X-HEAD BBSf
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Kingdom of Saudi Arabia Ministry of Transport CONVERSION OF JEDDAH JIZAN TO EXPRESSWAY SEC 3 Bar Bending Schedule BRIDGE AT STATION (191+021.71) COVER = 50 MM X-HEAD Total Weight (kg) SHAPE REMARKS X-HEAD PX1 32 EQUAL 13 X 2 X 1 12.00 0.09 0 12.00 6.310 1,968.72 12.00 = 26 PX1a 32 EQUAL 13 X 1 X 1 4.79 0.09 0 4.79 6.310 392.76 0.95 = 13 3.40 PX1b 32 EQUAL 13 X 1 X 1 9.74 0.09 0 9.74 6.310 798.97 0.95 = 13 8.10 PX2 32 EQUAL 13 X 1 X 1 3.40 0.09 0 3.40 6.310 278.90 3.40 = 13 PX2a 32 EQUAL 13 X 1 X 1 8.10 0.09 0 8.10 6.310 664.44 8.10 = 13 PX3 32 EQUAL 13 X 1 X 1 12.00 0.09 0 12.00 6.310 984.36 12.00 = 13 PX3a 32 EQUAL 13 X 2 X 1 7.20 0.09 1 7.11 6.310 1,166.47 1.00 6.20 = 26 PX3b 32 EQUAL 13 X 2 X 1 11.10 0.09 0 11.10 6.310 1,821.07 11.10 = 26 PX4 20 EQUAL 8 X 2 X 1 12.00 0.05 0 12.00 2.470 474.24 12.00 PERIMETER = 16 PX4a 20 EQUAL 8 X 2 X 1 8.85 0.05 0 8.85 2.470 349.75 8.85 PERIMETER = 16 PX4b 20 EQUAL 6 X 2 X 1 4.84 0.05 2 4.74 2.470 140.49 1.20 1.20 PERIMETER 2.44 = 12 PX5 12 150 128 X 1 X 1 6.11 0.03 3 6.02 0.888 684.26 2.48 OUTER STRIUPS 0.10 0.10 0.95 0.95 1.40 = 128 1.58 R=0.45 PX5a 12 150 2 X 2 X 1 7.55 0.03 3 7.46 0.888 26.48 2.48 0.10 0.10 1.37~1.30 0.95 0.95 = 4 2.15~1.86 PX6 12 150 128 X 2 X 1 3.80 0.03 5 3.65 0.888 829.75 1.40 0.40 0.40 0.10 1.40 = 256 0.10 PX6a 12 150 2 X 4 X 1 3.67 0.03 5 3.52 0.888 25.01 1.37 ~ 1.30 0.40 0.40 0.10 1.37 ~ 1.30 = 8 0.10 TOTAL FOR ONE X-HEAD 10,605.67 TOTAL FOR FOUR X-HEAD 42,422.66 C O N T R A C T O R CONSULTANT SAUDI PAN KINGDOM ITAL CONSULT PREPARED BY QUANTITY ENGINEER BRIDGE ENG. Bar Mark Bar Dia (mm) Spacing (mm) Total No. of Bars Nominal Length (m) Bar Bent Deduction (m) No. of Bents Cut Length (m) Unit Weight (kg/m) BOT OF XHEAD 1st & 2nd LAYER BOT OF XHEAD 1st & 2nd LAYER BOT OF XHEAD 1st LAYER BOT OF XHEAD 2nd LAYER BOT OF XHEAD 2nd LAYER TOP OF XHEAD 1st & 2nd LAYER TOP OF XHEAD 1st LAYER TOP OF XHEAD 2nd LAYER OUTER STRIUPS END OF X-HEAD INNER STRIUPS END OF X-HEAD INNER STRIUPS END OF X-HEAD 0.438 0.69 0.438 0.69 0.45 0.45 0.71 0.45 0.45 0.48 0.48
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Transcript of X-HEAD BBSf
X-Head
Kingdom of Saudi ArabiaMinistry of TransportCONVERSION OF JEDDAH JIZAN TO EXPRESSWAY SEC 3Bar Bending ScheduleBRIDGE AT STATION (191+021.71) COVER = 50 MMX-HEADBar MarkBar Dia (mm)Spacing (mm)Total No. of BarsNominal Length (m)Bar Bent Deduction (m)No. of BentsCut Length (m)Unit Weight (kg/m)Total Weight (kg)SHAPEREMARKS
X-HEADPX132EQUAL13X2X112.000.09012.006.3101,968.72BOT OF XHEAD 1st & 2nd LAYER12.00=26PX1a32EQUAL13X1X14.790.0904.796.310392.76BOT OF XHEAD 1st & 2nd LAYER0.4380.950.69=133.40PX1b32EQUAL13X1X19.740.0909.746.310798.97BOT OF XHEAD 1st LAYER0.950.4380.69=138.10PX232EQUAL13X1X13.400.0903.406.310278.90BOT OF XHEAD 2nd LAYER3.40=13PX2a32EQUAL13X1X18.100.0908.106.310664.44BOT OF XHEAD 2nd LAYER8.10=13PX332EQUAL13X1X112.000.09012.006.310984.36TOP OF XHEAD 1st & 2nd LAYER12.00=13PX3a32EQUAL13X2X17.200.0917.116.3101,166.471.00TOP OF XHEAD 1st LAYER6.20=26PX3b32EQUAL13X2X111.100.09011.106.3101,821.07TOP OF XHEAD 2nd LAYER11.10=26PX420EQUAL8X2X112.000.05012.002.470474.2412.00PERIMETER=16PX4a20EQUAL8X2X18.850.0508.852.470349.758.85PERIMETER=16PX4b20EQUAL6X2X14.840.0524.742.470140.491.201.20PERIMETER2.44=12PX512150128X1X16.110.0336.020.888684.262.48OUTER STRIUPS0.100.100.950.950.451.400.450.71=1281.58R=0.45PX5a121502X2X17.550.0337.460.88826.482.48OUTER STRIUPSEND OF X-HEADHAVETO PUT THE RADIUS0.100.101.37~1.300.950.950.450.454.010.9640.480.482.0050.482=42.15~1.86PX612150128X2X13.800.0353.650.888829.751.40INNER STRIUPSEND OF X-HEAD0.400.400.101.40=2560.10PX6a121502X4X13.670.0353.520.88825.011.37 ~ 1.30INNER STRIUPSEND OF X-HEAD0.400.400.102.671.37 ~ 1.301.335=80.10TOTAL FOR ONE X-HEAD10,605.67TOTAL FOR FOUR X-HEAD42,422.66
C O N T R A C T O RCONSULTANTSAUDI PAN KINGDOMITAL CONSULTPREPARED BY QUANTITY ENGINEERBRIDGE ENG.
Side Wall
Kingdom of Saudi ArabiaMinistry of TransportCONVERSION OF JEDDAH JIZAN TO EXPRESSWAY SEC 3Bar Bending ScheduleBRIDGE AT STATION (191+021.71)COVER = 30 MMSIDE WALLBar MarkBar Dia (mm)Spacing (mm)Total No. of BarsNominal Length (m)Bar Bent Deduction (m)No. of BentsCut Length (m)Unit Weight (kg/m)Total Weight (kg)SHAPEREMARKS
(Pier 1) H=1.65SW11215011X4X22.740.0322.680.888209.430.110.11SIDE WALL HORZ BAR2.52=88SW21415017X2X24.240.0324.181.210343.930.142.12SIDE WALL VER BAR
=682.12TOTAL553.36(Pier 2) Left SideInner H=1.82SW11215012X2X12.740.0322.680.88857.120.110.11SIDE WALL HORZ BAR2.52=24SW21415017X1X14.580.0324.521.21092.980.142.29SIDE WALL VER BAR
=172.29(Pier 2) Left SideOuter H=1.65SW11215011X2X12.740.0322.680.88852.360.110.11SIDE WALL HORZ BAR2.52=22SW21415017X1X14.240.0324.181.21085.980.142.12SIDE WALL VER BAR
=172.12TOTAL288.43(Pier 2) Right Side H=1.65SW11215011X4X12.740.0322.680.888104.710.110.11SIDE WALL HORZ BAR2.52=44SW21415017X2X14.240.0324.181.210171.970.142.12SIDE WALL VER BAR
=342.12TOTAL276.68GRAND TOTAL1,118.47C O N T R A C T O RCONSULTANTSAUDI PAN KINGDOMITAL CONSULTPREPARED BY QUANTITY ENGINEERBRIDGE ENG.
Pier Bairing Plinth
Kingdom of Saudi ArabiaMinistry of TransportCONVERSION OF JEDDAH JIZAN TO EXPRESSWAY SEC 3Bar Bending ScheduleBRIDGE AT STATION (191+021.71)BARING PLINTHBar MarkBar Dia (mm)Spacing (mm)Total No. of BarsNominal Length (m)Bar Bent Deduction (m)No. of BentsCut Length (m)Unit Weight (kg/m)Total Weight (kg)SHAPEREMARKS
(PIER 1) LEFT SIDEPL1121005X24X11.470.0321.410.888150.250.50PLINTHLONG SIDE0.470.500.5=120PL2121007X24X11.370.0321.310.888195.43PLINTHSHORT SIDE0.500.370.50=1680.7PL312EQUAL4X24X12.000.0351.850.888157.710.500.40STIRRUPSOF PLINTH
0.10=96
TOTAL503.39(PIER 1) RIGHT SIDEPL1121005X24X10.970.0320.910.88896.970.50PLINTHLONG SIDE0.470.500.5=120PL2121007X24X11.370.0321.310.888195.43PLINTHSHORT SIDE0.500.370.50=1680.7PL312EQUAL4X24X12.000.0351.850.888157.710.500.40STIRRUPSOF PLINTH
0.10=96
TOTAL450.11(PIER 2) LEFT SIDEPL11210015X12X11.200.0301.200.888191.010.75~0.560.75~0.56PLINTHLONG SIDE0.541.311.5=1800.6550.75PL2121006X12X12.210.0302.210.888141.300.85~0.560.85~0.56PLINTHLONG SIDE1.460.51.5=720.75PL312EQUAL4X12X15.560.0355.410.888230.601.79~2.450.56STIRRUPSOF PLINTH4.230.102.12=48
TOTAL562.90(PIER 2) RIGHT SIDEPL1121005X24X11.470.0321.410.888150.250.50PLINTHLONG SIDE0.470.500.5=120PL2121007X24X11.370.0321.310.888195.43PLINTHSHORT SIDE0.500.370.50=1680.7PL312EQUAL4X24X12.000.0351.850.888157.710.500.40STIRRUPSOF PLINTH
0.10=96
TOTAL503.39GRAND TOTAL2,019.79
C O N T R A C T O RCONSULTANTSAUDI PAN KINGDOMITAL CONSULTPREPARED BY QUANTITY ENGINEERBRIDGE ENG.
Abut Bairing Plinth
Kingdom of Saudi ArabiaMinistry of TransportCONVERSION OF JEDDAH JIZAN TO EXPRESSWAY SEC 3Bar Bending ScheduleBRIDGE AT STATION (191+021.71)ABUTMENT CONCRETE PLINTHBar MarkBar Dia (mm)Spacing (mm)Total No. of BarsNominal Length (m)Bar Bent Deduction (m)No. of BentsCut Length (m)Unit Weight (kg/m)Total Weight (kg)SHAPEREMARKS
(ABUTMENT 1) LEFT SIDEPL1121009X12X11.460.0301.460.888140.020.501350.50PLINTHSHORT SIDE0.460.51.5=1080.75PL2121005X12X11.630.0301.630.88886.8545PLINTHLONG SIDE0.501.13=600.7TOTAL226.87(ABUTMENT 1) RIGHT SIDEPL1121009X12X11.460.0301.460.888140.020.501350.50PLINTHSHORT SIDE0.460.51.5=1080.75PL2121005X12X11.630.0301.630.88886.8545PLINTHLONG SIDE0.501.13=600.7TOTAL226.87(ABUTMENT 2) LEFT SIDEPL1121009X12X11.660.0301.660.888159.200.50~0.701350.50~0.70PLINTHSHORT SIDE0.460.51.5=1080.75PL2121005X12X11.710.0301.710.88890.840.50~0.6545PLINTHLONG SIDE1.131.15=600.5750.7TOTAL250.04(ABUTMENT 2) RIGHT SIDEPL1121009X12X11.460.0301.460.888140.020.501350.50PLINTHSHORT SIDE0.460.51.5=1080.75PL2121005X12X11.630.0301.630.88886.8545PLINTHLONG SIDE0.501.13=600.7TOTAL226.87GRAND TOTAL930.64
C O N T R A C T O RCONSULTANTSAUDI PAN KINGDOMITAL CONSULTPREPARED BY QUANTITY ENGINEERBRIDGE ENG.
