Bar Schedules for Pc 5

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    Bar Dia No.

    Design Length in mm (mm) Mem

    footing

    F1 4,800.00 28 340 2 680.00 3264.00 4.834 15,778.18

    F2 7,000.00 16 91 2 182.00 1274.00 1.578 2,010.37

    F3 28,300.00 24 7 2 14.00 396.20 3.551 1,406.91

    F4 21,200.00 24 31 2 62.00 1314.40 3.551 4,667.43

    F5 9,400.00 24 14 2 28.00 263.20 3.551 934.62

    F6 3,700.00 12 89 2 178.00 658.60 0.888 584.84

    F6' 3,240.00 12 42 1 42.00 136.08 0.888 120.84

    F7 268.62

    F8 4,215.46

    F9 4,698.25

    F10 417.45

    35,102.97

    17,551.49

    PREPARED BY:_______________________

    DATE:_______________________

    SIGNATURE:

    CHECKED BY:___________________________

    DATE:___________________________

    SIGNATURE:

    REINFORCEMENT BARS FOR BOLE MICHEAL SIDEABUTMENT FOOTINGS

    Refer attached detail

    Refer attached detail

    No DISCRIPTION

    LENGTH

    (meters)

    o a or

    two

    aboutment

    o o

    bars

    for Kg per m Kg

    Refer attached detail

    Refer attached detail

    GRAND TOTAL FOR TWO ABOUTMENT FOOTING

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    WING WALLS

    A1 227,000.00 24 118 1 118.00 2,678.60 3.551 9,511.7

    A2 174,100.00 24 194 1 194.00 3,377.54 3.551 11,993.6

    W1 6,700.00 24 120 1 120.00 804.00 3.551 2,855.0

    W2 2,329.0

    W3 10,400.00 24 84 1 84.00 873.60 3.551 3,102.1

    W4 186,900.00 24 128 1 128.00 2,392.32 3.551 8,495.1

    W5 1,198.8

    39,485.4GRAND TOTAL FOR ONE WING WALL

    PREPARED BY:_______________________ CHECKED BY:___________________________

    DATE:_______________________ DATE:___________________________

    Refer attached detail

    Refer attached detail

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    COUNTERFORTS

    CF1 A 195,800.00 28 12 1 12.00 234.96 4.834 1,135.80

    CF1 B 195,800.00 28 12 1 12.00 234.96 4.834 1,135.80

    CF1' A 191,100.00 28 8 1 8.00 152.88 4.834 739.02

    CF1' B 191,100.00 28 8 1 8.00 152.88 4.834 739.02

    CF2 175,900.00 28 20 1 20.00 351.80 4.834 1,700.60

    CF3 159,000.00 28 20 1 20.00 318.00 4.834 1,537.21

    CF4 137,100.00 28 20 1 20.00 274.20 4.834 1,325.48

    CF5 98,700.00 28 20 1 20.00 197.40 4.834 954.23

    CF5' 86,500.00 28 20 1 20.00 173.00 4.834 836.28

    CF6 3,763.27

    CF6' 1,187.93

    CF7 5,982.67

    21,037.33

    Refer attached detail

    Refer attached detail

    Refer attached detail

    CHECKED BY:___________________________

    GRAND TOTAL FOR ONE WING WALL

    PREPARED BY:_______________________

    DATE:_______________________ DATE:___________________________

    SIGNATURE: SIGNATURE:

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  • 8/2/2019 Bar Schedules for Pc 5

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    Bar Dia No.

    Design Length in mm (mm) Mem

    CF7-1 2,240.00 16 5 1 5.00 11.20 1.578 17.674CF7-2 2,820.00 16 5 1 5.00 14.10 1.578 22.250

    CF7-3 3,400.00 16 5 1 5.00 17.00 1.578 26.826

    CF7-4 3,960.00 16 5 1 5.00 19.80 1.578 31.244

    CF7-5 4,540.00 16 5 1 5.00 22.70 1.578 35.821

    CF7-6 5,120.00 16 5 1 5.00 25.60 1.578 40.397

    CF7-7 5,700.00 16 5 1 5.00 28.50 1.578 44.973

    CF7-8 6,280.00 16 5 1 5.00 31.40 1.578 49.549

    CF7-9 6,860.00 16 5 1 5.00 34.30 1.578 54.125

    CF7-10 7,420.00 16 5 1 5.00 37.10 1.578 58.544

    CF7-11 8,000.00 16 5 1 5.00 40.00 1.578 63.120

    CF7-12 8,580.00 16 5 1 5.00 42.90 1.578 67.696CF7-13 9,160.00 16 5 1 5.00 45.80 1.578 72.272

    CF7-14 9,740.00 16 5 1 5.00 48.70 1.578 76.849

    CF7-15 10,320.00 16 5 1 5.00 51.60 1.578 81.425

    CF7-16 10,880.00 16 5 1 5.00 54.40 1.578 85.843

    CF7-17 11,460.00 16 5 1 5.00 57.30 1.578 90.419

    CF7-18 12,000.00 16 5 1 5.00 60.00 1.578 94.680

    CF7-19 14,160.00 16 5 1 5.00 70.80 1.578 111.722

    CF7-20 14,740.00 16 5 1 5.00 73.70 1.578 116.299

    CF7-21 15,320.00 16 5 1 5.00 76.60 1.578 120.875

    CF7-22 15,880.00 16 5 1 5.00 79.40 1.578 125.293

    CF7-23 16,460.00 16 5 1 5.00 82.30 1.578 129.869CF7-24 17,040.00 16 5 1 5.00 85.20 1.578 134.446

    CF7-25 17,620.00 16 5 1 5.00 88.10 1.578 139.022

    CF7-26 18,200.00 16 5 1 5.00 91.00 1.578 143.598

    CF7-27 18,780.00 16 5 1 5.00 93.90 1.578 148.174

    CF7-28 19,340.00 16 5 1 5.00 96.70 1.578 152.593

    CF7-29 19,920.00 16 5 1 5.00 99.60 1.578 157.169

    CF7-30 20,500.00 16 5 1 5.00 102.50 1.578 161.745

    CF7-31 21,080.00 16 5 1 5.00 105.40 1.578 166.321

    CF7-32 21,660.00 16 5 1 5.00 108.30 1.578 170.897

    CF7-33 22,240.00 16 5 1 5.00 111.20 1.578 175.474

    CF7-34 22,800.00 16 5 1 5.00 114.00 1.578 179.892CF7-35 23,380.00 16 5 1 5.00 116.90 1.578 184.468

    CF7-36 23,960.00 16 5 1 5.00 119.80 1.578 189.044

    CF7-37 26,080.00 16 5 1 5.00 130.40 1.578 205.771

    CF7-38 26,660.00 16 5 1 5.00 133.30 1.578 210.347

    CF7-39 27,220.00 16 5 1 5.00 136.10 1.578 214.766

    CF7-40 27,800.00 16 5 1 5.00 139.00 1.578 219.342

    CF7-41 28,380.00 16 5 1 5.00 141.90 1.578 223.918

    CF7-42 28,960.00 16 5 1 5.00 144.80 1.578 228.494

    CF7-43 29,540.00 16 5 1 5.00 147.70 1.578 233.071

    CF7-44 30,120.00 16 5 1 5.00 150.60 1.578 237.647

    CF7-45 30,680.00 16 5 1 5.00 153.40 1.578 242.065

    CF7-46 31,260.00 16 5 1 5.00 156.30 1.578 246.641

    KgKg per mNo DISCRIPTION

    o o

    bars

    for

    o a or

    two

    aboutment

    LENGTH

    (meters)

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    BarDia No.

    Design Length in mm (mm) MemW2-1 6,740.00 24 4 1 4.00 26.96 3.551 95.735

    W2-2 6,950.00 24 4 1 4.00 27.80 3.551 98.718

    W2-3 7,160.00 24 4 1 4.00 28.64 3.551 101.701

    W2-4 7,370.00 24 4 1 4.00 29.48 3.551 104.683

    W2-5 7,580.00 24 4 1 4.00 30.32 3.551 107.666

    W2-6 7,790.00 24 4 1 4.00 31.16 3.551 110.649

    W2-7 8,000.00 24 4 1 4.00 32.00 3.551 113.632

    W2-8 8,210.00 24 4 1 4.00 32.84 3.551 116.615

    W2-9 8,420.00 24 4 1 4.00 33.68 3.551 119.598

    W2-10 8,630.00 24 4 1 4.00 34.52 3.551 122.581

    W2-11 8,840.00 24 4 1 4.00 35.36 3.551 125.563

    W2-12 9,050.00 24 4 1 4.00 36.20 3.551 128.546

    W2-13 9,260.00 24 4 1 4.00 37.04 3.551 131.529

    W2-14 9,470.00 24 4 1 4.00 37.88 3.551 134.512

    W2-15 9,680.00 24 4 1 4.00 38.72 3.551 137.495

    W2-16 9,890.00 24 4 1 4.00 39.56 3.551 140.478

    W2-17 10,100.00 24 4 1 4.00 40.40 3.551 143.460

    W2-18 10,310.00 24 4 1 4.00 41.24 3.551 146.443

    W2-19 10,520.00 24 4 1 4.00 42.08 3.551 149.426

    2,329.030

    Kg

    Total for

    two

    aboutment

    TOTAL

    LENGTH

    (meters) Kg per m

    WING WALLS

    HORIZONTAL

    No DISCRIPTION

    bars

    for

    one

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    Bar F7 c/c0.30 Location;Top bar in footing pad

    a. for Bole Michael side abutment

    Label Diameter Length Number Total Length K.g. per m K.g

    F7-1 12 9.50 2 19.000 0.888 16.872

    F7-2 12 9.49 2 18.980 0.888 16.854

    F7-3 12 9.47 2 18.940 0.888 16.819

    F7-4 12 9.46 2 18.920 0.888 16.801

    F7-5 12 9.45 2 18.900 0.888 16.783

    F7-6 12 9.44 2 18.880 0.888 16.765

    F7-7 12 9.43 2 18.860 0.888 16.748

    F7-8 12 9.42 2 18.840 0.888 16.730

    F7-9 12 9.41 2 18.820 0.888 16.712

    Bar F7 SubTotal for Bole Michael Side Abutment= 151.084

    b. for Meskel flower side abutment

    Label Diameter Length Number Total Length K.g. per m K.g

    F7-1 12 9.50 2 19.000 0.888 16.872

    F7-2 12 9.48 2 18.960 0.888 16.836

    F7-3 12 9.47 2 18.940 0.888 16.819

    F7-4 12 9.45 2 18.900 0.888 16.783

    F7-5 12 9.44 2 18.880 0.888 16.765

    F7-6 12 9.43 2 18.860 0.888 16.748

    F7-7 12 9.41 2 18.820 0.888 16.712

    Bar F7 SubTotal for Meskel Flower Side Abutment= 117.535

    Total bar F7= 268.619 K.g.

    Prepared by

    Date

    Sign

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    Bar F10 c/c 0.30 Location; Top bar in footing

    a. Bole Michael side abutment

    Label Diameter Length Number Total Length K.g. per m K.g

    F10-1 12 26.70 1 26.700 0.888 23.710

    F10-2 12 26.68 1 26.680 0.888 23.692

    F10-3 12 26.64 1 26.640 0.888 23.656

    F10-4 12 26.62 1 26.620 0.888 23.639

    F10-5 12 26.60 1 26.600 0.888 23.621

    F10-6 12 26.58 1 26.580 0.888 23.603

    F10-7 12 26.56 1 26.560 0.888 23.585

    F10-8 12 26.54 1 26.540 0.888 23.568

    F10-9 12 26.52 1 26.520 0.888 23.550

    Bar F10 SubTotal for Bole Michael Side Abutment= 212.624

    b. Meskel flower side abutment

    Label Diameter Length Number Total Length K.g. per m K.g

    F10-1 12 25.74 1 25.740 0.888 22.857

    F10-2 12 25.72 1 25.720 0.888 22.839

    F10-3 12 25.68 1 25.680 0.888 22.804

    F10-4 12 25.66 1 25.660 0.888 22.786

    F10-5 12 25.62 1 25.620 0.888 22.751

    F10-6 12 25.60 1 25.600 0.888 22.733

    F10-7 12 25.58 1 25.580 0.888 22.715

    F10-8 12 25.54 1 25.540 0.888 22.680

    F10-9 12 25.52 1 25.520 0.888 22.662

    Bar F10 SubTotal for Meskel flowe Side Abutment= 204.827

    Total bar F10= 417.451 Kg

    Approved by

    Date

    Sign

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    Bar F8 c.c 0.14 Location; Top of Footing

    Label Diameter Length

    Number of bars

    for one abutment

    Number of bars for

    two abutments Total Length kg.per m K.gF8-1 24 6.86 2 4 27.440 3.551 97.439

    F8-2 24 6.86 2 4 27.440 3.551 97.439

    F8-3 24 6.86 2 4 27.440 3.551 97.439

    F8-4 24 6.86 2 4 27.440 3.551 97.439

    F8-5 24 6.86 2 4 27.440 3.551 97.439

    F8-6 24 6.86 2 4 27.440 3.551 97.439

    F8-7 24 6.87 2 4 27.480 3.551 97.581

    F8-8 24 6.87 2 4 27.480 3.551 97.581

    F8-9 24 6.87 2 4 27.480 3.551 97.581

    F8-10 24 6.87 2 4 27.480 3.551 97.581

    F8-11 24 6.87 2 4 27.480 3.551 97.581

    F8-12 24 6.88 2 4 27.520 3.551 97.724

    F8-13 24 6.88 2 4 27.520 3.551 97.724

    F8-14 24 6.88 2 4 27.520 3.551 97.724

    F8-15 24 6.88 2 4 27.520 3.551 97.724

    F8-16 24 6.88 2 4 27.520 3.551 97.724

    F8-17 24 6.89 2 4 27.560 3.551 97.866

    F8-18 24 6.89 2 4 27.560 3.551 97.866

    F8-19 24 6.89 2 4 27.560 3.551 97.866

    F8-20 24 6.89 2 4 27.560 3.551 97.866

    F8-21 24 6.89 2 4 27.560 3.551 97.866

    F8-22 24 6.89 2 4 27.560 3.551 97.866

    F8-23 24 6.93 42 84 582.120 3.551 2067.108

    4215.463 kgTotal bar F8

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    Bar CF' Location; Horizontal stirrup for Wingwall Counterforts Spacing;0.10 and 0.

    Label DiameterShape

    Length Spacing

    Number of Bars

    for one

    abutment

    Total

    Length

    4.93

    CF'-1 12 0.30 0.10 0.30 10.56 0.10 2 21.120

    4.934.90

    CF'-2 12 0.30 0.10 0.30 10.5 0.10 2 21.000

    4.90

    4.86CF'-3 12 0.30 0.10 0.30 10.42 0.10 2 20.840

    4.86

    4.83CF'-4 12 0.30 0.10 0.30 10.36 0.10 2 20.720

    4.83

    4.79CF'-5 12 0.30 0.10 0.30 10.28 0.10 2 20.560

    4.79

    4.76

    CF'-6 12 0.30 0.10 0.30 10.22 0.10 2 20.440

    4.76

    4.72CF'-7 12 0.30 0.10 0.30 10.14 0.10 2 20.280

    4.72

    4.69CF'-8 12 0.30 0.10 0.30 10.08 0.10 2 20.160

    4.69

    4.65CF'-9 12 0.30 0.10 0.30 10.02 0.10 2 20.040

    4.65

    4.62CF'-10 12 0.30 0.10 0.30 9.94 0.10 2 19.880

    4.624.58

    CF'-11 12 0.30 0.10 0.30 9.88 0.10 2 19.760

    4.58

    4.55CF'-12 12 0.30 0.10 0.30 9.8 0.10 2 19.600

    4.55

    4.51CF'-13 12 0.30 0.10 0.30 9.74 0.10 2 19.480

    4.51

    4.48CF'-14 12 0.30 0.10 0.30 9.66 0.10 2 19.320

    4.48

    4.44CF'-15 12 0.30 0.10 0.30 9.6 0.10 2 19.200

    4.44

    4.41CF'-16 12 0.30 0.10 0.30 9.52 0.10 2 19.040

    4.41

    Prepared by Checked by pproved b

    Date Date Date

    Sign Sign Sign

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    Bar CF' Location; Horizontal stirrup for Wingwall Counterforts Spacing;0.10 and 0.

    Label DiameterShape

    Length Spacing

    Number of Bars

    for one

    abutment

    Total

    Length

    4.37CF'-17 12 0.30 0.10 0.30 9.46 0.10 2 18.920

    4.37

    4.33CF'-18 12 0.30 0.10 0.30 9.38 0.10 2 18.760

    4.33

    4.30CF'-19 12 0.30 0.10 0.30 9.32 0.10 2 18.640

    4.30

    4.26CF'-20 12 0.30 0.10 0.30 9.24 0.10 2 18.480

    4.26

    4.23CF'-21 12 0.30 0.10 0.30 9.18 0.10 2 18.360

    4.23

    4.19CF'-22 12 0.30 0.10 0.30 9.1 0.10 2 18.200

    4.19

    4.16CF'-23 12 0.30 0.10 0.30 9.04 0.10 2 18.080

    4.16

    4.12CF'-24 12 0.30 0.10 0.30 8.96 0.10 2 17.920

    4.12

    4.09CF'-25 12 0.30 0.10 0.30 8.9 0.10 2 17.800

    4.09

    4.05CF'-26 12 0.30 0.10 0.30 8.84 0.10 2 17.680

    4.05

    4.02CF'-27 12 0.30 0.10 0.30 8.76 0.10 2 17.520

    4.02

    3.98CF'-28 12 0.30 0.10 0.30 8.7 0.10 2 17.400

    3.98

    3.95CF'-29 12 0.30 0.10 0.30 8.62 0.10 2 17.240

    3.95

    3.91CF'-30 12 0.30 0.10 0.30 8.56 0.10 2 17.120

    3.91

    3.88

    CF'-31 12 0.30 0.10 0.30 8.48 0.10 2 16.9603.88

    3.84CF'-32 12 0.30 0.10 0.30 8.42 0.10 2 16.840

    3.84

    Prepared by Checked by pproved b

    Date Date Date

    Sign Sign Sign

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    Bar CF' Location; Horizontal stirrup for Wingwall Counterforts Spacing;0.10 and 0.

    Label DiameterShape

    Length Spacing

    Number of Bars

    for one

    abutment

    Total

    Length

    3.81CF'-33 12 0.30 0.10 0.30 8.34 0.10 2 16.680

    3.81

    3.77CF'-34 12 0.30 0.10 0.30 8.28 0.10 2 16.560

    3.77

    3.74CF'-35 12 0.30 0.10 0.30 8.2 0.10 2 16.400

    3.74

    3.70CF'-36 12 0.30 0.10 0.30 8.14 0.10 2 16.280

    3.70

    3.67CF'-37 12 0.30 0.10 0.30 8.06 0.10 2 16.120

    3.67

    3.63CF'-38 12 0.30 0.10 0.30 8 0.10 2 16.000

    3.63

    3.60CF'-39 12 0.30 0.10 0.30 7.92 0.10 2 15.840

    3.60

    3.56CF'-40 12 0.30 0.10 0.30 7.86 0.10 2 15.720

    3.56

    3.53CF'-41 12 0.30 0.10 0.30 7.78 0.10 2 15.560

    3.53

    3.49CF'-42 12 0.30 0.10 0.30 7.72 0.10 2 15.440

    3.49

    3.46CF'-43 12 0.30 0.10 0.30 7.66 0.10 2 15.320

    3.46

    3.42CF'-44 12 0.30 0.10 0.30 7.58 0.10 2 15.160

    3.42

    3.39CF'-45 12 0.30 0.10 0.30 7.52 0.10 2 15.040

    3.39

    3.35CF'-46 12 0.30 0.10 0.30 7.44 0.10 2 14.880

    3.35

    3.31

    CF'-47 12 0.30 1.10 0.30 7.38 0.10 2 14.7603.31

    3.28CF'-48 12 0.30 2.10 0.30 7.3 0.10 2 14.600

    3.28

    Prepared by Checked by pproved b

    Date Date Date

    Sign Sign Sign

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    Bar CF' Location; Horizontal stirrup for Wingwall Counterforts Spacing;0.10 and 0.

    Label DiameterShape

    Length Spacing

    Number of Bars

    for one

    abutment

    Total

    Length

    3.24CF'-49 12 0.30 3.10 0.30 7.24 0.10 2 14.480

    3.24

    3.21CF'-50 12 0.30 4.10 0.30 7.16 0.10 2 14.320

    3.21

    3.17CF'-51 12 0.30 5.10 0.30 7.1 0.10 2 14.200

    3.17

    3.14CF'-52 12 0.30 6.10 0.30 7.02 0.10 2 14.040

    3.14

    3.10CF'-53 12 0.30 7.10 0.30 6.96 0.10 2 13.920

    3.10

    3.07CF'-54 12 0.30 8.10 0.30 6.88 0.10 2 13.760

    3.07

    3.03CF'-55 12 0.30 9.10 0.30 6.82 0.10 2 13.640

    3.03

    3.00CF'-56 12 0.30 10.10 0.30 6.74 0.10 2 13.480

    3.00

    2.96CF'-57 12 0.30 11.10 0.30 6.68 0.10 2 13.360

    2.96

    2.93CF'-58 12 0.30 12.10 0.30 6.6 0.10 2 13.200

    2.93

    2.89CF'-59 12 0.30 13.10 0.30 6.54 0.10 2 13.080

    2.89

    2.86CF'-60 12 0.30 14.10 0.30 6.48 0.10 2 12.960

    2.86

    2.82CF'-61 12 0.30 15.10 0.30 6.4 0.10 2 12.800

    2.82

    2.79CF'-62 12 0.30 16.10 0.30 6.34 0.10 2 12.680

    2.79

    2.75

    CF'-63 12 0.30 17.10 0.30 6.26 0.10 2 12.5202.75

    2.72CF'-64 12 0.30 18.10 0.30 6.2 0.10 2 12.400

    2.72

    2.68CF'-65 12 0.30 19.10 0.30 6.12 0.10 2 12.240

    2.68

    2.65CF'-66 12 0.30 20.10 0.30 6.06 0.10 2 12.120

    2.65

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    Bar CF' Location; Horizontal stirrup for Wingwall Counterforts Spacing;0.10 and 0.

    Label DiameterShape

    Length Spacing

    Number of Bars

    for one

    abutment

    Total

    Length

    2.58CF'-67 12 0.30 21.10 0.30 5.92 0.20 2 11.840

    2.58

    2.51CF'-68 12 0.30 22.10 0.30 5.78 0.20 2 11.560

    2.51

    2.44CF'-69 12 0.30 23.10 0.30 5.64 0.20 2 11.280

    2.44

    2.37CF'-70 12 0.30 24.10 0.30 5.5 0.20 2 11.000

    2.37

    2.29CF'-71 12 0.30 25.10 0.30 5.36 0.20 2 10.720

    2.29

    2.22CF'-72 12 0.30 26.10 0.30 5.22 0.20 2 10.440

    2.222.15

    CF'-73 12 0.30 27.10 0.30 5.08 0.20 2 10.160

    2.15

    2.08CF'-74 12 0.30 28.10 0.30 4.94 0.20 2 9.880

    2.08

    2.01CF'-75 12 0.30 29.10 0.30 4.8 0.20 2 9.600

    2.01

    1.94CF'-76 12 0.30 30.10 0.30 4.66 0.20 2 9.320

    1.94

    1.87CF'-77 12 0.30 31.10 0.30 4.52 0.20 2 9.040

    1.87

    1.80CF'-78 12 0.30 32.10 0.30 4.38 0.20 2 8.760

    1.80

    1.73CF'-79 12 0.30 33.10 0.30 4.24 0.20 2 8.480

    1.73

    1.66CF'-80 12 0.30 34.10 0.30 4.12 0.20 2 8.240

    1.66

    1.59CF'-81 12 0.30 35.10 0.30 3.98 0.20 2 7.960

    1.59

    1.52CF'-82 12 0.30 36.10 0.30 3.84 0.20 2 7.680

    1.52

    1.45CF'-83 12 0.30 37.10 0.30 3.7 0.20 2 7.400

    1.45

    Prepared by Checked by pproved b

    Date Date Date

    Sign Sign Sign

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    Bar CF' Location; Horizontal stirrup for Wingwall Counterforts Spacing;0.10 and 0.

    Label DiameterShape

    Length Spacing

    Number of Bars

    for one

    abutment

    Total

    Length

    1.38CF'-84 12 0.30 38.10 0.30 3.56 0.20 2 7.120

    1.38

    1.31CF'-85 12 0.30 39.10 0.30 3.42 0.20 2 6.840

    1.31

    1.24CF'-86 12 0.30 40.10 0.30 3.28 0.20 2 6.560

    1.24

    1.17CF'-87 12 0.30 41.10 0.30 3.14 0.20 2 6.280

    1.17

    1.10CF'-88 12 0.30 42.10 0.30 3 0.20 2 6.000

    1.10

    1.03CF'-89 12 0.30 43.10 0.30 2.86 0.20 2 5.720

    1.030.96

    CF'-90 12 0.30 44.10 0.30 2.72 0.20 2 5.440

    0.96

    0.89CF'-91 12 0.30 45.10 0.30 2.58 0.20 2 5.160

    0.89

    0.82CF'-92 12 0.30 46.10 0.30 2.44 0.20 2 4.880

    0.82

    0.75CF'-93 12 0.30 47.10 0.30 2.3 0.20 2 4.600

    0.75

    0.68CF'-94 12 0.30 48.10 0.30 2.16 0.20 2 4.320

    0.68

    0.61CF'-95 12 0.30 49.10 0.30 2.02 0.20 2 4.040

    0.61

    0.54CF'-96 12 0.30 50.10 0.30 1.88 0.20 2 3.760

    0.54

    0.47CF'-97 12 0.30 51.10 0.30 1.76 0.20 2 3.520

    0.47

    0.40CF'-98 12 0.30 52.10 0.30 1.62 0.20 2 3.240

    0.40

    Prepared by Checked by pproved b

    Date Date Date

    Sign Sign Sign

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    0

    Kg. per m K.g.

    0.888 18.755

    0.888 18.648

    0.888 18.506

    0.888 18.399

    0.888 18.257

    0.888 18.151

    0.888 18.009

    0.888 17.902

    0.888 17.796

    0.888 17.653

    0.888 17.547

    0.888 17.405

    0.888 17.298

    0.888 17.156

    0.888 17.05

    0.888 16.908

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    0

    Kg. per m K.g.

    0.888 16.801

    0.888 16.659

    0.888 16.552

    0.888 16.41

    0.888 16.304

    0.888 16.162

    0.888 16.055

    0.888 15.913

    0.888 15.806

    0.888 15.7

    0.888 15.558

    0.888 15.451

    0.888 15.309

    0.888 15.203

    0.888 15.06

    0.888 14.954

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    0

    Kg. per m K.g.

    0.888 14.812

    0.888 14.705

    0.888 14.563

    0.888 14.457

    0.888 14.315

    0.888 14.208

    0.888 14.066

    0.888 13.959

    0.888 13.817

    0.888 13.711

    0.888 13.604

    0.888 13.462

    0.888 13.356

    0.888 13.213

    0.888 13.107

    0.888 12.965

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    0

    Kg. per m K.g.

    0.888 12.858

    0.888 12.716

    0.888 12.61

    0.888 12.468

    0.888 12.361

    0.888 12.219

    0.888 12.112

    0.888 11.97

    0.888 11.864

    0.888 11.722

    0.888 11.615

    0.888 11.508

    0.888 11.366

    0.888 11.26

    0.888 11.118

    0.888 11.011

    0.888 10.869

    0.888 10.763

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    0

    Kg. per m K.g.

    0.888 10.514

    0.888 10.265

    0.888 10.017

    0.888 9.768

    0.888 9.519

    0.888 9.271

    0.888 9.022

    0.888 8.773

    0.888 8.525

    0.888 8.276

    0.888 8.028

    0.888 7.779

    0.888 7.53

    0.888 7.317

    0.888 7.068

    0.888 6.82

    0.888 6.571

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    0

    Kg. per m K.g.

    0.888 6.323

    0.888 6.074

    0.888 5.825

    0.888 5.577

    0.888 5.328

    0.888 5.079

    0.888 4.831

    0.888 4.582

    0.888 4.333

    0.888 4.085

    0.888 3.836

    0.888 3.588

    0.888 3.339

    0.888 3.126

    0.888 2.877

    Total CF' 1187.933 k.g

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    Bar CF' Location; Horizontal stirrup for Abutment Counterforts Spacing;0.10 and 0.2

    Label Diameter Length Spacing

    Number of Bars

    for one

    abutment

    Total

    Length Kg. per m K.g.

    CF-1 12 11.34 0.10 6 68.040 0.888 60.42

    CF-2 12 11.28 0.10 6 67.680 0.888 60.1

    CF-3 12 11.20 0.10 6 67.200 0.888 59.674

    CF-4 12 11.14 0.10 6 66.840 0.888 59.354

    CF-5 12 11.06 0.10 6 66.360 0.888 58.928

    CF-6 12 11.00 0.10 6 66.000 0.888 58.608

    CF-7 12 10.92 0.10 6 65.520 0.888 58.182

    CF-8 12 10.86 0.10 6 65.160 0.888 57.862

    CF-9 12 10.80 0.10 6 64.800 0.888 57.542

    CF-10 12 10.72 0.10 6 64.320 0.888 57.116

    CF-11 12 10.66 0.10 6 63.960 0.888 56.796

    CF-12 12 10.58 0.10 6 63.480 0.888 56.37

    CF-13 12 10.52 0.10 6 63.120 0.888 56.051

    CF-14 12 10.44 0.10 6 62.640 0.888 55.624

    CF-15 12 10.38 0.10 6 62.280 0.888 55.305

    CF-16 12 10.30 0.10 6 61.800 0.888 54.878

    Prepared by Checked by pproved by

    Date Date Date

    Sign Sign Sign

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    Bar CF' Location; Horizontal stirrup for Abutment Counterforts Spacing;0.10 and 0.2

    Label Diameter Length Spacing

    Number of Bars

    for one

    abutment

    Total

    Length Kg. per m K.g.

    CF-17 12 10.24 0.10 6 61.440 0.888 54.559

    CF-18 12 10.16 0.10 6 60.960 0.888 54.132

    CF-19 12 10.10 0.10 6 60.600 0.888 53.813

    CF-20 12 10.02 0.10 6 60.120 0.888 53.387

    CF-21 12 9.96 0.10 6 59.760 0.888 53.067

    CF-22 12 9.88 0.10 6 59.280 0.888 52.641

    CF-23 12 9.82 0.10 6 58.920 0.888 52.321

    CF-24 12 9.74 0.10 6 58.440 0.888 51.895

    CF-25 12 9.68 0.10 6 58.080 0.888 51.575

    CF-26 12 9.62 0.10 6 57.720 0.888 51.255

    CF-27 12 9.54 0.10 6 57.240 0.888 50.829

    CF-28 12 9.48 0.10 6 56.880 0.888 50.509

    CF-29 12 9.40 0.10 6 56.400 0.888 50.083

    CF-30 12 9.34 0.10 6 56.040 0.888 49.764

    CF-31 12 9.26 0.10 6 55.560 0.888 49.337

    CF-32 12 9.20 0.10 6 55.200 0.888 49.018

    Prepared by Checked by pproved by

    Date Date Date

    Sign Sign Sign

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    Bar CF' Location; Horizontal stirrup for Abutment Counterforts Spacing;0.10 and 0.2

    Label Diameter Length Spacing

    Number of Bars

    for one

    abutment

    Total

    Length Kg. per m K.g.

    CF-33 12 9.12 0.10 6 54.720 0.888 48.591

    CF-34 12 9.06 0.10 6 54.360 0.888 48.272

    CF-35 12 8.98 0.10 6 53.880 0.888 47.845

    CF-36 12 8.92 0.10 6 53.520 0.888 47.526

    CF-37 12 8.84 0.10 6 53.040 0.888 47.1

    CF-38 12 8.78 0.10 6 52.680 0.888 46.78

    CF-39 12 8.70 0.10 6 52.200 0.888 46.354

    CF-40 12 8.64 0.10 6 51.840 0.888 46.034

    CF-41 12 8.56 0.10 6 51.360 0.888 45.608

    CF-42 12 8.50 0.10 6 51.000 0.888 45.288

    CF-43 12 8.44 0.10 6 50.640 0.888 44.968

    CF-44 12 8.36 0.10 6 50.160 0.888 44.542

    CF-45 12 8.30 0.10 6 49.800 0.888 44.222

    CF-46 12 8.22 0.10 6 49.320 0.888 43.796

    CF-47 12 8.16 0.10 6 48.960 0.888 43.476

    CF-48 12 8.08 0.10 6 48.480 0.888 43.05

    Prepared by Checked by pproved by

    Date Date Date

    Sign Sign Sign

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    Bar CF' Location; Horizontal stirrup for Abutment Counterforts Spacing;0.10 and 0.2

    Label Diameter Length Spacing

    Number of Bars

    for one

    abutment

    Total

    Length Kg. per m K.g.

    CF-49 12 7.24 0.10 6 43.440 0.888 38.575

    CF-50 12 7.16 0.10 6 42.960 0.888 38.148

    CF-51 12 7.10 0.10 6 42.600 0.888 37.829

    CF-52 12 7.02 0.10 6 42.120 0.888 37.403

    CF-53 12 6.96 0.10 6 41.760 0.888 37.083

    CF-54 12 6.88 0.10 6 41.280 0.888 36.657

    CF-55 12 6.82 0.10 6 40.920 0.888 36.337

    CF-56 12 6.74 0.10 6 40.440 0.888 35.911

    CF-57 12 6.68 0.10 6 40.080 0.888 35.591

    CF-58 12 6.60 0.10 6 39.600 0.888 35.165

    CF-59 12 6.54 0.10 6 39.240 0.888 34.845

    CF-60 12 6.48 0.10 6 38.880 0.888 34.525

    CF-61 12 6.40 0.10 6 38.400 0.888 34.099

    CF-62 12 6.34 0.10 6 38.040 0.888 33.78

    CF-63 12 6.26 0.10 6 37.560 0.888 33.353

    CF-64 12 6.20 0.10 6 37.200 0.888 33.034

    CF-65 12 6.12 0.10 6 36.720 0.888 32.607

    CF-66 12 6.06 0.10 6 36.360 0.888 32.288

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    Bar CF' Location; Horizontal stirrup for Abutment Counterforts Spacing;0.10 and 0.2

    Label Diameter Length Spacing

    Number of Bars

    for one

    abutment

    Total

    Length Kg. per m K.g.

    CF-67 12 5.92 0.20 6 35.520 0.888 31.542

    CF-68 12 5.78 0.20 6 34.680 0.888 30.796

    CF-69 12 5.64 0.20 6 33.840 0.888 30.05

    CF-70 12 5.50 0.20 6 33.000 0.888 29.304

    CF-71 12 5.36 0.20 6 32.160 0.888 28.558

    CF-72 12 5.22 0.20 6 31.320 0.888 27.812

    CF-73 12 5.08 0.20 6 30.480 0.888 27.066

    CF-74 12 4.94 0.20 6 29.640 0.888 26.32

    CF-75 12 4.80 0.20 6 28.800 0.888 25.574

    CF-76 12 4.66 0.20 6 27.960 0.888 24.828

    CF-77 12 4.52 0.20 6 27.120 0.888 24.083

    CF-78 12 4.38 0.20 6 26.280 0.888 23.337

    CF-79 12 4.24 0.20 6 25.440 0.888 22.591

    CF-80 12 4.12 0.20 6 24.720 0.888 21.951

    CF-81 12 3.98 0.20 6 23.880 0.888 21.205

    CF-82 12 3.84 0.20 6 23.040 0.888 20.46

    CF-83 12 3.70 0.20 6 22.200 0.888 19.714

    Prepared by Checked by pproved by

    Date Date DateSign Sign Sign

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    Bar CF' Location; Horizontal stirrup for Abutment Counterforts Spacing;0.10 and 0.2

    Label Diameter Length Spacing

    Number of Bars

    for one

    abutment

    Total

    Length Kg. per m K.g.

    CF-84 12 3.56 0.20 6 21.360 0.888 18.968

    CF-85 12 3.42 0.20 6 20.520 0.888 18.222

    CF-86 12 3.28 0.20 6 19.680 0.888 17.476

    CF-87 12 3.14 0.20 6 18.840 0.888 16.73

    CF-88 12 3.00 0.20 6 18.000 0.888 15.984

    CF-89 12 2.86 0.20 6 17.160 0.888 15.238

    CF-90 12 2.72 0.20 6 16.320 0.888 14.492

    CF-91 12 2.58 0.20 6 15.480 0.888 13.746

    CF-92 12 2.44 0.20 6 14.640 0.888 13

    CF-93 12 2.30 0.20 6 13.800 0.888 12.254

    CF-94 12 2.16 0.20 6 12.960 0.888 11.508

    CF-95 12 2.02 0.20 6 12.120 0.888 10.763

    CF-96 12 1.88 0.20 6 11.280 0.888 10.017

    CF-97 12 1.76 0.20 6 10.560 0.888 9.377

    CF-98 12 1.62 0.20 6 9.720 0.888 8.631

    Total CF 3763.274 k.g

    Prepared by Checked by Approved by

    Date Date Date

    Sign Sign Sign

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    Bar F9 Location;Top reinforcement in footing Spacing 0.12

    Label Diameter Length

    Number of

    bars for one

    abutment

    Number of

    bars for two

    abutment

    Total

    Length

    kg per

    m

    k.g

    F9 -1 24 22.00 1 2 44.000 3.551 156.244

    F9 -2 24 22.02 1 2 44.040 3.551 156.386

    F9 -3 24 22.02 1 2 44.040 3.551 156.386

    F9 -4 24 22.02 1 2 44.040 3.551 156.386

    F9 -5 24 22.02 1 2 44.040 3.551 156.386

    F9 -6 24 22.02 1 2 44.040 3.551 156.386

    F9 -7 24 22.02 1 2 44.040 3.551 156.386

    F9 -8 24 22.02 1 2 44.040 3.551 156.386

    F9 -9 24 22.02 1 2 44.040 3.551 156.386

    F9 -10 24 22.04 1 2 44.080 3.551 156.528

    F9 -11 24 22.04 1 2 44.080 3.551 156.528

    F9 -12 24 22.04 1 2 44.080 3.551 156.528

    F9 -13 24 22.04 1 2 44.080 3.551 156.528

    F9 -14 24 22.06 1 2 44.120 3.551 156.67

    F9 -15 24 22.06 1 2 44.120 3.551 156.67

    F9 -16 24 22.04 1 2 44.080 3.551 156.528

    F9 -17 24 22.04 1 2 44.080 3.551 156.528

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    F9 -18 24 22.06 1 2 44.120 3.551 156.67

    F9 -19 24 22.06 1 2 44.120 3.551 156.67

    F9 -20 24 22.06 1 2 44.120 3.551 156.67

    F9 -21 24 22.06 1 2 44.120 3.551 156.67

    3286.52

    Label Diameter Length

    Number of

    bars for one

    abutment

    Number of

    bars for two

    abutment

    Total

    Length

    kg per

    m

    k.g

    F9 -22 24 22.08 1 2 44.160 3.551 156.812

    F9 -23 24 22.08 1 2 44.160 3.551 156.812

    F9 -24 24 22.08 1 2 44.160 3.551 156.812

    F9 -25 24 22.10 1 2 44.200 3.551 156.954

    F9 -26 24 22.08 1 2 44.160 3.551 156.812

    F9 -27 24 22.08 1 2 44.160 3.551 156.812

    F9 -28 24 22.08 1 2 44.160 3.551 156.812

    F9 -29 24 22.10 1 2 44.200 3.551 156.954

    F9 -30 24 22.10 1 2 44.200 3.551 156.954

    1411.73

    4698.254

    Prepared by Checked by Approved by

    Date Date DateSign Sign Sign

    SUB TOTAL

    GRAND TOTAL

    SUB TOTAL

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    Total bar F9 4698.254 Kg

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    Bar W5 Location; WingWall Spacing 0.15

    Label Diameter Length

    Number for

    one

    abutment Total Length kg per m K.g.

    W5-1 12 8.20 8 65.600 0.888 58.253

    W5-2 12 8.05 8 64.400 0.888 57.187

    W5-3 12 7.90 8 63.200 0.888 56.122

    W5-4 12 7.75 8 62.000 0.888 55.056

    W5-5 12 7.60 8 60.800 0.888 53.99

    W5-6 12 7.45 8 59.600 0.888 52.925

    W5-7 12 7.30 8 58.400 0.888 51.859

    W5-8 12 7.15 8 57.200 0.888 50.794

    W5-9 12 7.00 8 56.000 0.888 49.728

    W5-10 12 6.85 8 54.800 0.888 48.662

    W5-11 12 6.70 8 53.600 0.888 47.597

    W5-12 12 6.55 8 52.400 0.888 46.531

    W5-13 12 6.40 8 51.200 0.888 45.466

    W5-14 12 6.25 8 50.000 0.888 44.4

    W5-15 12 6.10 8 48.800 0.888 43.334

    W5-16 12 5.95 8 47.600 0.888 42.269

    W5-17 12 5.80 8 46.400 0.888 41.203

    W5-18 12 5.65 8 45.200 0.888 40.138

    W5-19 12 5.50 8 44.000 0.888 39.072

    W5-20 12 5.35 8 42.800 0.888 38.006

    W5-21 12 5.20 8 41.600 0.888 36.941

    W5-22 12 5.05 8 40.400 0.888 35.875

    W5-23 12 4.90 8 39.200 0.888 34.81

    W5-24 12 4.75 8 38.000 0.888 33.744

    W5-25 12 4.60 8 36.800 0.888 32.678

    W5-26 12 4.45 8 35.600 0.888 31.613

    W5-27 12 4.30 8 34.400 0.888 30.547

    Total W5 1198.8

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    Prepared by Checked by Approved by

    Date Date Date

    Sign Sign Sign

  • 8/2/2019 Bar Schedules for Pc 5

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    k.g

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    Bar B3 Location ; Vertical stirrup for backwall Spacing 0.30

    Label Diameter Shape Length

    Number of bars for

    one abutment Total Length kg/m kg

    B3-1

    B3-2 12 1.46 3.76 8 30.080 0.888 26.711

    B3-3 0.1B3-4 0.24

    B3-5

    B3-6 12 1.49 3.82 8 30.560 0.888 27.137

    B3-7 0.1

    B3-8 0.24

    B3-9

    B3-10 12 1.52 3.88 8 31.040 0.888 27.564

    B3-11 0.1

    B3-12 0.24

    B3-13

    B3-14 12 1.55 3.94 8 31.520 0.888 27.99

    B3-15 0.1

    B3-16 0.24

    B3-17

    B3-18 12 1.58 4.00 8 32.000 0.888 28.416

    B3-19 0.1B3-20 0.24

    B3-21

    B3-22 12 1.61 4.06 8 32.480 0.888 28.842

    B3-23 0.1

    B3-24 0.24

    B3-25

    B3-26 12 1.64 4.12 8 32.960 0.888 29.268

    B3-27 0.1

    B3-28 0.24

    B3-29

    B3-30 12 1.67 4.18 8 33.440 0.888 29.695

    B3-31 0.1

    B3-32 0.24

    B3-33

    B3-34 12 1.70 4.24 4 16.960 0.888 15.060.1

    0.24

    Total B3 240.683 kg

    Contractor; Pan Africa Con.Eng PLC

    Prepared by Checked by Approved by

    Date Date Date

    Sign Sign Sign

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    Label Origin Spacing Distance Height rate Height Width Tip

    0.1 -0.1 0.1

    1 0.7 0.1 0 2.83829611 0.7 0.28 0.1

    2 0.7 0.1 0.1 2.83829611 0.98 0.28 0.1

    3 0.7 0.1 0.2 2.83829611 1.27 0.28 0.1

    4 0.7 0.1 0.3 2.83829611 1.55 0.28 0.1

    5 0.7 0.1 0.4 2.83829611 1.84 0.28 0.1

    6 0.7 0.1 0.5 2.83829611 2.12 0.28 0.1

    7 0.7 0.1 0.6 2.83829611 2.4 0.28 0.1

    8 0.7 0.1 0.7 2.83829611 2.69 0.28 0.1

    9 0.7 0.1 0.8 2.83829611 2.97 0.28 0.1

    10 0.7 0.1 0.9 2.83829611 3.25 0.28 0.1

    11 0.7 0.1 1 2.83829611 3.54 0.28 0.1

    12 0.7 0.1 1.1 2.83829611 3.82 0.28 0.1

    13 0.7 0.1 1.2 2.83829611 4.11 0.28 0.1

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    14 0.7 0.1 1.3 2.83829611 4.39 0.28 0.1

    15 0.7 0.1 1.4 2.83829611 4.67 0.28 0.1

    16 0.7 0.1 1.5 2.83829611 4.96 0.28 0.1

    17 0.7 0.1 1.6 2.83829611 5.24 0.28 0.1

    18 0.7 0.1 1.7 2.83829611 5.53 0.28 0.1

    19 0.7 0.1 1.8 2.83829611 5.81 0.28 0.1

    20 0.7 0.1 1.9 2.83829611 6.09 0.28 0.1

    21 0.7 0.1 2 2.83829611 6.38 0.28 0.1

    22 0.7 0.1 2.1 2.83829611 6.66 0.28 0.1

    23 0.7 0.1 2.2 2.83829611 6.94 0.28 0.1

    24 0.7 0.1 2.3 2.83829611 7.23 0.28 0.1

    25 0.7 0.1 2.4 2.83829611 7.51 0.28 0.1

    26 0.7 0.1 2.5 2.83829611 7.8 0.28 0.1

    27 0.7 0.1 2.6 2.83829611 8.08 0.28 0.1

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    28 0.7 0.1 2.7 2.83829611 8.36 0.28 0.1

    29 0.7 0.1 2.8 2.83829611 8.65 0.28 0.1

    30 0.7 0.1 2.9 2.83829611 8.93 0.28 0.1

    31 0.7 0.1 3 2.83829611 9.21 0.28 0.1

    32 0.7 0.1 3.1 2.83829611 9.5 0.28 0.1

    33 0.7 0.1 3.2 2.83829611 9.78 0.28 0.1

    34 0.7 0.1 3.3 2.83829611 10.07 0.28 0.1

    35 0.7 0.1 3.4 2.83829611 10.35 0.28 0.1

    36 0.7 0.1 3.5 2.83829611 10.63 0.28 0.1

    37 0.7 0.1 3.6 2.83829611 10.92 0.28 0.1

    38 0.7 0.1 3.7 2.83829611 11.2 0.28 0.1

    39 0.7 0.1 3.8 2.83829611 11.49 0.28 0.1

    40 0.7 0.1 3.9 2.83829611 11.77 0.28 0.1

    41 0.7 0.1 4 2.83829611 12.05 0.28 0.1

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    42 0.7 0.1 4.1 2.83829611 12.34 0.28 0.1

    43 0.7 0.1 4.2 2.83829611 12.62 0.28 0.1

    44 0.7 0.1 4.3 2.83829611 12.9 0.28 0.1

    45 0.7 0.1 4.4 2.83829611 13.19 0.28 0.1

    46 0.7 0.1 4.5 2.83829611 13.47 0.28 0.1

    47 0.7 0.1 4.6 2.83829611 13.76 0.28 0.1

    1

    2

    3

    4

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    Length

    #1 #2 Total Length

    2.06 2.06 5 10 20.6

    2.62 2.62 5 10 26.2

    3.2 3.2 5 10 32

    3.76 3.76 5 10 37.6

    4.34 4.34 5 10 43.4

    4.9 4.9 5 10 49

    5.46 5.46 5 10 54.6

    6.04 6.04 5 10 60.4

    6.6 6.6 5 10 66

    7.16 7.16 5 10 71.6

    7.74 7.74 5 10 77.4

    8.3 8.3 5 10 83

    8.88 8.88 5 10 88.8

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    9.44 9.44 5 10 94.4

    10 10 5 10 100

    10.58 10.58 5 10 105.8

    11.14 11.14 5 10 111.4

    11.72 11.72 5 10 117.2

    12.28 0.18 13.02 13.02 5 10 130.2

    12.84 0.46 13.58 13.58 5 10 135.8

    13.42 0.75 14.16 14.16 5 10 141.6

    13.98 1.03 14.72 14.72 5 10 147.2

    14.54 1.31 15.28 15.28 5 10 152.8

    15.12 1.6 15.86 15.86 5 10 158.6

    15.68 1.88 16.42 16.42 5 10 164.2

    16.26 2.17 17 17 5 10 170

    16.82 2.45 17.56 17.56 5 10 175.6

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    17.38 2.73 18.12 18.12 5 10 181.2

    17.96 3.02 18.7 18.7 5 10 187

    18.52 3.3 19.26 19.26 5 10 192.6

    19.08 3.58 19.82 19.82 5 10 198.2

    19.66 3.87 20.4 20.4 5 10 204

    20.22 4.15 20.96 20.96 5 10 209.6

    20.8 4.44 21.54 21.54 5 10 215.4

    21.36 4.72 22.1 22.1 5 10 221

    21.92 5 22.66 22.66 5 10 226.6

    22.5 5.29 23.24 23.24 5 10 232.4

    23.06 5.57 23.8 23.8 5 10 238

    23.64 0.23 25.12 25.12 5 10 251.2

    24.2 0.51 25.68 25.68 5 10 256.8

    24.76 0.79 26.24 26.24 5 10 262.4

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    25.34 1.08 26.82 26.82 5 10 268.2

    25.9 1.36 27.38 27.38 5 10 273.8

    26.46 1.64 27.94 27.94 5 10 279.4

    27.04 1.93 28.52 28.52 5 10 285.2

    27.6 2.21 29.08 29.08 5 10 290.8

    28.18

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    Diameter kg/m kg

    16 1.578 32.507

    16 1.578 41.344

    16 1.578 50.496

    16 1.578 59.333

    16 1.578 68.485

    16 1.578 77.322

    16 1.578 86.159

    16 1.578 95.311

    16 1.578 104.148

    16 1.578 112.985

    16 1.578 122.137

    16 1.578 130.974

    16 1.578 140.126

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    16 1.578 148.963

    16 1.578 157.8

    16 1.578 166.952

    16 1.578 175.789

    16 1.578 184.942

    16 1.578 205.456

    16 1.578 214.292

    16 1.578 223.445

    16 1.578 232.282

    16 1.578 241.118

    16 1.578 250.271

    16 1.578 259.108

    16 1.578 268.26

    16 1.578 277.097

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    16 1.578 285.934

    16 1.578 295.086

    16 1.578 303.923

    16 1.578 312.76

    16 1.578 321.912

    16 1.578 330.749

    16 1.578 339.901

    16 1.578 348.738

    16 1.578 357.575

    16 1.578 366.727

    16 1.578 375.564

    16 1.578 396.394

    16 1.578 405.23

    16 1.578 414.067

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    16 1.578 423.22

    16 1.578 432.056

    16 1.578 440.893

    16 1.578 450.046

    16 1.578 458.882

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    Bar F7 c/c0.30 Location;Top bar in footing pad

    a. for Bole Michael side abutment

    Label Diameter Shape Length Number Total Length K .g. per m K.g

    5.95

    F7-1 12 2.55 8.50 2 17.000 0.888 15.096

    6.25

    F7-2 12 2.24 8.49 2 16.980 0.888 15.078

    6.55

    F7-3 12 1.92 8.47 2 16.940 0.888 15.043

    6.85

    F7-4 12 1.61 8.46 2 16.920 0.888 15.025

    7.15

    F7-5 12 1.3 8.45 2 16.900 0.888 15.007

    7.45

    F7-6 12 0.99 8.44 2 16.880 0.888 14.989

    7.75

    F7-7 12 0.68 8.43 2 16.860 0.888 14.972

    8.05

    F7-8 12 0.37 8.42 2 16.840 0.888 14.9548.35

    F7-9 12 0.06 8.41 2 16.820 0.888 14.936Bar F7 SubTotal for Bole Michael Side Abutment= 135.100

    b. for Meskel flower side abutment

    Label Diameter Shape Length Number Total Length K .g. per m K.g

    5.95

    F7-1 12 2.55 8.50 2 17.000 0.888 15.096

    6.33

    F7-2 12 2.15 8.48 2 16.960 0.888 15.060

    6.70

    F7-3 12 1.77 8.47 2 16.940 0.888 15.043

    7.08F7-4 12 1.37 8.45 2 16.900 0.888 15.007

    7.45

    F7-5 12 0.99 8.44 2 16.880 0.888 14.989

    7.83

    F7-6 12 0.6 8.43 2 16.860 0.888 14.972

    8.20

    F7-7 12 0.21 8.41 2 16.820 0.888 14.936Bar F7 SubTotal for Meskel Flower Side Abutment= 105.103

    Total bar F7= 240.203 .g