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8/2/2019 Bar Schedules for Pc 5
1/51
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
8/2/2019 Bar Schedules for Pc 5
2/51
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
8/2/2019 Bar Schedules for Pc 5
3/51
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:
8/2/2019 Bar Schedules for Pc 5
4/51
8/2/2019 Bar Schedules for Pc 5
5/51
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)
8/2/2019 Bar Schedules for Pc 5
6/51
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
8/2/2019 Bar Schedules for Pc 5
7/51
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
8/2/2019 Bar Schedules for Pc 5
8/51
8/2/2019 Bar Schedules for Pc 5
9/51
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
8/2/2019 Bar Schedules for Pc 5
10/51
8/2/2019 Bar Schedules for Pc 5
11/51
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
8/2/2019 Bar Schedules for Pc 5
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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
8/2/2019 Bar Schedules for Pc 5
13/51
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
8/2/2019 Bar Schedules for Pc 5
14/51
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
8/2/2019 Bar Schedules for Pc 5
15/51
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
8/2/2019 Bar Schedules for Pc 5
16/51
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
8/2/2019 Bar Schedules for Pc 5
17/51
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
8/2/2019 Bar Schedules for Pc 5
18/51
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
8/2/2019 Bar Schedules for Pc 5
19/51
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
8/2/2019 Bar Schedules for Pc 5
20/51
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
8/2/2019 Bar Schedules for Pc 5
21/51
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
8/2/2019 Bar Schedules for Pc 5
22/51
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
8/2/2019 Bar Schedules for Pc 5
23/51
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
8/2/2019 Bar Schedules for Pc 5
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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
8/2/2019 Bar Schedules for Pc 5
25/51
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
8/2/2019 Bar Schedules for Pc 5
26/51
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
8/2/2019 Bar Schedules for Pc 5
27/51
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
8/2/2019 Bar Schedules for Pc 5
29/51
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
8/2/2019 Bar Schedules for Pc 5
30/51
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
8/2/2019 Bar Schedules for Pc 5
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8/2/2019 Bar Schedules for Pc 5
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Total bar F9 4698.254 Kg
8/2/2019 Bar Schedules for Pc 5
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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
8/2/2019 Bar Schedules for Pc 5
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Prepared by Checked by Approved by
Date Date Date
Sign Sign Sign
8/2/2019 Bar Schedules for Pc 5
36/51
k.g
8/2/2019 Bar Schedules for Pc 5
37/51
8/2/2019 Bar Schedules for Pc 5
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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
8/2/2019 Bar Schedules for Pc 5
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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
8/2/2019 Bar Schedules for Pc 5
47/51
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
8/2/2019 Bar Schedules for Pc 5
48/51
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
8/2/2019 Bar Schedules for Pc 5
49/51
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
8/2/2019 Bar Schedules for Pc 5
50/51
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
8/2/2019 Bar Schedules for Pc 5
51/51
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