cp103-bbs-1043

Shop Drawing Consultant : / 5

Project :

BAR BENDING SCHEDULE FOR SEGMENT

Document No : CP103/BBS/1044

Revision : 0

Segment Reinforcement Type : DOUBLE TRACK - RD3D

Deck Type. : D36

Segment Length : 3050 mm

Rev Date Details of Revision

0 27/11/2014 FOR REVIEW MAS WMC NRH

Reference Documents :

Document No Title / Description

1. 3/VID/STR/9745

2. 3/VID/STR/9746

3. 3/VID/STR/9757

4. 3/VID/STR/9770

Remark :1. INTERNAL CONCRETE COVER = 30 mm 2. EXTERNAL CONCRETE COVER = 35 mm

CP103 - ELEVATED STRUCTURE AND STATIONS JAKARTA MASS RAPID TRANSIT PROJECT PHASE 1 (LEBAK BULUS - BUNDERAN HI)

Prepared By

Checked By

Approved By

STANDARD SPAN - DECK DOUBLE TRACK SEGMENT REINFORCEMENT RD3D FOR DECK D36

STANDARD SPAN - DECK DOUBLE TRACK SEGMENT REINFORCEMENT FOR LIFTING HOLES

CP103/BBS/1044 Rev.0 Page 2 / 7

SEGMENT TYPE : DOUBLE TRACK - RD3D

Length of segment : 3050 mm

Ba

r M

ark

No

. o

f M

brs

No

. o

f B

ars

Ty

pe

& S

ize

Sh

ap

e C

od

e

Bar Dimensions (mm)

A B C D E F G

01 1 21 21 S 19 11 130 5000 5100 2.23 238

02 1 18 18 S 13 00 3500 3500 1.04 66

03 2 12 24 S 13 00 1500 1500 1.04 38

04 2 21 42 S 16 15 1200 1170 1400 2600 1.58 172

07 2 21 42 S 13 11 130 1250 1375 1.04 60

09 1 11 11 S 13 25 330 330 325 325 3990 4650 1.04 53

10 1 18 18 S 16 25 270 270 265 265 3940 4500 1.58 128

11 2 30 60 S 13 00 2940 2950 1.04 184

12 2 11 22 S 22 99 365 290 2210 290 2200 290 365 6025 2.98 396

13 2 18 36 S 13 15 360 100 1770 2150 1.04 81

14 2 2 4 S 19 00 2940 2950 2.23 26

14a 2 2 4 S 19 00 2550 2550 2.23 23

15 2 1 2 S 22 00 940 950 2.98 6

16 2 10 20 S 13 00 2100 2100 1.04 44

18 2 21 42 S 13 63 400 120 160 160 1325 1.04 58

Sub-total weight = 1573

Grand-total weight (up to this page) = 1573

All bending dimensions are in accordance with BS 8666:2005

Shape dimensions A-G specified to the nearest 5mm

No

. of

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r in

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Mb

r

Len

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Ea

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Bar

(m

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Un

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(kg

/m)

To

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(kg

)

H4

User: For shape code 12, please insert R value inside column S. Do not be confused of the symbol R with r in the BS 8666. R = Required radius from design r = Required radius for bending

Length of each bar specified to the nearest 25mm

CP103/BBS/1044 Rev.0 Page 3 / 7



Ba

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Bar Dimensions (mm)

A B C D E F G

20 2 3 6 S 13 14 2200 2160 420 2575 1.04 16

21 2 3 6 S 13 99 160 240 1470 1875 1.04 12

22 1 3 3 S 13 00 5400 5400 1.04 17

24 1 26 26 S 13 21 75 310 500 850 1.04 23

24-1 1 26 26 S 13 23 75 310 500 850 1.04 23

24a 2 6 12 S 13 11 120 500 600 1.04 8

24b 2 2 4 S 13 11 250 500 725 1.04 3

24c 2 2 4 S 13 11 240 500 725 1.04 3

24d 2 1 2 S 13 21 75 400 500 925 1.04 2

24d-1 2 1 2 S 13 23 75 400 500 925 1.04 2

24e 2 1 2 S 13 21 75 380 500 925 1.04 2

24e-1 2 1 2 S 13 23 75 380 500 925 1.04 2

24f 2 1 2 S 13 21 75 370 500 900 1.04 2

24f-1 2 1 2 S 13 23 75 370 500 900 1.04 2

24g 2 1 2 S 13 21 75 350 500 875 1.04 2

24g-1 2 1 2 S 13 23 75 350 500 875 1.04 2

24h 2 6 12 S 13 21 75 150 500 675 1.04 8

24h-1 2 6 12 S 13 23 75 150 500 675 1.04 8

25 1 17 17 S 13 00 630 650 1.04 12


Grand-total weight (up to this page) = 1722


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CP103/BBS/1044 Rev.0 Page 4 / 7



Ba

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Bar Dimensions (mm)

A B C D E F G

30 2 7 14 S 22 99 950 2210 900 4075 2.98 170

31 1 8 8 S 19 00 4640 4650 2.23 83

32 2 8 16 S 19 00 650 650 2.23 23

33 2 7 14 S 22 15 920 200 1750 2675 2.98 112

34 1 8 8 S 19 00 2500 2500 2.23 45

35 2 2 4 S 16 46 1270 65 2100 30 1270 4775 1.58 30

36 1 7 7 S 16 41 350 330 940 330 350 2175 1.58 24

36a 2 2 4 S 16 41 350 340 940 340 350 2200 1.58 14

36b 2 2 4 S 16 41 350 350 940 350 350 2225 1.58 14

38 4 2 8 S 13 15 880 85 1060 1950 1.04 16

39 4 1 4 S 16 63 260 230 210 210 1450 1.58 9

39a 4 1 4 S 16 63 250 230 210 210 1425 1.58 9

39b 4 1 4 S 16 63 240 230 210 210 1400 1.58 9

39c 4 1 4 S 16 63 230 230 210 210 1400 1.58 9

39d 4 1 4 S 16 63 220 230 210 200 1375 1.58 9

39e 4 1 4 S 16 63 210 230 210 190 1350 1.58 9

39f 4 1 4 S 16 63 200 230 200 180 1300 1.58 8

39g 4 1 4 S 16 63 190 230 190 170 1275 1.58 8

39h 4 1 4 S 16 63 180 230 180 160 1225 1.58 8

39i 4 1 4 S 16 63 170 230 170 150 1200 1.58 8

39j 4 1 4 S 16 63 160 230 160 140 1150 1.58 7

39k 4 1 4 S 16 63 150 230 150 140 1100 1.58 7

39l 4 1 4 S 16 63 140 230 140 140 1075 1.58 7


Grand-total weight (up to this page) = 2,360

No

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CP103/BBS/1044 Rev.0 Page 5 / 7



Ba

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No

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Bar Dimensions (mm)

A B C D E F G

41 2 6 12 S 22 00 1480 1500 2.98 54

42 2 1 2 S 22 27 460 1750 350 450 2500 2.98 15

42a 2 1 2 S 22 27 460 1180 350 450 1950 2.98 12

43 2 1 2 S 16 27 460 300 350 450 1100 1.58 3

43a 2 1 2 S 16 27 460 180 350 450 975 1.58 3

44 2 2 4 S 19 25 490 490 485 485 10 1000 2.23 9

45 2 1 2 S 16 27 490 740 490 480 1700 1.58 5

45a 2 1 2 S 16 27 490 710 490 480 1675 1.58 5

48 1 9 9 S 19 41 340 350 940 350 340 2125 2.23 43

49 1 2 2 S 19 99 400 90 1320 90 400 2300 2.23 10

49a 1 2 2 S 19 21 450 1500 450 2300 2.23 10

50 2 2 4 S 22 21 780 1300 780 2750 2.98 33

50a 2 2 4 S 22 21 780 660 780 2100 2.98 25

50b 2 2 4 S 22 21 780 470 780 1925 2.98 23

51 2 14 28 S 22 21 780 2110 780 3550 2.98 297

52 2 2 4 S 22 21 780 680 780 2125 2.98 25

52a 2 2 4 S 22 21 780 1320 780 2775 2.98 33

52b 2 2 4 S 22 21 780 1950 780 3400 2.98 41

53 2 20 40 S 22 21 660 1240 660 2450 2.98 292


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CP103/BBS/1044 Rev.0 Page 6 / 7



Ba

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ark

No

. o

f M

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No

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f B

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Ty

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ize

Sh

ap

e C

od

eBar Dimensions (mm)

A B C D E F G

65 1 13 13 S 16 15 270 20 1700 1975 1.58 41

66 1 15 15 S 16 00 2540 2550 1.58 60

69 1 9 9 S 13 00 2540 2550 1.04 24

80 2 4 8 S 13 11 60 1340 1375 1.04 11

80a 1 4 4 S 13 00 5380 5400 1.04 23

95 2 4 8 S 22 00 500 500 2.98 12

96 2 4 8 S 22 51 800 800 300 300 3500 2.98 84

97 2 1 2 S 16 77 280 80 6 5000 1.58 16

98 2 1 2 S 13 77 230 75 7 4825 1.04 10

Additional Reinforcement For Lifting

101 2 1 2 S 13 77 200 50 5 2950 1.04 6

102 2 2 4 S 22 13 1050 120 1050 2150 2.98 26

103 2 2 4 S 22 00 1000 1000 2.98 12

Track Plinth Starter Bars To Be Bent Up and Bent Back to Correct Height

19 2 6 12 S 16 15 210 205 960 1175 1.58 22

19a 2 6 12 S 16 14 210 205 1030 1200 1.58 23

19b 2 12 24 S 16 11 210 1010 1200 1.58 45

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CP103/BBS/1044 Rev.0 Page 7 / 7



Ba

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eBar Dimensions (mm)

A B C D E F G

0 - 0

0 - 0

0 - 0

0 - 0

0 - 0

0 - 0

0 - 0

0 - 0

0 - 0

0 - 0

0 - 0

0 - 0

0 - 0

0 - 0

0 - 0

0 - 0

0 - 0

0 - 0

0 - 0

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0 - 0

0 - 0

0 - 0

0 - 0

0 - 0

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0 - 0






CP103/BBS/1044 Rev.0 REV 0

SUMMARY Deck Type :

Summary for Bar Bending Schedule:

Total for this segment:

Page

Bar Size

Sum:10 12 16 20 25 32 40

2 - - 300 - - - - 300

3 - - - - - - - -

4 - - 189 - - - - 189

5 - - 16 - - - - 16

6 - - 207 - - - - 207

7 - - - - - - - -

8 - - - - - - - -

9 - - - - - - - -

10 - - - - - - - -

Sub-Total: - - 712 - - - - 712

712

Total Weight(kg): 712