
5800
1800
CL
500
BEARING CENTER LINE PIER CENTER LINE

16600
12000
1800
300 11400 300
500 500
500
700 700
700 700
1400
750
750 300 1200 300
1500 4500 4500 1500 2600
h3
h2
2300 2300
h1
1400 1200 1200 1200 1400
5800
2000
2000
100
100
500 500 500 500
3600 3600 3600 3600
1200 1200 1200 1200 1200 1200

L
L
PLAN(1:100)
12000
300 2160 2160 2160 2160 2160 300
300 300
320
5800
1800
320
13000

5
SECTION Z - Z
3
1062
322
142
1 Ø 10
322
400x75
12x100
1500
1534
1500
Ø10
1500
1534
25
5
avg.4581
0
65 65
16
100
100
5
CONCRETE BLOCK DETAIL 167
n2x100
9 ～
1
(Note:Blocks to be placed @900mm) 113
f'c=Same Strength as Pile Concrete
L-1400
30100
142
A A
3x150+50
12
1250+n1x2000+1250
N4
A A
30000
2
14 Ø 32
31634
770
1
75
14 Ø 32
L+656
L-1000
Ø25
4
3121
2
0
L
16
943
h1
B B
500
500
522
500
150
1000
1000
A-A B-B
75
75
228
114
0 0
120 120

ELEVATION OF ABUTMENT 1:50 B-B 1:50 C-C 1:50
1 1a C 4
@100 5
60 500
B
500
500
1a
60
60
a
a
a
nx150
nx150
nx150
1
h
h
A A
300
60
60
60
@30
6x150
3
1000
3x300
6x150
1000
1000
2
2
2
100
100
1050
100
PILE CAP 7x150 PILE CAP75 75
1200
1050
PILE CAP
B C

Ø20 1
A-A 1:50
Ø20 1a
1
2
75
Ø20 2
7x150
2 3 Ø12 3
4
Ø20 4
75
75 125 176x100 125 75

18000
Ø20 5

ELEVATION OF ABUTMENT1:50 B-B 1:50 C-C 1:50
1 1a C 4
@100 5
500
a 60 500
500
B 1a
a 60
a 60
nx150
nx150
h
1
nx150
h
300
A A
60
60
60
3 @30
3x300
6x150
1000
1000
6x150
1000
2 2
100
2
100
75 1350 75
100
9x150
PILE CAP 1500
1350
PILE CAP PILE CAP
B C

Ø 20 1
A-A 1:50 Ø20 1a
1
Ø20
2
2
75
Ø 12 3
9x150
2 3
Ø 20 4
4
75
75 125 176x100 125 75 Ø 20 5

18000

B-B 1:50 C-C 1:50
ELEVATION OF ABUTMENT1:50 4
1 1a C @100
5
500
500
a 60 500
1a
a 60
B
60
a
nx150
nx150
h
1
h
nx150
300
A A
60
60
60
3
3x300
@30
6x150
1000
1000
6x150
1000
2
2
100
100
N2
75 1350 75
100
PILE CAP 9x150
1350 1500
PILE CAP
PILE CAP
B C

Ø 20 N1
A-A 1:50 10020 10260
120
120
Ø 20
10488 N1a
234
234
1 10020
Ø 20
75
2 5656 N2
234
234
5444
400 Ø 12
1373 1733 N3
180
180
9x150
2 3
Ø 20
4 1440 1800 N4
180
180
75
75 99x100 50 75 Ø 20 N5
1888
234
234
10100 1420

1 1a C 4
@100 5
60 500
B
500
500
1a
60
60
a
a
a
nx150
nx150
nx150
1
h
h
A A
300
60
60
60
@30
6x150
3
1000
3x300
6x150
1000
1000
2
2
2
100
100
1050
100
1200
1050
PILE CAP
B C

Ø20 1
A-A 1:50
Ø20 1a
1
2
75
Ø20 2
7x150
2 3 Ø12 3
4
Ø20 4
75
75 125 128x100 125 75

13200
Ø20 5

A-A 1:75
C B B-B 1:75
7700 300 A
5
65
4
65
a
a
300
nx150
nx150
1
h
65
65
PILE CAP
100 6x150
1000
3x300
1000
2 2
75 100 47x150 100 600 65 620 65
75
7400 PILE CAP 750
C B A

Ø20 1
C-C 1:75
5
4
65
a
Ø20 2
nx150
1
Ø12
3
Ø20 4
65
100 6x150
1000
2 Ø20
5
65 620 65
PILE CAP 750

A-A 1:75
B-B 1:75
C B A
7700 300
5
a 65
a 65
4
300
nx150
nx150
h
65
65
6x150
1000
1000
PILE CAP 75 100 47x150 100 600

100
75 65 870 65
7400 1 PILE CAP
1000
C B A

C-C 1:75
5
65
4
Ø 20 1
a
Ø20
2
nx150
1
Ø12
3
Ø 20 4
65
1000
Ø20 5
PILE CAP 65 870 65

1000

ELEVATION A-A
1
A 300 300 1200
10100 50 2x100 50
2x105 50
50 2x95 12x150 2x105 50

Ø 16
150
150
360
360
4 N3
5712
1850
550 240 4x300
9x150
1490
2450
2450
N4
2090
2397
50 2x150 140
N2
100 100
600
600
50 2x150 8x150 50
247 2x100
A 1800
ELEVATION
50125 65x150 125 50

3
8x150 2x100 50
2x150
4
1800
50
Ø 25
10047 10617 1
Ø 16
2
5012
547
1747
3
Ø 16
3152
Ø 16 5
547 912
182

ELEVATION A-A
1
A 300 400 1500
10100 502x150 50
360
360
140 21x1502x105 50
50
150
150
N3
2x105
950 240 10x300

3650
3290
27x150
N4
4650
4650
4290
N2
6x150
1000
1000
50140
50
50 14x150 50
2200
PLAN
Ø 16
50125 65x150 125 50
10312 4
3
50 14x150 50
4
2200
4597
2
347
Ø 32
10047 10617 1
3
Ø 16
5545
Ø 16
2
6612
947
2147 400
Ø 16
647 1012 5

ELEVATION A-A
1
A 300 300 1200
18000 50 2x100 50
50 2x150140 9x1502x105 50
50 2x95 12x150 2x105 50

150
150
360
360
N3
1850
550 240 4x300
1490
2450
2450
N4
2090
N2
100 100
600
600
50 2x150 8x150 50
2x100
Ø 16
A
1800
5712 4
PLAN
2397
50100 118x150 100 50 247
3
8x150 2x100 50
2x150
4
1800
50
Ø 25
17947 18517 1
Ø 16
2
5012
547
1747
Ø 16
3152
Ø 16
547 5
912
182

ELEVATION A-A
1
A 300 400 1500
18000 50 2x15050
50
360
360
140 21x150 2x105 50
150
150
N3
2x105
950 240 10x300

3650
3290
27x150
N4
4650
4650
4290
N2
6x150
1000
1000
50140
50
50 14x150 50
2200
A
Ø 16
4
10312
PLAN
4597
50 100 118x150 10050
3
50 14x150 50
347
4
2200
Ø 32
17947 18517 1
Ø 16
2
6612
3
947
2147
Ø 16
5545
Ø 16
647 1012 5 400

ELEVATION A-A
1
A 300 300 1200
13200 50 2x100 50
50 2x150140 9x1502x105 50
50 2x95 12x150 2x105 50

150
150
360
360
N3
1850
550 240 4x300
1490
2450
2450
N4
2090
N2
100 100
600
600
50 2x150 8x150 50
2x100
Ø 16
A
1800
5712 4
PLAN
2397
50100 86x150 100 50 247
3
8x150 2x100 50
2x150
4
1800
50
Ø 25
13147 13717 1
Ø 16
2
5012
547
1747
Ø 16
3152
Ø 16
547 5
912
182

3
200
A-A
1500
5
16x75
n1Ø25
1513
1500
2
3157
Ø12
0
16
Pier Cap 1
1062
75
954
100
1 33
0
120
d1
N2 Ø12
avg.4061 3
60
hi+10
5
9
145
A A 108
8 ～
75
1
(n1-1)x200
n2x75+a
b=hi+3036
hi
24Ø 32
N2
d1
1513
16x75
1500
1500
200
Pile Cap
3
ELEVATION
A B
8880
A-A
N1 Ø 12 Ø 12
8x150 100 50
A1A1 1A1A1 1A1A 742 11 1162 12
5 5 5 5 5 5 5 4492 5332
700
N3
N3
7
N4
N4
1400
N3
N3
N4
N4
1342
1342
1342
1342
8x150 100 50
700 N2 N11
742 1162
50
1400
750 N12
1590 5700 1590
N11
50
60 12x140 60
A B 1800 8 742 1162
1272～638
1272～638
1272～638
1272～638
PLAN A2A2 2A2A2 2A2A
60 80 10x100 6x150 15x100 12x150 15x100 6x150 10x100 80 60 B-B 742 1162
60
Ø 12 Ø 12
A1A1 1A1A1 1A1A avg.3718 9 avg.4558 10
N11
N9
5 5 5 5 5 5 5
7
12x140
1800
8x150 100 50
N10
N12
N11
N11
N9
1400
N12
60
N11
GROUP A
50
60 12x140 60
200 600 600 200 1800
8
N1 6 6 6 6 6 6 6
A2A2 2A2A2 2A2A
N3
N3
Ø 16
N4
N4
7
N3
N3
N4
N4 8760 9125
Ø 16
N2 8626～7662 avg.8509 8
Ø 25
8760 1
9235
350
350
Ø 25
1500 5700 5 1500
9200
658 600 600 600 600

1215 Ø 25
250658
3
93
10795
31
1215
200 200 200200 R=126

1
922 9
250
922
18
17
1215
17
2 97
R=
18
2 97
12
1215
13
04
6
2070 Ø 25
04
18
13
17
25 4
17
0 9932
18
0 5
2
2870
600
600
Ø 25
93 2500 6 2500
2 5570
93 Ø 25 2
2 10352 2 93
636
7341
HALF ELEVATION
A B
16780/2
C
A-A
N1 N6
8x150 100 50
A1 1A1 1A1A1 1A1 1A
5 5 5 5 5 5 5 5 5 Ø12 Ø12
12 13
700
762 4532 1002 5012
N3
8
1400
N4
N3
N3
N4
N4
8x150 100 50
700
1342
1342
1342
1342
N2 N12
50
1400
750 N13
762 1002
1890 6500
N12
50
60 14x120 60
A B C 1800 9
HALF PLAN A2 2A2 2A2A2 2A2 2A
60 80 13x100 6x150 14x100 125 17x150 125 14x100 3x150

B-B 762 1002
60
N10
N12
1272～638
1272～638
1272～638
1272～638
A1 1A1 1A1A1 1A1 1A
14x120
8
1800
N11
N13
8x150 100 50
762 1002
N12 Ø12 Ø 12
N10
N12
10 11
avg.3758 avg.4238
1400
N13
60
GROUP A N12
200 600 600
50
N1 60 14x120 60
1800 9
7 7 7 7 7 7 7 7 7
N3
N4
A2 2A2 2A2A2 2A2 2A

N3
N3
N4
N2 N4 C-C
Ø25 A1 1A1 1A1A1 1A1 1A
17135 1
6 6 6 6 6 6 6 6 6
16660/2
350
Ø 25 8
1500 2000 Ø25 2000 6
8x150 100 50
5 4570
4070
Ø25 N12
600 600 600 3
18900
1400
889 1215 N13
Ø25
889
200 18603 4 N12

1215
57
200200
18
1067 12
25 1067
17
1215
17
0
18
50
60 14x120 60
1215
2870
09
1800 9
18
17
15
17
18
25
0 A2 2A2 2A2A2 2A2 2A
3670
600
93 Ø 25
2 7
93 3000 6570 3000 Ø25
2 2
636
15241/2 18252
681 Ø16
16660/2 17025 8
Ø16
16526/2～15562/2 avg.16409 9
HALF ELEVATION
A B
12000/2
C
A-A
N1 N6
8x150 100 50
A1 1A1 1A1A1 1A1 1A
5 5 5 5 5 5 5 5 5 Ø12 Ø12
12 13
700
762 4532 1002 5012
N3
8
1400
N4
N3
N3
N4
N4
8x150 100 50
700
1342
1342
1342
1342
N2 N12
50
1400
750 N13
762 1002
1500 4500
N12
50
60 14x120 60
A B C 1800 9
60 80 13x100 6x150 15x100 4x150 15x100 3x150

B-B 762 1002
60
N10
N12
1272～638
1272～638
1272～638
1272～638
A1 1A1 1A1A1 1A1 1A
14x120
8
1800
N11
N13
8x150 100 50
762 1002
N12 Ø12 Ø 12
N10
N12
10 11
avg.3758 avg.4238
1400
N13
60
GROUP A N12
200 600 600
50
N1 60 14x120 60
1800 9
7 7 7 7 7 7 7 7 7
N3
N4
A2 2A2 2A2A2 2A2 2A

N3
N3
N4
N2 N4 C-C
Ø25 A1 1A1 1A1A1 1A1 1A
12355 1
6 6 6 6 6 6 6 6 6
11880/2
350
Ø25 Ø 25 8
1200 2000 5 2000 6
8x150 100 50
3770 4570
4070
Ø25 N12
600 600 600 3
14900
1400
889 1215 N13
Ø25
889
200 14603 4 N12

1215
57
200 200
18
1067 12
25 1067
17
1215
17
0
18
50
60 14x120 60
1215
870
09
1800 9
18
17
15
17
18
25
0 A2 2A2 2A2A2 2A2 2A
1670
600
93 Ø 25
2 7
93 4000 4570 Ø25
2 2
636
10461/2 18252
681 Ø16
11880/2 12245 8
Ø16
10782/2～11746/2 avg.11629 9
E A-A E-E
13000
7 75 125 84x150 125 75
10300
75 125 66x150 125 75 6
4 3
100 75
100 75
5
10x150
10x150
2000
2000
5
C 2 C 1
145
180 145
180
1200 1200 1200 1200 1200 1200 1200
1150 4000 4000 1150 1100 3600 3600 3600 1100
5
Ø16
C-C
2112
1 Ø16
1747
75 125 66x150 125 75 12897 6
12897
125 75
125 75
2 Ø 25
4
12907 13477
Ø 25
12907 13477 2
84x150
84x150
13000
A A
75 125
75 125
Ø16
10097 7
10097
Ø25
3
10107 10677
Ø25
10677 1
10107

A-A E-E
E 13000
7 75 125 84x150 125 75
18200
75 100 119x150 100 75 6
4 3
180 145 100 75
75
100
5
10x150
10x150
5
2000
2000
C 2
C 1
145
180
1200 1200 1200 1200 1200 1200 1200 1200 1200
1100 4000 4000 4000 4000 1100 1100 3600 3600 3600 1100
E
C-C Ø16
1
12897 12897 6
75 100 119x150 100 75
125 75
75
125
Ø25
5
2 13477 4
12907
2112
Ø 16
Ø25
2
1747
12907 13477
84x150
84x150
13000
A A
75 125
125
75
Ø16
18097 7
18097
Ø 25
18677 3
18107
Ø 25
1
18107 18677

A-A E-E
E
7 6
9400 5800
75 125 60x150 125 75 75 125 36x150 125 75
4 3
100 75
75
5
100
10x150
10x150
2000
2000
5
C C
145
2 1
145
180
180
1200 1200 1200 1200 1200
1100 3600 3600 1100 1100 3600 1100
E Ø25
9877
1
C-C 9307
5
1
Ø 16
2112
75 125 30x150 30x150 125 75
Ø16
125 75
125 75
6
5697 5697
1747
Ø 25
2 4
6277
5707
Ø 25
2
5707 6277
36x150
36x150
5800
A A
75 125
75 125
Ø16
7
9297 9297
Ø25
3
9307 9877

A-A E-E
E
7 6
16600 5800
75 125 108x150 125 75 75 125 36x150 125 75
4 3
145 10x150 100 75
145 10x150 100 75

5
2000
2000
5
C 2
C 1
180
180
1200 1200 1200 1200 1200 1200 1200
1100 3600 3600 3600 3600 1100

1100 3600 1100
E
C-C
5
1
Ø16
Ø 16
2112
75 125 54x150 54x150 125 75 6
5697 5697
125 75
125 75
Ø25
1747
6277 4
2 5707
Ø25
2
6277
5707
36x150
36x150
5800
A A
75 125
75 125
Ø16
16497 7
16497
Ø25
17077 3
16507
Ø25
1
16507 17077

A-A E-E
E
7 6
10300 16600
75 125 66x150 125 75 75 125 108x150 125 75
4 3
180 145 100 75
180 145 100 75

5
10x150
10x150
2000
2000
C 2
C 1 5
1200 1200 1200 1200 1200 1200 1200 1200
1150 4000 4000 1150 1100 3600 3600 3600 3600 1100
1 C-C
Ø 16 Ø 16
125 75
10127 7 16526 6
2 10127 16526
Ø25 Ø 25
10707
3 17106 4
10137 16536
Ø 25 Ø 25
2
10137 10707 1 16536 17106
108x150
16600
5
Ø 16
2122
1757
A A
75 125
2x60

A-A E-E
E
7 6
18200 16600
75 100 119x150 100 75 75 125 108x150 125 75
4 3
180 145 100 75
180 145 100 75

5
10x150
10x150
5
2000
C C
2000
2 1
1200 1200 1200 1200 1200 1200 1200 1200 1200 1200
1100 4000 4000 4000 4000 1100 1100 3600 3600 3600 3600 1100
E Ø16 7
18127
18127
Ø25
3
18137 18707
Ø 25
18137 18707 1
Ø 16
1 C-C 16526 6
5
16526
Ø 16
2122
125 75
Ø 25
2
16536 17106 4
1757
Ø 25
2
16536 17106
108x150
16600
A A
75 125
2x60
120

13000 5800
75 125 84x150 125 75 75 125 36x150 125 75
123 75
123 75
10x150
10x150
2000
2000
123
123
180
180
1200 1200 1200 1200 1200 1200
1100 3600 3600 3600 1100 1100 3600 1100

125 75
36x150
5800
75 125

14200 13000
75 125 92x150 125 75 75 125 84x150 125 75
123 75
123 75
10x150
10x150
2000
2000
180 123
180 123
1200 1200 1200 1200 1200 1200 1200 1200
1100 4000 4000 4000 1100 1100 3600 3600 3600 1100
84x150 125 75
13000
75 125

ELEVATION(1:200) SIDE ELEVATION(1:200)
2442 12330
916 10499 916 6553
BEARING CENTER LINE
745 366 10108 366 745 344 300300
6001550 50
360
H2 i% H1
500
C 50mm Ø WEEP HOLE @2000mm 300 1200 300
L
h
7453
122916 916 122 2100 1200 6253 2000
H3
2000
2000
100
100
1353 1353
1404 4883 4883 1404 2949 2949 2949
1200 1200 1200 1200 1200 1200 1200
L
H4
PLAN (1:200)
916 916
EP
35° 10499
00
36
CL 75
0
75
0
00
BEARING CENTER LINE

36
1111 3133 3133 3133 1111

354 12574 354

21974 2442
916 20143 916 BEARING CENTER LINE 6553
745 366 19752 366 745 344 300300
6001550 50
360
H2
H1
500
i%
C 300 1200 300
50mm Ø WEEP HOLE @2000mm L

h
7453
122 916 916 122 2100 1200 6253 2000
H3
2000
2000
100
100
1353 1353
1343 4883 4883 4883 4883 1343 2949 2949 2949
1200 1200 1200 1200 1200 1200 1200 1200 1200

L
L
H4
PLAN(1:200)
916 916
EP
20143 35°
00
36
75
0
0 LC
00
36
00
36
1111 2721 2721 2721 2721 2721 2721 2721 1111

354 22218 354
ELEVATION (1:150)
2000 10100
SIDE ELEVATION(1:150)
750 8600 750
610 300 8280 300 610
520 300 300
600 1850 50
H2
H1
360
i%
CL
500
300 1200 300
h
100 750 750 100
H3 8900
2100 1200 7700 2000
2000
100
2000
100
1150 4000 4000 1150
500 500
1200 1200 1200 3600 3600 3600
L
1200 1200 1200 1200
L
H4
PLAN(1:150)
EP
750 750
8600
BEARING CENTER LINE

CL
910 2567 2567 2567 910

290 10300 290

ELEVATION (1:150)
18000 2000
750 16500 750
610 300 16180 300 610

520 300300
H2
600 1850 50
H1 i%
360
CL
500
50mm Ø WEEP HOLE @2000mm 300 1200 300
h
100 100
H3
2000
8900
100
2100 1200 7700 2000
1100 4000 4000 4000 4000 1100
2000
1200 1200 1200 1200 1200
100
L
500 500
3600 3600 3600
H4
1200 1200 1200 1200
L
PLAN (1:150)
750 750 EP
16500
BEARING CENTER LINE
CL
910 2229 2229 2229 2229 2229 2229 2229 910

ELEVATION (1:150)
21750 2000
750 20250 750
8000
610 300 300 610 BEARING CENTER LINE
19930
520 300 300
600 1850 50
360
i% H2
500
H1
CL 300 1200 300
8900
h
225 225 2100 1200 7700 2000
H3
2000
2000
100
100
500 500
1100 4000 4000 4000 4000 4000 1100 3600 3600 3600
1200 1200 1200 1200 1200 1200 1200 1200 1200 1200
L
L
H4
PLAN (1:150)
EP
750 750
20250
BEARING CENTERL LINE
CL
910 2150 2150 2150 2150 2150 2150 2150 2150 2150 910
290 22200 290
ELEVATION (1:150)
18000 2000
750 16500 750
610 300 16180 300 610

520 300300
H2
600 2050 50
H1 i%
360
CL
500
50mm Ø WEEP HOLE @2000mm 300 1200 300
h
100 100
H3
2000
8900
100
2100 1200 7700 2000
1100 4000 4000 4000 4000 1100
2000
1200 1200 1200 1200 1200
100
L
500 500
3600 3600 3600
H4
1200 1200 1200 1200
L
PLAN (1:150)
750 750 EP
16500
BEARING CENTER LINE
CL
910 2229 2229 2229 2229 2229 2229 2229 910

ELEVATION(1:150) SIDE ELEVATION (1:150)
10840 1800
366 10108 366 328 328
Bhanga Dhaka
H1 H2
1200 500
600 600
i%
600 600
H3 H4
1941 6958 1941 3186 300 1200 300
1200 1200
h2
h1
1021 1021 2300 2300
H5
CL
2000
2000
5800
500 500
1100 4000 4000 1100 3600
L
L
1200 1200 1200 1200 1200
H6
PLAN (1:150)
10840 35°
366 3133 3133 3133 366
354 354
LC
EP
0
40
5800
4 0 2 197
0
PIER CL BEARING CL
10200
20485
1800
366 19752 366
400 400
1200 500
600600
600600
300 1200 300
1200 1200 1200
h1
h3
h2
3186 2307 7935 7935 2307
565 565 2300 2300
2000
2000
5800
500 500
1100 4000 4000 4000 4000 1100 3600
1200 1200 1200 1200 1200 1200 1200
L
PLAN (1:150)
35° 20485
366 2721 2721 2721 2721 2721 2721 2721 366
354 354
LC
EP
2 1 4 88
5800
97
8
48
BEARING CL PIER CL
18200

16780 1900
300 16180 300 500 500
H2
Bhanga Dhaka
i% H1
1500 500
750750
750750
H5 H4 H3
300 1300 300
1300 1300 1300
h3
h2
h1
2610 1890 6500 6500 1890
1200 1200 2250 2250

H6
CL
2000
2000
5800
500 500
1100 3600 3600 3600 3600 1100 3600
1200 1200 1200 1200 1200 1200 1200
L
H7
PLAN(1:150)
16780
300 290 2229 2229 2229 2229 2229 2229 2229 290 300
EP
500
5800
1800
CL
500

16600
5
SECTION Z - Z
3
1062
322
142
1 Ø 10
322
400x75
12x100
1500
1534
1500
Ø10
1500
1534
25
5
avg.4581
0
65 65
16
100
100
5
n2x100
9 ～
1
L-1400
30100
142
A A
3x150+50
12
1250+n1x2000+1250
N4
A A
30000
2
14 Ø 32
31634
770
1
75
14 Ø 32
L+656
L-1000
Ø25
4
3121
2
0
L
16
943
h1
B B
500
500
522
500
150
1000
1000
A-A B-B
75
75
228
114
0 0
120 120

1 1a C 4
@100
5
60 500
500
B
500
1a
60
60
a
a
a
nx150
nx150
1
h
nx150
h
300
A
60
60
60
@30
3
6x150
3x300
1000
1000
6x150
1000
2
100
2
100
1050
PILE CAP75 75
100
PILE CAP 7x150
1200
PILE CAP 1050
B C

A-A 1:50 Ø 20 1
Ø 20 1a
1
2
75
Ø 20 2
400
7x150
2 3 Ø12 3
4
75
75 125 97x100 125 75 Ø 20

4
10100
Ø20 5

1 1a C 4
@100
5
60 500
500
500
B 1a
60
60
a
a
a
nx150
nx150
nx150
1
h
h
A A
300
60
60
60
@30
3
6x150
3x300
1000
6x150
1000
1000
2 2
2
100
100
100
1050
PILE CAP 1050 1200
B C

A-A 1:50 Ø20 1
Ø20 1a
1
2
75
Ø20 2
7x150
2 3 Ø12 3
4
Ø20 4
75
75 125 176x100 125 75

18000
Ø20 5

ELEVATION OF ABUTMENT 1:50
1 1a C B-B 1:50 C-C 1:50
4
60 500
@100 5
B
500
500
1a
60
a
60
a
a
nx150
A A
nx150
nx150
1
h
h
300
60
60
6x150
60
1000
@30
3
2
3x300
6x150
1000
1000
100
2 2
100
PILE CAP
100
PILE CAP 7x150 PILE CAP75 1050 75
1050 1200
B C

A-A 1:50 Ø20 1
Ø20 1a
1
2
75
Ø20 2
7x150
2 3 Ø12 3
4
Ø20 4
75
75 216x100 75
21750
Ø20 5

A-A 1:75
C B B-B 1:75
7700 300 A
5
65
4
65
a
a
300
nx150
nx150
1
h
65
65
PILE CAP
100 6x150
1000
3x300
1000
2 2
75 100 47x150 100 600 65 620 65
75
7400 PILE CAP 750
C B A

Ø20 1
C-C 1:75
5
4
65
a
Ø20 2
nx150
1
Ø12
3
Ø20 4
65
100 6x150
1000
2 Ø20
5
65 620 65
PILE CAP 750

ELEVATION A-A
1
A 300300 1200
12330 50 2x10050
50 2x150 140 7x150 2x105 50
50 2x95 10x150 2x105 50

Ø16
150
150
360
360
5220 7 N3
1550
550 240 3x300
1190
2150
2150
N4
1790
2097
N2
100 100
600
600
2x150
50 8x150 50
301 2x100
1800
A
PLAN
61 9x150 9508 9x150 61

3
8x150 2x100 50
2x150
4
7 6
1800
55°
50
2
1395 72x150 135
12330
Ø25
12255 12825 1
Ø16
4
5112
6
3116
Ø16
Ø16
5
3
4318
2097
2945
Ø16
547
Ø16
5012 2 1400 400
547
1747 400
Ø16
547 8
912
ELEVATION A-A
1
A 300300 1200
21974 50 2x10050
50 2x150140 7x150 2x105 50
50 2x95 10x150 2x105 50

Ø16
150
150
360
360
7 N3
5220
1550
550 240 3x300
1190
2150
2150
N4
1790
2097
N2
100 100
600
600
502x150 8x150 50
301 2x100
1800
A
PLAN
61 9x150 19152 9x150 61

3
8x150 2x100 50
2x150
4
7 6
1800
55°
50
2
1417 136x150 157
21974
53 25
21899 22469 1
Ø16
4
Ø16 5112
5012 2
6
547
1747
3
3116
Ø16
Ø16
2097
5
2945
Ø16
4318
Ø16
547
547 8 1400 400

912
400
247
ELEVATION A-A
1
Ø16
A 5712
4
300 300 1200
21750 50 2x10050
502x150 140 9x1502x105 50
50 2x95 12x150 2x105 50

150
150
360
360
N3
2397
1850
550 240 4x300
1490
2450
2450
N4
2090
247 N2
100 100
600
600
502x150 8x150 50
2x100
1800
A
PLAN
50 100 143x150 100 50

3
8x150 2x100 50
2x150
4
1800
50
Ø25
21697 22267 1
3
Ø16
2
5012
3152
Ø16
547
1747
182
Ø16
547 5
912

ELEVATION A-A
Ø 16
1 4
2h+812
A 300 300 1200
18000 50 2x100 50
150 50
2x105 50
h-53
100 100 (n-3)x150 150
360
360
N3
2x105
h-600
550 240 4x300
h-960
nx150
N4
h-360
h
h
247
50 2x150140
N2
2x95
600
600
2x150
50
50 8x150 50
2x100
A 1800
PLAN
50100 118x150 100 50

3
8x150 2x100 50
2x150
4
1800
50
Ø 25
17947 18517 1
Ø 16 547
2
5012
182
547
1747
h-413
h+845
Ø 16
Ø 16
182
547 5
912 347

ELEVATION A-A
1
A 300 300 1200
10100 50 2x100 50
50
2x105 50
Ø 16
150
360
360
150
4 N3
2h+812
2x105
h-600
(n-3)x150
550 240 4x300

h-960
nx150
N4
h-360
h
h
50 2x150 140
h-53
100 100
N2
2x95
600
600
2x150
50
50 8x150 50
247 2x100
A 1800
PALN
50125 65x150 125 50

3
8x150 2x100 50
2x150
4
1800
50
Ø 25
10047 10617 1
Ø 16
2
5012
547
547
182
1747
3
h-413
h+845
Ø 16
Ø16
182
547 5 347
912

ELEVATION A-A
1
A 300300 1200
10100 50 2x10050
150 50
14x150 2x105 50
150
360
360
N3
2x105
Ø16
4
550 2x220 4x300

6140
2050
10x150
1690
2650
2650
N4
2290
100100 2x95
2604
N2
2x150
600
600
50 90
2x150
50
50 8x150 50
2x100 1800
A 254
PALN
50125 65x150 125 50

3
8x150 2x100 50
2x150
4
1800
50
Ø 25
10047 10617 1
Ø16
2
5040
3
554
1754
3463
Ø 16
Ø 16
554 5
919 400

ELEVATION A-A
1
A 300300 1200
18000 50 2x10050
150 50
50
150
360
360
N3
2x105
2x105
Ø16
4
550 2x220 4x300

6140
2050
10x150
1690
2650
2650
N4
14x150
2290
100100 2x95
2604
N2
2x150
600
600
50 90
2x150
50
50 8x150 50
2x100 1800
A 254
PALN
50 100 118x150 100 50

3
50 8x150 2x100 50
2x150
4
1800
Ø 25
17957 18527 1
Ø16
2
5040
3
554
1754
3463
Ø 16
Ø 16
554 5
919 400

3
200
A-A
1500
5
16x75
n1Ø25
1513
1500
2
3157
Ø12
0
16
Pier Cap 1
1062
75
954
100
1 33
0
120
d1
N2 Ø12
avg.4061 3
60
hi+10
5
9
145
A A 108
8 ～
75
1
(n1-1)x200
n2x75+a
b=hi+3036
hi
24Ø 32
N2
d1
1513
16x75
1500
1500
200
Pile Cap
3
3
A-A
200
1
75
5
1500
16x75
1513
1500
n1Ø25
3435 2
Ø12
1 46
0
130
0
1164
16
100
1 3
104
d1
Ø12
avg.4381 3
60
hi+10
5 N2
A A 0 ～
156
1
119
1
75
(n1-1)x200
b=hi+3036
hi
24 Ø 32
n2x75+a
N2
d1
1513
16x75
1500
1500
200

ELEVATION A-A B-B
A B A1 1A1 1A1 1 1A1 1A1 1A
5 5 5 5 5 5 5 5 5 5 5
A1 1A1 1A1 1 1A1 1A1 1A
5 5 5 5 5 5 5 5 5 5 5
8880
7 7
N1
50 6x150 2x100 50
6x150 2x100 50
6x150 2x100 50
N11 N11
600
N3
N3
N4
N4
1200
1200
1200
N12
N3
N3
N12
N4
N4
600
N2 N11 N11
50 80 80 50 50 80 80 50
50
750 14x110
50
14x110
1590 5700 1590 1800 8 1800
8
A2 2A2 2A2 2 2A2 2A2 2A 6 6 6 6 6 6 6 6 6 6 6
A2 2A2 2A2 2 2A2 2A2 2A
A B
Ø16
7
PLAN 8780 9145
Ø16
50 90 10x100 6x150 12x100 16x150 12x100 6x150 10x100 90 50 8470～7720 8
avg.8460
80 50
N11
N9
Ø 12 11 Ø 12
669 1139 12
3940 4880
14x110
1800
N10
N12
1139
1139
1139
1139
N11
N9
50 80
669 1139
GROUP A 669 1139

200 600 600 200
1078～526
1078～526
1078～526
1078～526
N1
N3
N3
669 1139
N4
N4
N3
N3
N4
N4
Ø 12 Ø 12
9 10
N2 avg.3266 avg.4206
Ø 22
8780 1
9382
Ø 22
400
400
1500 5700 5 1500
9200
678 600 600 600 600

1025
678
Ø 22
95
1025
9
25 200200 200 200 3

95
9
50
842 0
14
0 1025 25 9934
14
50
842
1025
11
91
2450
50
Ø 22
14
91
11
25 4
14
50
0 0 9598
25
3250
400
400
Ø 22
88 2500 6 2500
6 5502
88 Ø 22 6
6 2 88
554
7345 9856
HALF ELEVATION
A C
16780/2
B
A-A C-C
6x1502x100 50
N1
A1 1A1 1A1 1 1 1A1 1A1 1A A1 1A1 1A1 1 1 1A1 1A1 1A
600
5 5 5 5 5 5 5 5 5 5 5 5 6 6 6 6 6 6 6 6 6 6 6 6
N3
1200
N3
N4
N3
N4
N4
8 8
600
6x1502x100 50
6x1502x100 50
N2
N12 N12
50
750
1200
1200
1890 6500 N13 N13
N12 N12
A B C
50
50
50 17x100 50 50 17x100 50
9
HALF PLAN 1800 1800
9
50 90 13x100 6x150 13x100 20x150 13x100 3x150 A2 2A2 2A2 2 2 2A2 2A2 2A A2 2A2 2A2 2 2 2A2 2A2 2A
50
B-B Ø12 12 Ø12 13

N10
N12
639 3880 1139 4880
A1 1A1 1A1 1 1 1A1 1A1 1A
17x100
1800
N11
N13
1139
1139
1139
1139
8
6x1502x100 50
N12 639 1139
N10
N12
1200
N13
50
639 1139
200 600 GROUP A 600
N12
1078～526
1078～526
1078～526
1078～526
N1
50
50 17x100 50
1800 9
N3
639 1139
N3
7 7 7 7 7 7 7 7 7 7 7 7
N4
N3
N4
N4
A2 2A2 2A2 2 2 2A2 2A2 2A Ø12 Ø 12
N2 avg.3206 10 avg.4206 11
Ø 22
16680/2 1
17282
Ø 22
400
1500 2000 Ø 22
5
2000 4502 6
4002
Ø 22
600 600 600 3
812 18423
1025
Ø 22
812
200 18084 4
1025
200200
48
50
14
975
11
25 1025
14
50
0
1025
975
3250
50
79
14
14
13
50
25
0
400
4050
88 Ø 22
6 7
88 3000 6502 3000 Ø 22
6 2
554
15245/2 17756
692 Ø 16
16680/2 17045 8
Ø 16
16370/2～15620/2 9
avg.16360

HALF ELEVATION
A 16780/2 B C 816
Ø12
4846 12 1086
Ø12
5386 13
N1
A-A
2x100 50
1445
1445
1445
1445
A1 1A1 1A1A1 1A1 1A
750
5 5 5 5 5 5 5 5 5
N3
1500
N4
N3
N3
8x150
N4
N4
8 816 1086
750
2x100 50
N2
N12
50
750
1500
N13
8x150
1890 6500
816 1086
N12
1369～679
1369～679
1369～679
1369～679
A B C 50 120 12x130 120 50
50
1900 9
816 1086
Ø12 Ø12
50 90 13x100 6x150 16x100 16x150 16x100 3x150 avg.4004 10 avg.4544 11
B-B
50 120 12x130 120 50
N10 N11 N10
N12 N13 N12

A1 1A1 1A1A1 1A1 1A
1900
2x100 50
N12
1500
N13
8x150
GROUP A N12
200 600 600
N1
50 120 12x130 120 50
50
1900 9
N3 N4 N4 N3
N3 N4
7 7 7 7 7 7 7 7 7
A2 2A2 2A2A2 2A2 2A
N2
16680/2
Ø 28
1 C-C
17228
400
Ø 28 A1 1A1 1A1A1 1A1 1A

1500 2000 Ø28 2000 4638 6 6 6 6 6 6 6 6 6 6
5
4138 8
Ø28
2x100 50
600 600 600 3
922 1305 19093
N12
922
04 18 Ø 28
1305
25 131106 200 200 46 4
1500
N13
8x150
4 200 18813
0 1305 6 18
N12
1106
64 18
1305
15 46 2690 46
18 50 120 12x130 120 50
50
25
0
3490 1900 9
Ø 28 A2 2A2A
2A2A2 2A2 2A
7
600
97 3000 6638 3000

4
97 Ø 28
4 15239/2 2
18337
689
689 Ø 16
16680/2 17045 8
Ø 16
16439/2～15539/2 avg.16354 9
E 1/2A-A F 1/2B-B 1/2E-E 1/2F-F
7 6
10300 13000
75125 66x150 125 75 75125 84x150 125 75
3
180 122.5 122.5 75

4
180 122.5 122.575

5
10x150
10x150
2000
2000
N8
N8
N8
N8
N8
N8
N8
N8
N8
N8
N8
N8
N8
N8
N8
N8
N8
N8
N8
5
C 2 C 1
1200 1200 1200 1200 1200 1200 1200
1150 4000 4000 1150 1100 3600 3600 3600 1100
E F
5
2157
Ø16
Ø16
6
1 C-C 12897
12897
1792
125 75
Ø 25
12907 13477 4
2
8
Ø 25
2
2157
Ø 16
12907 13477
1792
B B
84x150
13000
A A
75125
Ø16
7
10197 10197
Ø 25
10207 10777 3
Ø 25
1
10207 10777
E 1/2A-A F 1/2B-B 1/2E-E 1/2F-F
7 6
18200 13000
75100 119x150 100 75 75125 84x150 125 75
4 3
180122.5122.575
180122.5122.575
5
10x150
10x150
2000
2000
N8
N8
N8
N8
N8
N8
N8
N8
N8
N8
N8
N8
N8
N8
N8
N8
N8
N8
N8
N8
N8
N8
N8
N8
N8
N8
5
C 2 C 1
1200 1200 1200 1200 1200 1200 1200 1200 1200
1100 4000 4000 4000 4000 1100 1100 3600 3600 3600 1100
E F
5
2157
Ø16
Ø16
12897 12897 6
C-C
1792
1
Ø25
4
12907 13477
125 75
8
2 Ø25
13477 2
2157
Ø16
12907
1792
B B
84x150
13000
A A
75125
Ø16
18097 18097 7
Ø 25
18107 18677 3
Ø 25
1
18107 18677

E 1/2A-A F 1/2B-B 1/2E-E 1/2F-F
7 6
9400 5800
75 125 60x150 125 75 75 125 36x150 125 75
4 3
180 122.5 10x150 122.5 75
180 122.5 10x150 122.5 75

5
5
2157
Ø 16
2000
2000
N8
N8
N8
N8
N8
N8
N8
N8
N8
N8
N8
N8
N8
5
1792
C 2 C 1
1200 1200 1200 1200 1200
1100 3600 3600 1100 1100 3600 1100
E F
Ø16
1 C-C 5697 6
5697
8
125 75
2157
Ø16
Ø 25
4
5707 6277
1792
2
Ø 25
6277 2
5707
B B
36x150
5800
75 125
A A
Ø16
7
9297 9297
Ø 25
3
9307 9877
Ø 25
9877 1
9307
E 1/2A-A F 1/2B-B 1/2E-E 1/2F-F
7 6
16600 5800
75 125 108x150 125 75 75 125 36x150 125 75
4 3
122.575
122.5 75
5
10x150
10x150
2000
2000
N8
N8
N8
N8
N8
N8
N8
N8
N8
N8
N8
N8
N8
N8
N8
N8
N8
N8
N8
5
180 122.5
180 122.5
C 2 C 1
5
2157
Ø16
1200 1200 1200 1200 1200 1200 1200
1100 3600 3600 3600 3600 1100 1100 3600 1100
1792
E F
Ø16
5697 6
5697
8
2157
Ø16
Ø25
1 C-C 6277
4
5707
1792
125 75
Ø25
6277 2
5707
2
B B
36x150
5800
75 125
A A
Ø16
7
16497 16497
Ø 25
3
16507 17077
Ø25
1
16507 17077

E 1/2A-A F 1/2B-B 1/2E-E 1/2F-F
7 6
22200 13000
75 147x150 75 75125 84x150 125 75
180122.5 122.5 75
4 3
123 75
5
10x150
10x150
2000
2000
N8
N8
N8
N8
N8
N8
N8
N8
N8
N8
N8
N8
N8
N8
N8
N8
N8
N8
N8
N8
N8
N8
N8
N8
N8
N8
N8
N8
N8
5
C 2 C 1
180 123
1200 1200 1200 1200 1200 1200 1200 1200 1200 1200
5
1100 4000 4000 4000 4000 4000 1100 1100 3600 3600 3600 1100
2157
Ø16
E F Ø16
6
1792
12897 12897
Ø25
1 C-C 13477 4
8
12907
2157
Ø16
125 75
Ø25
13477 2
2 12907
1792
B B
84x150
13000
A A
75125
Ø16
7
22097 22097
Ø25
3
22107 22677
Ø25
22677 1
22107
E 1/2A-A F 1/2B-B 1/2E-E 1/2F-F
7 6
12574 13000
75137 81x150 137 75 75125 84x150 125 75
3
180 122.5 122.5 75

4
180 122.5 122.575

5
10x150
10x150
2000
2000
N8
N8
N8
N8
N8
N8
N8
N8
N8
N8
N8
N8
N8
N8
N8
N8
N8
N8
N8
5
C 2 C 1
1200 1200 1200 1200 1200 1200 1200
1404 4883 4883 1404 1100 3600 3600 3600 1100
E F
5
2157
Ø16
Ø16
6
12897
12897
C-C
1792
1
Ø 25
13477 4
75
12907
5
12
8
2 Ø 25
2
2157
Ø 16
12907 13477
1792
B B
0
0
x 15
00
13
84
A A
5
12
Ø16
7
75
12470 12470
Ø 25
12480 13050 3
Ø 25
1
12480 13050
E 1/2A-A F 1/2B-B 1/2E-E 1/2F-F
7 6
22218 13000
75159 145x150 159 75 75125 84x150 125 75
4 3
180122.5122.575
180122.5122.575
5
10x150
10x150
2000
2000
N8
N8
N8
N8
N8
N8
N8
N8
N8
N8
N8
N8
N8
N8
N8
N8
N8
N8
N8
N8
N8
N8
N8
N8
N8
N8
5
C 2 C 1
1200 1200 1200 1200 1200 1200 1200 1200 1200
1343 4883 4883 4883 4883 1343 1100 3600 3600 3600 1100
E F
5
2157
Ø16
Ø16
12897 12897 6
C-C
1792
1
Ø25
4
13477
75
12907
5
12
8
2 Ø25
13477 2
2157
Ø16
12907
1792
B B
0
0
x 15
00
13
84
A A
5
12
75
Ø16
7
22118 22118
Ø 25
3
22125 22695
Ø 25
22695 1
22125
ELEVATION(1:150)
2000 10100 SIDE ELEVATION (1:150)
750 8600 750
610 300 8280 300 610
420 300300
H2
600 1550 50
i% H1
360
CL
500
300 1200 300

h
100 750 750 100
H3 8900
2100 1200 7700 2000
2000
100
2000
1150 4000 4000 1150
100
1200 1200 1200 500 500
L
3600 3600 3600
1200 1200 1200 1200
H4
L
PLAN (1:150)
EP
750 750
8600
BEARING CENTER LINE
CL
910 2567 2567 2567 910

ELEVATION (1:150)
750
18000
16500 750
2000
610 300 16180 300 610

H2 420 300 300
i%
600 1550 50
H1
360
CL
500
300 1200 300
hc
100 100
H3
h
2100 1200 7700 2000
2000
100
2000
500 500
100
1100 4000 4000 4000 4000 1100
1200 1200 1200 1200 1200 500 500
3600 3600 3600
L
1200 1200 1200 1200
L
H4
PLAN(1:150)
EP
750 750
16500
BEARING CENTER LINE
CL
910 2229 2229 2229 2229 2229 2229 2229 910

ELEVATION (1:150)
2000 10100
750 8600 750
610 300 8280 300 610
520 300 300
600 1850 50
H2
H1
360
i%
CL
500
300 1200 300
h
100 750 750 100
H3 8900
2100 1200 7700 2000
2000
100
2000
100
1150 4000 4000 1150
500 500
1200 1200 1200 3600 3600 3600
L
1200 1200 1200 1200
L
H4
PLAN(1:150)
EP
750 750
8600
BEARING CENTER LINE

CL
910 2567 2567 2567 910

290 10300 290

ELEVATION (1:150)
750
18000
16500 750
2000
610 300 16180 300 610

520 300300
H2
600 1850 50
H1 i%
360
CL
500
Ø HOLE @2000mm
50mm WEEP 300 1200 300
h
100 100
H3
2000
8900
2100 1200 7700 2000
1100 4000 4000 4000 4000 1100
2000
1200 1200 1200 1200 1200
L
500 500
3600 3600 3600
H4
1200 1200 1200 1200
L
PLAN (1:150)
750 750 EP
16500
BEARING CENTER LINE
CL
910 2229 2229 2229 2229 2229 2229 2229 910

13150
750 11650 750 BEARING CENTER LINE 8000
610 300 11330 300 610 PLAN(1:150) 520 300 300
50
360
EP
600 2050
H2 i% H1
500
300 1200 300
CL
5350 750 750
h
8900
525 525 2100 1200 7700 2000
H3
2000
2000
5350
100
100
11650
BEARING CENTER LINE 500 500
1100 4000 4000 4000 1100 3600 3600 3600
1200 1200 1200 1200 1200 1200 1200 1200
L
910 2150 2150 2150 2150 2150 910
H4 290 14200 290

8880 1800
300 8280 300 400 400
Bhanga Dhaka
H2
600
H1 i%
1200 500
600 600
H3 H4
600
300 1200 300
1200 1200
h2
h1
1590 5700 1590 2610
1250 1250 C 2300 2300

H5
L
2000
2000
5800
100
100
500 500
1100 3600 3600 1100 3600
1200 1200 1200 1200 1200

L
L
H6
PLAN(1:150)
8880
300 290 2567 2567 2567 290 300
CL
EP
400 400
5800
1800
PIER CL BEARING CL

16780 1800
300 16180 300 400 400
H2 Bhanga Dhaka
600
i%
1200 500
H1
H5
600
H4 H3
600
600
300 1200 300
1200 1200 1200

h3
2610 1890 6500 6500 1890
h2
h1
CL 1200 1200 2300 2300
H6
5800
2000
2000
100
100
500 500
1100 3600 3600 3600 3600 1100 3600
1200 1200 1200 1200 1200 1200 1200
L
H7
PLAN(1:150)
16780
300 290 2229 2229 2229 2229 2229 2229 2229 290 300
CL
EP
400 400
5800
1800

16600
16780 1800
300 16180 300 500 500
H2
Bhanga Dhaka
i% H1
1400 500
700700
700700
H5 H4 H3
300 1200 300
1200 1200 1200
h3
h2
h1
2610 1890 6500 6500 1890
1200 1200 2300 2300

H6
CL
5800
2000
2000
100
100
500 500
1100 3600 3600 3600 3600 1100 3600
1200 1200 1200 1200 1200 1200 1200
L
H7
PLAN(1:150)
16780
300 290 2229 2229 2229 2229 2229 2229 2229 290 300
EP
500
5800
1800
CL
500

16600
16780 1800
300 16180 300 850 950
380520
500
700 700 500

700 700 300
1400
750
750
1200 1200 1200
1890 6500 6500 1890 2610 300 1200 300
h3
h2
h1
1200 1200 2300 2300
5800
2000
2000
100
100
500 500
1100 3600 3600 3600 3600 1100 3600
1200 1200 1200 1200 1200 1200 1200
L
L
PLAN(1:100)
16780
590 2229 2229 2229 2229 2229 2229 2229 590
300
520 380
5800
1800
300
EP
590 2229 2229 2229 2229 2229 2229 2229 590

16600

ELEVATION (1:100)
1800
8880 850 950
300 8280 300 380520
500
700 700 500

700 700 300
1400
750 1200 1200 750
2610 1590 5700 1590 300 1200 300
h2
h1
1250 1250 2300 2300
5800
2000
2000
100
100
500 500
1100 3600 3600 1100 3600
1200 1200 1200 1200 1200
L
PLAN(1:100)
8880
590 2567 2567 2567 590
300
EP
520 380
5800
1800
300
590 2567 2567 2567 590

9400

1 1a C 4
@100 5
500
60 500
500
B 1a
60
60
a
a
nx150
nx150
1
h
nx150
h
300
A
60
60
60
@30
3
3x300
6x150
1000
1000
6x150
1000
2
100
2
100
1050
PILE CAP75 75
100
PILE CAP 7x150
1200
1050
PILE CAP
B C

Ø 20 1
A-A 1:50
Ø 20 1a
1
2
75
Ø 20 2
400
7x150
2 3 Ø12 3
4
75
75 130x100 75 Ø 20
4
13150
Ø20 5

ELEVATION A-A
1
A 300 300 1200
10100 50 2x100 50
150 50
50
Ø 16
150
360
360
4 N3
2h+812
2x105
2x105
h-600
(n-3)x150
4x300
h-960
N4
nx150
h
h
h-360
h-53
50 2x150 140
550 240
100 100
N2
2x95
600
600
2x150
50
50 8x150 50
247 2x100
A 1800
PLAN
50 125 65x150 125 50
3
50
2x150
4
8x150 2x100
1800
50
Ø 25
10047 10617 1
Ø 16
2
5012
547
547
182
1747
3
h-413
h+845
Ø 16
Ø16
182
547 5 347
912

ELEVATION A-A
Ø 16
1 4
A
2h+812
300 300 1200
18000 50 2x100 50
150 50
50
h-53
150
360
360
N3
2x105
2x105
h-600
(n-3)x150
4x300
h-960
nx150
N4
h
h
h-360
247
50 2x150 140
550 240
100 100
N2
2x95
600
600
2x150
50
50 8x150 50
2x100
A 1800
PLAN
50 100 118x150 100 50
3
8x150 2x100 50
2x150
4
1800
50
Ø 25
17947 18517 1
Ø 16 547
2
5012
182
547
1747
h-413
h+845
Ø 16
Ø 16
182
547 5
912 347

ELEVATION A-A
1
A 300 300 1200
13150 50 2x100 50
150 50
50
150
360
360
N3
2x105
2x105
Ø16
4
6140
2x220 4x300
2050
10x150
1690
N4
2650
2650
14x150
2290
100 100 2x95
2604
N2
2x150
600
600
550
50 90
2x150
50
50 8x150 50
2x100 1800
A 254
PALN
50 87x150 50
3
8x150 2x100 50
2x150
4
1800
50
Ø 32
13104 13834 1
Ø16
2
5040
3
554
1754
3463
Ø 16
Ø 16
554 5
919 400

3
200
A-A
1500
5
16x75
n1Ø25
1513
1500
2
3157
Ø12
0
16
Pier Cap 1
1062
75
954
100
1 33
0
120
d1
N2 Ø12
avg.4061 3
60
hi+10
5
9
145
A A 108
8 ～
75
1
(n1-1)x200
n2x75+a
b=hi+3036
hi
24Ø 32
N2
d1
1513
16x75
1500
1500
200
Pile Cap

ELEVATION A-A B-B
A B
8880
A1 1A1 1A1 1 1A1 1A1 1A
5 5 5 5 5 5 5 5 5 5 5
A1 1A1 1A1 1 1A1 1A1 1A
5 5 5 5 5 5 5 5 5 5 5
7 7
N1
50 6x150 2x100 50
6x150 2x100 50
6x150 2x100 50
N11 N11
600
N3
N3
N4
N4
1200
1200
1200
N12
N3
N3
N12
N4
N4
600
N11 N11
N2
50 80 80 50 50 80 80 50
50
750 14x110
50
14x110
1590 5700 1590 1800 8 1800
8
A2 2A2 2A2 2 2A2 2A2 2A 6 6 6 6 6 6 6 6 6 6 6
A B
A2 2A2 2A2 2 2A2 2A2 2A
Ø16
7
PLAN 8780 9145
Ø16
50 90 10x100 6x150 12x100 16x150 12x100 6x150 10x100 90 50 8470～7720 8
avg.8460
80 50
N11
N9
Ø 12 11 Ø 12
669 1139 12
3940 4880
14x110
1800
N10
N12
1139
1139
1139
1139
N11
N9
50 80
669 1139
GROUP A 669 1139

200 600 600 200
1078～526
1078～526
1078～526
1078～526
N1
N3
N3
669 1139
N4
N4
N3
N3
N4
N4
Ø 12 Ø 12
9 10
avg.3266 avg.4206
N2
Ø 22
8780 1
9382
Ø 22
400
400
1500 5700 5 1500
9200
678 600 600 600 600

1025
678
Ø 22
95
1025
9
25 200200 200 200 3

95
9
50
842 0
14
0 1025 25 9934
14
50
842
1025
11
91
2450
50
Ø 22
14
91
11
25 4
14
50
0 0 9598
25
3250
400
400
Ø 22
88 2500 6 2500
6 5502
88 Ø 22 6
6 2 88
554
7345 9856
HALF ELEVATION
A B C
16780/2
N1 A-A C-C
6x1502x100 50
A1 1A1 1A1 1 1 1A1 1A1 1A A1 1A1 1A1 1 1 1A1 1A1 1A
600
5 5 5 5 5 5 5 5 5 5 5 5 6 6 6 6 6 6 6 6 6 6 6 6
N3
1200
N3
N4
N3
N4
N4
8 8
600
6x1502x100 50
6x1502x100 50
N2
N12 N12
50
750
1200
1200
1890 6500 N13 N13
N12 N12
A B C
50
50
50 17x100 50 50 17x100 50
1800 9 1800
HALF PLAN 9
50 90 13x100 6x150 13x100 20x150 13x100 3x150 A2 2A2 2A2 2 2 2A2 2A2 2A A2 2A2 2A2 2 2 2A2 2A2 2A
50
B-B Ø12 12 Ø12 13

N10
N12
639 3880 1139 4880
A1 1A1 1A1 1 1 1A1 1A1 1A
17x100
1800
N11
N13
1139
1139
1139
1139
8
6x1502x100 50
N12 639 1139
N10
N12
1200
N13
50
639 1139
N12
200 600 GROUP A 600
1078～526
1078～526
1078～526
1078～526
N1
50
50 17x100 50
1800 9
N3
639 1139
N3
7 7 7 7 7 7 7 7 7 7 7 7
N4
N3
N4
N4
A2 2A2 2A2 2 2 2A2 2A2 2A Ø12 Ø 12
avg.3206 10 avg.4206 11
N2
Ø 22
16680/2 1
17282
Ø 22
400
1500 2000 Ø 22
5
2000 4502 6
4002
Ø 22
600 600 600 3
812 18423
1025
Ø 22
812
200 18084 4
1025
200200
48
50
14
975
11
25 1025
14
50
0
1025
975
3250
50
79
14
14
13
50
25
0
400
4050
88 Ø 22
6 7
88 3000 6502 3000 Ø 22
6 2
554
15245/2 17756
692 Ø 16
16680/2 17045 8
Ø 16
16370/2～15620/2 9
avg.16360

ELEVATION
A B
8880
A-A
1 1 1 1 1 1
300
A1A1 1A1A1 1A1A
N1 5 5 5 5 5 5 5 Ø 12 Ø 12
8x150 100 50
742 11 1162 12
850 950 4492 5332
700
N3
N3
7
N4
N4
1400
N3
N3
N4
N4
N13
300
1342
1342
1342
1342
8x150 100 50
700
N2 N11
742 1162
50
1400
750 N12
1590 5700 1590
N11
50
60 12x140 60
A B 1800 8 742 1162
1272～638
1272～638
1272～638
1272～638
PLAN A2A2 2A2A2 2A2A
60 80 10x100 6x150 15x100 12x150 15x100 6x150 10x100 80 60

B-B
1 1 1 1 1 1
A1A1 1A1A1 1A1A 742 1162
5 5 5 5 5 5 5
60
Ø 12 Ø 12
850 950 avg.3718 9 avg.4558 10
N11
N9
7
12x140
N13
300
1800
8x150 100 50
N10
N12
Ø 12
N11 742 5092 13
N11
N9
1400
N12
60
1642
1642
N11
GROUP A
50
60 12x140 60 742
200 600 600 200 1800
8
N1
6 6 6 6 6 6 6
A2A2 2A2A2 2A2A
N3
N3
Ø 16
N4
N4
7
N3
N3
N4
N4 8760 9125
Ø 16
N2 8626～7662 avg.8509 8
Ø 25
8760 1
9235
350
350
Ø 25
1500 5700 5 1500
9200
658 600 600 600 600

1215 Ø 25
250658
3
93
10795
31
1215
200 200 200200

1
R=126
922 9
250
922
18
17
1215
17
2 97
R=
18
2 97
12
1215
13
04
6
2070 Ø 25
04
18
13
17
25 4
17
0 9932
18
0 5
2
2870
600
600
Ø 25
93 2500 6 2500
2 5570
93 Ø 25 2
2 10352 2 93
636
7341
HALF ELEVATION
A-A
A 16780/2 B C 1 1 1 1 1 1 1
300
A1 1A1 1A1A1 1A1 1A
N1 5 5 5 5 5 5 5 5 5
8x150 100 50
850 950 Ø12 Ø12 Ø12
12 14 13
700
762 4532 762 5132 1002 5012
N3
8
1400
N4
N3
N3
N4
N4
N14
300
8x150 100 50
700
1342
1342
1642
1642
1342
1342
N2 N12
50
1400
750 N13
762 762 1002
1890 6500
N12
50
60 14x120 60
A B C 1800 9
60 80 13x100 6x150 14x100 125 17x150 125 14x100 3x150 B-B

762 1002
60
1 1 1 1 1 1 1
A1 1A1 1A1A1 1A1 1A
N10
N12
850 950
1272～638
1272～638
1272～638
1272～638
14x120
8
1800
N11
N13
N14
300
8x150 100 50
762 1002
N12 Ø12 Ø 12
N10
N12
10 11
avg.3758 avg.4238
1400
N13
GROUP A
60
N12
200 600 600
50
N1 60 14x120 60
1800 9
7 7 7 7 7 7 7 7 7
N3
N4
A2 2A2 2A2A2 2A2 2A

N3
N3
N4
N4
N2
C-C
Ø25
16660/2 17135 1 1 1 1 1 1 1 1
A1 1A1 1A1A1 1A1 1A
350
Ø 25 6 6 6 6 6 6 6 6 6
1500 2000 Ø25 2000 6
5 4570 850 950
4070
Ø25
600 600 600 3 8
18900 N14
300
889 1215
8x150 100 50
Ø25
889
200 18603 4 N12

1215
57
200 200
18
25
1067 12
1067
17
1215
17
0
18
1400
N13
1215
2870
09
18
17
N12
15
17
18
25
0
50
3670 60 14x120 60
600
93 1800 9
2 Ø 25
3000 7 3000
93 6570 Ø25 A2 2A2 2A2A2 2A2 2A
2 2
636
15241/2 18252
681 Ø16
16660/2 17025 8
Ø16
16526/2～15562/2 avg.16409 9
HALF ELEVATION
A 16780/2 B C
A-A
N1
8x150 100 50
A1 1A1 1A1A1 1A1 1A
5 5 5 5 5 5 5 5 5 Ø12 Ø12
12 13
700
762 4532 1002 5012
N3
8
1400
N4
N3
N3
N4
N4
8x150 100 50
700
1342
1342
1342
1342
N2 N12
50
1400
750 N13
762 1002
1890 6500
N12
50
60 14x120 60
A B C 1800 9
60 80 13x100 6x150 14x100 125 17x150 125 14x100 3x150

B-B 762 1002
60
N10
N12
1272～638
1272～638
1272～638
1272～638
A1 1A1 1A1A1 1A1 1A
14x120
8
1800
N11
N13
8x150 100 50
762 1002
N12 Ø12 Ø 12
N10
N12
10 11
avg.3758 avg.4238
1400
N13
GROUP A
60
N12
200 600 600
50
N1 60 14x120 60
1800 9
7 7 7 7 7 7 7 7 7
N3
N4
A2 2A2 2A2A2 2A2 2A

N3
N3
N4
N2 N4 C-C
Ø25 A1 1A1 1A1A1 1A1 1A
17135 1
6 6 6 6 6 6 6 6 6
16660/2
350
Ø 25 8
1500 2000 Ø25 2000 6
8x150 100 50
5 4570
4070
Ø25 N12
600 600 600 3
18900
1400
889 1215 N13
Ø25
889
200 18603 4 N12

1215
57
200 200
18
25
1067 12
1067
17
1215
17
0
18
50
60 14x120 60
1215
2870
09
1800 9
18
17
15
17
18
25
0 A2 2A2 2A2A2 2A2 2A
3670
600
93 Ø 25
2 7
93 3000 6570 3000 Ø25
2 2
636
15241/2 18252
681 Ø16
16660/2 17025 8
Ø16
16526/2～15562/2 avg.16409 9
ELEVATION (1:150)
750
18000
16500 750
2000
610 300 16180 300 610

520 300300
H2
600 1850 50
H1 i%
360
CL
500
50mm Ø WEEP HOLE @2000mm 300 1200 300
h
100 100
H3
2000
8900
100
2100 1200 7700 2000
1100 4000 4000 4000 4000 1100
2000
1200 1200 1200 1200 1200
100
L
500 500
3600 3600 3600
H4
1200 1200 1200 1200
L
PLAN (1:150)
EP
750 750
16500
BEARING CENTER LINE
CL
910 2229 2229 2229 2229 2229 2229 2229 910

ELEVATION (1:150)
2000 10100
750 8600 750
610 300 8280 300 610
520 300 300
600 2050 50
H2
H1
360
i%
CL
500
300 1200 300
hc
h
100 750 750 100
H3 8900
2100 1200 7700 2000
2000
2000
1150 4000 4000 1150
500 500
1200 1200 1200 3600 3600 3600
L
1200 1200 1200 1200
L
H4
PLAN(1:150)
EP
750 750
8600
BEARING CENTER LINE

CL
910 2567 2567 2567 910

290 10300 290

ELEVATION (1:150)
18000 2000
750 16500 750
610 300 16180 300 610

520 300300
H2
600 2050 50
H1 i%
360
CL
500
50mm Ø WEEP HOLE @2000mm 300 1200 300
h
100 100
H3
2000
8900
100
2100 1200 7700 2000
1100 4000 4000 4000 4000 1100
2000
1200 1200 1200 1200 1200
100
L
500 500
3600 3600 3600
H4
1200 1200 1200 1200
L
PLAN (1:150)
750 750 EP
16500
BEARING CENTER LINE
CL
910 2229 2229 2229 2229 2229 2229 2229 910

ELEVATION (1:150)
2000 10100
750 8600 750
600 300 8300 300 600
620 300300
50
360
H2 i%
2650
H1
CL
500
800
50mm Ø WEEP HOLE @2000mm 300 1200 300
h
100 750 750 100 8900
H3
2100 1200 7700 2000
2000
100
2000
100
1150 4000 4000 1150 500 500
1200 1200 1200 3600 3600 3600
1200 1200 1200 1200
L
H4
PLAN (1:150)
750 750
EP
8600
BEARING CENTER LINE
CL
900 2567 2567 2567 900

300 10300 300
2000 18000
750 16500 750
600 300 16200 300 600
620 300 300
50
360
2650
H2
500
H1
i%
800
CL
300 1200 300
8900
h
100 100 2100 1200 7700 2000
H3
2000
2000
100
100
500 500
1100 4000 4000 4000 4000 1100 3600 3600 3600
1200 1200 1200 1200 1200 1200 1200 1200 1200
L
H4
PLAN(1:150)
750 16500 750
EP
BEARING CENTER LINE
CL
900 2229 2229 2229 2229 2229 2229 2229 900

300 18200 300
16780 1800
300 16180 300 500 500
H2 Bhanga Dhaka
700
i%
1400 500
H1
H5
700
H4 H3
750
700
700
750
300 1200 300
2610 1890 6500 6500 1890
1200 1200 1200
h3
h2
h1
CL 1200 1200 2300 2300
H6
5800
2000
2000
100
100
500 500
1100 3600 3600 3600 3600 1100 3600
1200 1200 1200 1200 1200 1200 1200
L
H7
PLAN(1:150)
16780
300 290 2229 2229 2229 2229 2229 2229 2229 290 300
CL
EP
500 500
5800
1800

16600
16780 1900
300 16180 300 500 500
H2
Bhanga Dhaka
i% H1
1500 500
750750
750750
H5 H4 H3
750 750
300 1300 300
1300 1300 1300
h3
h2
h1
2610 1890 6500 6500 1890
1200 1200 2250 2250

H6
CL
2000
2000
5800
500 500
1100 3600 3600 3600 3600 1100 3600
1200 1200 1200 1200 1200 1200 1200
L
H7
PLAN(1:150)
16780
300 290 2229 2229 2229 2229 2229 2229 2229 290 300
EP
500
5800
1800
CL
500

16600
5
SECTION Z - Z
3
1062
322
142
1 Ø 10
322
400x75
12x100
1500
1534
1500
Ø10
1500
1534
25
5
avg.4581
0
65 65
16
100
100
5
n2x100
9 ～
1
L-1400
30100
142
A A
3x150+50
12
1250+n1x2000+1250
N4
A A
30000
2
14 Ø 32
31634
770
1
75
14 Ø 32
L+656
L-1000
Ø25
4
3121
2
0
L
16
943
h1
B B
500
500
522
500
150
1000
1000
A-A B-B
75
75
228
114
0 0
120 120

1 1a C 4
@100
5
500
60 500
1a
500
B
60
60
a
a
nx150
1
h
nx150
nx150
300
h
A A
60
60
@30
60
3
3x300
1000
6x150
1000
6x150
1000
2
100
2
2
PILE CAP75 1050 75
100
100
PILE CAP 7x150 1200
1050
PILE CAP
C

A-A 1:50 Ø 20 1
Ø 20 1a
1
2
75
Ø 20 2
400
7x150
2 3 Ø12 3
4
75
75 125 97x100 125 75 Ø 20

4
10100
Ø20 5

1 1a C 4
@100 5
60 500
B
500
500
1a
60
60
a
a
a
nx150
nx150
nx150
1
h
h
A A
300
60
60
60
@30
6x150
3
1000
3x300
6x150
1000
1000
2
2
2
100
100
1050
100
1200
1050
PILE CAP
B C

A-A 1:50 Ø20 1
Ø20 1a
1
2
75
Ø20 2
7x150
2 3 Ø12 3
4
Ø20 4
75
75 125 176x100 125 75

18000
Ø20 5

A-A 1:75
C B B-B 1:75
7700 300 A
5
65
4
65
a
a
300
nx150
nx150
1
h
65
65
PILE CAP
100 6x150
1000
3x300
1000
2 2
75 100 47x150 100 600 65 620 65
75
7400 PILE CAP 750
C B A

Ø20 1
C-C 1:75
5
4
65
a
Ø20 2
nx150
1
Ø12
3
Ø20 4
65
100 6x150
1000
2 Ø20
5
65 620 65
PILE CAP 750

ELEVATION A-A
Ø 16
1 4
A
2h+812
300 300 1200
18000 50 2x100 50
150 50
2x105 50
h-53
100 100 (n-3)x150 150
360
360
N3
2x105
h-600
550 240 4x300
h-960
nx150
N4
h-360
h
h
247
50 2x150140
N2
2x95
600
600
2x150
50
50 8x150 50
2x100
A 1800
PLAN
50100 118x150 100 50

3
8x150 2x100 50
2x150
4
1800
50
Ø 25
17947 18517 1
Ø 16 547
2
5012
182
547
1747
h-413
h+845
Ø 16
Ø 16
182
547 5
912 347

ELEVATION A-A
1
A 300300 1200
10100 50 2x10050
150 50
50
150
360
360
N3
2x105
2x105
Ø16
4
550 2x220 4x300

6140
2050
10x150
1690
2650
2650
N4
14x150
2290
100100 2x95
2604
N2
2x150
600
600
50 90
2x150
50
50 8x150 50
2x100 1800
A 254
PALN
50 125 65x150 125 50

3
50 8x150 2x100 50
2x150
4
1800
Ø 25
10057 10627 1
Ø16
2
5040
3
554
1754
3463
Ø 16
Ø 16
554 5
919 400

ELEVATION A-A
1
A 300300 1200
18000 50 2x10050
150 50
50
150
360
360
N3
2x105
2x105
Ø16
4
550 2x220 4x300

6140
2050
10x150
1690
2650
2650
N4
14x150
2290
100100 2x95
2604
N2
2x150
600
600
50 90
2x150
50
50 8x150 50
2x100 1800
A 254
PALN
50 100 118x150 100 50

3
50 8x150 2x100 50
2x150
4
1800
Ø 25
17957 18527 1
Ø16
2
5040
3
554
1754
3463
Ø 16
Ø 16
554 5
919 400

ELEVATION A-A
1
A 300 300 1200
10100 502x10050
50 3x150 12x150 2x10550
17x150 2x105 50
150
150
360
360
N3
6x300
2350
1590
N4
2750
3150
2790
125 125 2x95
Ø25
2x95
7352 4
N2
800
800
750
50140
50 2x1008x150 50
2x150
3107
1800
A
257
PLAN
50 125 65x150 12550

3
50 8x150 2x100 50
2x150
4
1800
Ø25
10057 1
10627
Ø25
2
5652
757
1757
3
4101
Ø25
Ø16
547 5
912
625

ELEVATION A-A
1
A 300300 1200
18000 502x100 50
50 3x150 12x150 2x10550
50
150
150
360
360
N3
2x105
2350
6x300
1590
17x150
2750
3150
N4
2790
125 125 2x95
2x95
N2
800
800
750
50140
50 2x150 8x150 50
2x100
A 1800
PLAN
50100 118x150 100 50

3
50 8x150 2x100 50
2x150
4
1800
2
Ø 25
17957 18527 1
Ø25 Ø25
2 4
5652 7352
757
1757
3
3107
4101
Ø25
Ø16
547 5
912
625
257

3
200
A-A
1500
5
16x75
n1Ø25
1513
1500
2
3157
Ø12
0
16
Pier Cap 1
1062
75
954
100
1 33
0
120
d1
N2 Ø12
avg.4061 3
60
hi+10
5
9
145
A A 108
8 ～
75
1
(n1-1)x200
n2x75+a
b=hi+3036
hi
24Ø 32
N2
d1
1513
16x75
1500
1500
200
Pile Cap

3
200 A-A
1
1500
75
5
16x75
1513
1500
n1Ø25
3435 2
Ø12
1 46
0
130
0
1164
16
100
1 3
104
d1
Ø12
avg.4381 3
60
hi+10
5 N2
1
A A 156
0 ～
119
1
75
(n1-1)x200
b=hi+3036
hi
24 Ø 32
n2x75+a
N2
d1
1513
16x75
1500
1500
200

HALF ELEVATION
A B C
16780/2
A-A
N1 N6
8x150 100 50
A1 1A1 1A1A1 1A1 1A
5 5 5 5 5 5 5 5 5 Ø12 Ø12
12 13
700
762 4532 1002 5012
N3
8
1400
N4
N3
N3
N4
N4
8x150 100 50
700
1342
1342
1342
1342
N2 N12
50
1400
750 N13
762 1002
1890 6500
N12
50
60 14x120 60
A B C 1800 9
60 80 13x100 6x150 14x100 125 17x150 125 14x100 3x150

B-B 762 1002
60
N10
N12
1272～638
1272～638
1272～638
1272～638
A1 1A1 1A1A1 1A1 1A
14x120
8
1800
N11
N13
8x150 100 50
762 1002
N12 Ø12 Ø 12
N10
N12
10 11
avg.3758 avg.4238
1400
N13
60
GROUP A N12
200 600 600
50
N1 60 14x120 60
1800 9
7 7 7 7 7 7 7 7 7
N3
N4
A2 2A2 2A2A2 2A2 2A

N3
N3
N4
N4 C-C
N2
Ø25 A1 1A1 1A1A1 1A1 1A
17135 1
6 6 6 6 6 6 6 6 6
16660/2
350
Ø 25 8
1500 2000 Ø25 2000 6
8x150 100 50
5 4570
4070
Ø25 N12
600 600 600 3
18900
1400
889 1215 N13
Ø25
889
200 18603 4 N12

1215
57
200 200
18
25
1067 12
1067
17
1215
17
0
18
50
60 14x120 60
1215
2870
09
1800 9
18
17
15
17
18
25
0 A2 2A2 2A2A2 2A2 2A
3670
600
93 Ø 25
2 7
93 3000 6570 3000 Ø25
2 2
636
15241/2 18252
681 Ø16
16660/2 17025 8
Ø16
16526/2～15562/2 avg.16409 9
HALF ELEVATION
A 16780/2 B C 816
Ø12
4846 12 1086
Ø12
5386 13
N1 A-A
2x100 50
1445
1445
1445
1445
A1 1A1 1A1A1 1A1 1A
750
5 5 5 5 5 5 5 5 5
N3
1500
N4
N3
N3
8x150
N4
N4
8 816 1086
750
2x100 50
N2
N12
50
750
1500
N13
8x150
1890 6500
816 1086
N12
1369～679
1369～679
1369～679
1369～679
A B C 50 120 12x130 120 50
50
1900 9
816 1086
Ø12 Ø12
50 90 13x100 6x150 16x100 16x150 16x100 3x150 avg.4004 10 avg.4544 11
B-B
50 120 12x130 120 50
N10 N11 N10
N12 N13 N12

A1 1A1 1A1A1 1A1 1A
1900
2x100 50
N12
1500
N13
8x150
GROUP A N12
200 600 600
N1
50 120 12x130 120 50
50
1900 9
N3 N4 N4 N3
N3 N4
7 7 7 7 7 7 7 7 7
A2 2A2 2A2A2 2A2 2A
N2
16680/2
Ø 28
17228
1 C-C
400
Ø 28 A1 1A1 1A1A1 1A1 1A

1500 2000 Ø28 2000 4638 6 6 6 6 6 6 6 6 6 6
5
4138 8
Ø28
2x100 50
600 600 600 3
922 1305 19093
N12
922
04 18 Ø 28
1305
25 131106 200 200 46 4
1500
N13
8x150
4 200 18813
0 1305 6 18
N12
1106
64 18
1305
15 46 2690 46
18 50 120 12x130 120 50
50
25
0
3490 1900 9
Ø 28 A2 2A2A
2A2A2 2A2 2A
7
600
97 3000 6638 3000

4
97 Ø 28
4 15239/2 2
18337
689
689 Ø 16
16680/2 17045 8
Ø 16
16439/2～15539/2 avg.16354 9
E 1/2A-A F 1/2B-B 1/2E-E 1/2F-F
7 6
4 3
5
N8
N8
N8
N8
N8
N8
N8
N8
N8
N8
N8
N8
N8
N8
N8
N8
N8
N8
N8
5
C 2 C 1
E F
5
2157
Ø16
Ø16
1 C-C 12897 12897 6
1792
Ø 25
12907 13477 4
2
8
Ø 25
13477 2
2157
Ø16
12907
1792
B B
A A
Ø16
7
10197 10197
Ø 25
3
10207 10777
Ø 25
10777 1
10207

E 1/2A-A F 1/2B-B 1/2E-E 1/2F-F
7 6
4 3
5
N8
N8
N8
N8
N8
N8
N8
N8
N8
N8
N8
N8
N8
N8
N8
N8
N8
N8
N8
N8
N8
N8
N8
N8
N8
N8
5
C 2 C 1
E F
5
2157
Ø16
Ø16
12897 12897 6
C-C
1792
1
Ø25
4
12907 13477
8
2 Ø25
13477 2
2157
Ø16
12907
1792
B B
A A
Ø16
18097 18097 7
Ø 25
18107 18677 3
Ø 25
1
18107 18677

E 1/2A-A F 1/2B-B 1/2E-E 1/2F-F
7 6
4 3
5
5
2157
Ø 16
N8
N8
N8
N8
N8
N8
N8
N8
N8
N8
N8
N8
N8
5
1792
C 2 C 1
E F
Ø16
1 C-C 5697 6
5697
8
2157
Ø16
Ø 25
4
5707 6277
1792
2
Ø 25
6277 2
5707
B B
A A
Ø16
7
9297 9297
Ø 25
3
9307 9877
Ø 25
9877 1
9307
E 1/2A-A F 1/2B-B 1/2E-E 1/2F-F
7 6
4 3
5
N8
N8
N8
N8
N8
N8
N8
N8
N8
N8
N8
N8
N8
N8
N8
N8
N8
N8
N8
5
C 2 C 1
5
2157
Ø16
E F
1792
Ø16
5697 6
5697
Ø25
C-C 4
8
1 6277
5707
2157
Ø16
Ø25
6277 2
5707
1792
2
B B
A A
Ø16
7
16497 16497
Ø 25
3
16507 17077
Ø25
1
16507 17077

Elevation (Section 1)
Elevation (Section 2)
500(2000) 500 Asphalt Concrete A 500

Asphalt Concrete A 500
Waterproof Concrete B
Waterproof Concrete B 500
50mm Asphalt Concrete
Wall Barrier Waterproof Layer 1
1 2
Wall Barrier Waterproof Layer 2 100mm C41 Waterproof Concrete
or Sidewalk 100mm C41 Waterproof Concrete
Wall Barrier
New Jersey Barrier Base
Plan
L
50 nx100 50
1
C
2
mx100
B
C

Deck Pavement Material Schedule
(m+1)Ø12mm
L 1
L
(n+1)Ø12mm
2
B-70 B-70

A-A 1：20
Barrier Section
False Seam
SCALE=1:20
4 3' 3
200
72 82 46 A
70
3' 2% 3'
70
70
1
190
845
5x180
C C
1154
1104
5x180
3x200
1100
1154
1 1
2 2 4
134
180
50
50
B B
134
Asphalt Pavement 3
100
60
50
2
nx200/2 Beam/Deck or
100 Wing Wall Reinf.
L/2
A
B-B C-C General Structure of Barrier
1:20
Beam or Wing Wall Pre-embedded Bar
1:20
2
800 2x100 800 88 200 86
1 2%
500
R25 R25
200
4
4
2
100 nx200/2
False Seam
L/2
645
1104
12
False Seam Detail AVG.1860
4
125
84
°
116
42
20 12
180
20 2 3'
1 20 2 20
55°
3734 1802 L3'
0
400
L3'
50
75
78 6 12 Asphalt Pavement
1068
20
ing 3
L3
10 orm
1074
0 F 500
g L3
277
1005
ttin
218
1009
Cu
112 407
845
520
825
3
63
361
300
77
18
407

STRUCTURE OF WALL BARRIER(1/2)
Elevation
SCALE=1:20 Barrier Section
L SCALE=1:20
100 nx200 100 200 600 200
125 75 200 75 125
5 5' 6 False Seam
70
70
1
1
4x200
845
4x200
1100
A A
1100
1100
6
2
180
2 Asphalt Pavement
180
180
3
75
50 50 100
50 50 100
Concrete Pavement
100 50
150
3
4 N4 N4
5
100 nx200 100 Deck
60 90 100100 2x150 100 100 90 60

1000
Elevation
SCALE=1:25
L
A-A False Seam Detail
100 nx200 100 SCALE=1:20 42
800 2x100 800
20 2 20
2×150 2×100 90 60
ing
20
3
rm
6
g Fo
6
ttin
Cu
1000
645
False Seam
625
60 90 2×100
Ø12mm
6
avg.1860
116 Ø16mm
Ø20mm 3
Ø20mm 2 2172
1 1800 910
2628
80
80
0
32
32
910
262
262
0
117 117 Ø16mm

183 183 523 4
1124
180
180
1118
1118
1124
150 150
536
223
21Ø12mm Ø12mm
5 5'
L4 L4'
L4 L4'
A-A
SCALE=1:90
B
a nXb a
Ø12mm
2 4 5
50
560
350
294
5
Plan
50
1 3
SCALE=1:90
B
a n×b a (n+1)Ø16mm (n+1)Ø22mm
2 1
100
6250(8250) 6380(8380)
A A
5950(7950)
5950(7950)
29×200(39×200)
6000(8000)
100
Ø12mm
4
B-2a B-2a+260
Ø16mm
3
B-2a B-2a+350
Elevation
SCALE=1:60
Asphalt mastic
6000(8000) Asphalt concrete pavement

Asphalt Concrete 100 100
29x200(39x200)
2 1 3 4
50
330 350 50
100
5
10
20
Waterproof Concrete 300
Asbestos Board Pavement
Abutment

Conic Slope Plan
Precast Block Slope Protection Paving Detail
1:2
2000 7000 750
1000
Subgrade width
1:1.5 Set a cement sand joint every 10m
2000
1000
7000 750 C15 Precast Block
600
600
0
60
1:2
600
600
Conic Slope Elevation and Abutment Filling
2000 1000 7000 750
Approach Slab
Girder
C15 Precast Block( With Mortar Grouting)

Geotextile Mat
100 800 100

100mm Thick Compacted Sand Filling (FM>0.5)
1 :1
.5
Ground
500
1000 Geotextile Mat

100mm Thick Compacted Sand Filling (FM>0.5)

Step Structure
SCALE=1:50
B-Type Precast Stair Curb C-Type Precast Stair Curb
200
SCALE=1:50 SCALE=1:50
400
400
Elevation Side Elevation Side
450
A-Type Precast Stair Curb 520
400
1 :2
450
450
500
450
250
Precast Stair
800 100 600 400 100
B-Type Precast Stair Curb
800
600
400
A-Type Precast Stair Curb Stair Material Schedule
200 200
SCALE=1:50
C-Type Precast Stair Curb Item Unit Volume
Elevation Side 3
500
Precast Stair m 0.0864
Cast-in-situ Base
3
A-Type Precast Stair Curb m 0.0234
800
3
B-Type Precast Stair Curb m 0.0360
450
450
3
C-Type Precast Stair Curb m 0.0410
100
520 3
M10 Cement Mortar m 0.0048
Stair Masonry Detail Precast Stair

SCALE=1:20
SCALE=1:50
Precast Stair
Elevation Side
180
20
180
180
Bottom Stair
600
20
M10 Cement Mortar

Plan
180
20
600
100 300 300 100
800 800

Shock-proof Block
(for abutment)
Side Elevation A-A B-B

(for abutment) 70
300
@80 70 30x30 Chamfer
70
Ø12mm
B 300 2
B- -B
70 160 70
2
70
30x30 Chamfer
@100
2 Ø25mm
b
1
@100
B
A A
b
CL Shock-proof Block Material Schedule
70
1
Shock-proof Block (for pier)
Side Elevation A-A B-B

(for pier)
300 300
70 @80 70 30x30 Chamfer
B 70 160 70
70
70
30x30 Chamfer
B- -B
2 2
H
@100
@100
B
1
A A
70
CL 1

A-A Drainage Plan
Barrier
A B
A
Asphalt Concrete
150 Waterproofing Layer
Barrier
50
Cast Iron Drain Pipe Macadam Blind Drain
60 40
3000 3000
Macadam Blind Drain A B
Girder Cast Iron Drain Pipe Cover Detail Cast Iron Drain Pipe Detail
Girder
Steel Drain Pipe Detail
204
Expanded view 216
20 88 88 20
17 17
20
174 25x20
10
68 68
20
40
10
10 8 10
40
80
60
10
Cast Iron Drain Pipe
10
4
B-B
14
20
534 4
8
4
G2011 Glass Fiber Grid 150
150mm-width Along Macadam Blind Drain
340
16
150 Asphalt Concrete 6
Waterproofing Layer
75
Barrier
4
50
Material Schedule
40
(for one drain hole)
Item Cast Iron Drain Pipe Cover Steel Drain Pipe Ø10 Reinf. Glass Fiber Grid Macadam Blind Drain
Macadam Blind Drain
G2011 Glass Fiber Grid Quantity 16.07kg/one 2.98kg/one 2.22kg/one 3.32kg/one 0.45kg/m 2
2
0.006m /m
150
7 7
12.7
Transverse
Longitudinal
6
166
216 17
12.7
150
Detail A 150
Cast Iron Drain Pipe Cover Asphalt Concrete Water Intake Reinf.
Waterproofing Layer
40
Barrier
20
Girder
Steel Drain Pipe

A-A
Drainage Plan
Sidewalk
Sidewalk Margin Stone A B
G2011 Glass Fiber Grid

150mm-width Along Macadam Blind Drain Sidewalk
Sidewalk Margin Stone 150 1350 200 Waterproofing Layer

150 Asphalt Concrete
40
UPVC Pipe Macadam Blind Drain
20
3000 3000
Girder
Girder A B
UPVC Pipe 360
B-B UPVC Pipe Detail Water Intake Detail Pipe Intake Reinf.
8
Sidewalk
7
Sidewalk Margin Stone R2 150
150
35
R1
164
60
7
100
150mm-width Along Macadam Blind Drain
R85 Water Intake
Sidewalk Margin Stone 200 Waterproofing Layer
8
150 Asphalt Concrete
360
40
Girder
Girder
1350

12.7
Transverse
Material Schedule (for one drain hole)
Longitudinal
Item UPVC Pipe Ø10 Reinf. Glass Fiber Grid Macadam Blind Drain
12.7
2 2
Quantity 1.9m/one 3.32kg/one 0.45kg/m 0.006m /m
150

Drain Elevation For Abutment Drain Elevation For Pier A-A
A i%

Girder
Girder Girder Girder
Coping
UPVC Drain Pipe
Abutment
A
Wrought Iron Positioning Hoop
UPVC Drain Pipe UPVC Drain Pipe
Pier
Pier
Slope Toward Side Ditch
Collector Sump
Hook 1 Drain Overall Layout Elevation

Expansion Screw nx3000
Steel Drain Pipe i% Steel Drain Pipe
Wrought Iron Positioning Hoop

580x20x3mm Tee Connection UPVC Drain Pipe Hook 2 Elbow
120
UPVC Drain Pipe
Pier Pier
Hook2 Tee Connection Elbow UPVC Drain Pipe

M12 Expansion Screw
179
179 179 7
7 165
7 165 7 7 165 7
70
70
Double-sided Welding A3 Steel Plate
60
100x20x3mm
R1
7 7
7
150
7
UPVC Drain Pipe
A3 Steel Rod Boom
165
179
150
164
M12 Bolt 750x20x3mm
7
7
Wrought Iron Positioning Hoop 164

580x20x3mm
120

Plan A
100 3
Deck Pavement Anti-crack Rebar Net
Barrier
420-d/2 d 420-d/2
100100
Sidewalk(Barrier) Section Steel 4
200
1 2
Expansion Joint Rings
A b
1800(300) b B-2100-2b(B-600-2b) 300
A-A
420-d/2 d 420-d/2
D60-Type Expansion Joint Material Schedule

3 4 4 3
30
30
150
150
Deck Pavement
180
1 1
Girder 150 80 40 80 150 2

Back Wall or Girder
150 Ø16mm
1
794
Ø10mm
4
220
180
220
67
4Ø12mm
2
B-2017 (B-517)
100 100
100 B-2500 (B-1000) 100
100 100
6Ø10mm
3
B-2500 (B-1000) B-2500 (B-1000)
Rebar Welding Detail

Embedded Rebar
Expansion Joint Rings Single-sided Welding

Sidewalk Board Plan Layout Sidewalk Cross-section
SCALE=1:50 SCALE=1:25
400
10 10 140
400
1440
10
120mm Sidewalk Board
Sidewalk Margin Stone Ⅱ
2000
B A A A A A B 1.5%
1440
Sidewalk
680
Margin StoneⅠ Waterproof Layer
500
50 450
438
379
100mm C41 Concrete
10
140
Reserved For Pipeline
Drain Hole Drain Hole
Drain Hole
D nx1000 D
3%
L 500 1300 200
2000
A-Type Sidewalk Board Reinf. B-Type Sidewalk Board Reinf. Ø12

SCALE=1:25 SCALE=1:25 1400 1400 1
1 1 Ø8
2
Transverse Transverse 930 or D-65
a
45
1 1 1 1
mx100
9x100
990
D-5
2 2
45
a
45 175 5x200 175 45 45 175 5x200 175 45
1440 1440
1--1 1:25
1
70
120
2
50
45 175 5x200 175 45

1440

Margin StoneⅠ1:25 Margin Stone Ⅱ 1:25 Margin Stone Ⅱ 1:25 (For Drain Hole)
400 140 140
45 310 45
40 60 40 40 60 40
A
1 B C
55
45 2x145 120 45
45 2x145 120 45
4a 5 5'
130
130
231
2x126
45 2x145 45
45
3x110 63
500
500
2 6 6'
2x145
680
379
379
9
3x110
438
3
B C
45
4 7 1 7 1
2x60 2x60
45
45
A 1 40 40 40 40
45 310 100 45 200 200
500
A--A 1:25 B--B 1:25 C--C 1:25

@300 1
4a
55
1 1
45
129 45
2x126
2 3
130
130
129
5 6 5' 6'
680
145
145
3x110
379
379
45 145
45 145
@30 @300 @300
45
4 7 7 9
4x200=800 4x200=800 4x200=800
1000 1000 1000
80
332
80
80 432
5Ø8 2 80 5Ø8
3 31Ø12 1 2Ø8 9
2422 1918 1000 1000 450 650
802
796
552
542
432 100 100

332
9Ø8 3Ø8 4a 9Ø8 3Ø8

432 532 4 332 432 142 242 7 82 182 8
50 50 50 50 50 50 50 50
80
80
82 82
80
80
142 80 5Ø8 142 80 1Ø8

80 5Ø8 6 5 80 1Ø8 6' 5'
166
166
1368 1588 776 898

287
287
462
462
632
632
142
82
142
82
Elevation A－A
GIRDER
Back Wall
N1
N1
or Pier CL
Steel Plate A Bearing CL

A i A
N2 Bearing pad stone
Abutment cap
Steel Plate A Detail
520
N3
N3
25
80 260 80
80(60)
N3
420(380)
260
80(60)
420(380)

TABLE 1: FUNDERMENTAL CONDITION OF EXISTING BRIDGES
TABLE 2: STRUCTURE REHABILITATION QUANTITIES OF EXISTING BRIDGES


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REV DATE DESCRIPTION APP

CLIENT DESIGNER DESIGNED DRAWN CHECKED APPROVED BY

REV DATE DESCRIPTION APP

REV DATE DESCRIPTION APP

CONSTRUCTION POINTS 3. CAST-IN-SUTE JOINTS, SEAMS

(2) CAST T-GIRDER END JOINT CONCRETE; PAVEMENT CONSTRUCTION, AUTOMOBILES,.

REV DATE DESCRIPTION APP

CONSTRUCTION POINTS 3. CAST-IN-SUTE JOINTS, SEAMS

(2) CAST T-GIRDER END JOINT CONCRETE; PAVEMENT CONSTRUCTION, AUTOMOBILES,.

REV DATE DESCRIPTION APP

REV DATE DESCRIPTION APP

REV DATE DESCRIPTION APP

CL 50mm Ø WEEP HOLE @2000mm

625 2000 2000 2000 2000 625

BEARING CENTER LINE 8000

3600 3600 3600 3600

BEARING CENTER LINE

CL BEARING CENTER LINE

910 2567 2567 2567 910

BEARING CENTER LINE 8000

2050 1500 7400 1900

1100 4000 4000 4000 4000 1100

910 2229 2229 2229 2229 2229 2229 2229 910

1200 1200 1200 1200

REV DATE DESCRIPTION APP

BEARING CENTER LINE 8000

2100 1200 7700 2000

1100 4000 4000 4000 4000 1100

300 1200 300

h1 1250 1250 2300 2300

1200 1200 1200 1200 1200

PIER CENTER LINE BEARING CENTER LINE

300 1200 300

1200 1200 1200

1200 1200 2300 2300

1200 1200 1200 1200 1200 1200 1200

BEARING CENTER LINE PIER CENTER LINE

1200 1200 1200 1200 1200 1200

BEARING CENTER LINE PIER CENTER LINE

REV DATE DESCRIPTION APP

REV DATE DESCRIPTION APP

REV DATE DESCRIPTION APP

75 125 176x100 125 75

REV DATE DESCRIPTION APP

REV DATE DESCRIPTION APP

A-A 1:50 Ø20 1a

75 125 176x100 125 75 Ø 20 5

REV DATE DESCRIPTION APP

REV DATE DESCRIPTION APP

REV DATE DESCRIPTION APP

REV DATE DESCRIPTION APP

75 125 128x100 125 75

REV DATE DESCRIPTION APP

REV DATE DESCRIPTION APP

REV DATE DESCRIPTION APP

PILE CAP 75 100 47x150 100 600

REV DATE DESCRIPTION APP

PILE CAP 65 870 65

REV DATE DESCRIPTION APP