Bbs d2 deck segment ea06 496 r3

BBS D2 Deck Segment EA06 496 R3 3/3/2009 7:32 AM

BAR BENDING SCHEDULE SUMMARY Reinforcement Specialist
BBBH CONSORTIUM PROJECT ; PHU MY BRIDGE LRP (THAILAND) CO.,LTD.

1A Nguyen Van Quy Street, Tan Thuan
ADDRESS ;
Dong Ward, District 7

Squence title. PM1-LR-C-ST- 496 Revision. R3 Location. Deck D2
Project. Ref. PHU MY BRIDGE Site. EAST TOWER Title. DECK
Specified product. Friday, February 27, 2009 Forecasted delivery date. Sunday, March 01, 2009

PRODUCTION SEQUENCE Time. 13:00 PM

Code: DS D-2 Date; Quantity;
Job name: Deck-2 Final quantity report sequence 25-Feb-09 BBS. 1 units.
Work order: EA06 Pages 1 Of 1
Prod., Seq. 01 BBS Revision: 00 Attached BBS. 8 Sheets
Unit Weight
Item Quantity REBAR BBS SEQUENCE OF WORK ORDER Total Weight (Kgs.)
(Kgs.)

1 1 DECK SLAB EA 06 29,334.944 29,334.944

TOTAL WEIGHT PM1-LR-C-ST- 496 R3 EAST TOWER Deck D2 ApporachSpan 29,334.944

Typical of Bar Bend Quantity
6 9 12 16 20 22 25 28 32 36 40
Tywk mm. mm. mm. mm. mm. mm. mm. mm. mm. mm. mm.
SUM.

Bar Mark (Nb) - - 1 13 19 - 3 - - - 5 41
Quantity (Pcs) 8 408 462 100 162 1,140
CL Cut Length Only
Linear (Meter) 9 1,234 4,797 87 689 6,816
Weight (Tons) - - 0.008 1.948 11.829 - 0.335 - - - 6.798 20.918
0 22 0 50 0 89 1 58 2 47 2 98 3 85 4 83 6 31 7 99 9 86
Bar Mark (Nb) - - 2 4 3 - - - 1 - - 10
Quantity (Pcs) 34 132 50 36 252
1B One Bend Side
Linear (Meter) 177 1,233 73 18 1,501
Weight (Tons) - - 0.158 1.947 0.179 - - - 0.111 - - 2.395
0 22 0 50 0 89 1 58 2 47 2 98 3 85 4 83 6 31 7 99 9 86
Bar Mark (Nb) - - 9 4 4 - 1 - - - - 18
Quantity (Pcs) 440 58 104 32 634
2B Two Bend Side
Linear (Meter) 312 1,020 228 123 1,684
Weight (Tons) - - 0.277 1.611 0.563 - 0.473 - - - - 2.925
0 22 0 50 0 89 1 58 2 47 2 98 3 85 4 83 6 31 7 99 9 86
Bar Mark (Nb) - - 6 - 4 - - - - - - 10
Quantity (Pcs) 110 142 252
3B Three Bend Above
Linear (Meter) 758 983 1,741
Weight (Tons) - - 0.673 - 2.424 - - - - - - 3.097
0 222 0 499 0 888 1 579 2 466 2 984 3 854 4 834 6 313 7 99 9 864

SEQUENCE SUMMARY
PM1-LR-C-ST- 496 R3
6 9 12 16 20 22 25 28 32 36 40
DECK SLAB EA 06 mm. mm. mm. mm. mm. mm. mm. mm. mm. mm. mm.
SUM.

TOTAL BAR MARK (Nos.) - - 18 21 30 - 4 - 1 - 5 79

TOTAL BAR QUANTITY (Pcs.) - - 592 598 758 - 132 - 36 - 162 2,278

TOTAL LINEAR (Meters.) - - 1,257 3,487 6,081 - 210 - 18 - 689 11,741
1.116

5.506

14.995

0.809

0.111

6.798
-

-

-

-

-

TOTAL WEIGHT (Tons.) 29.335

Average. Dia. (mm) = 20.13 Bar Qty. (Pcs) = 2,278 Linear Total (M) = 11,741 Total Weight (T) = 29.335

BBS. Tags final computation Sequence summary report

1_st compute set (Tags 1 to 5) 1

BBBH CONSORTIUM LRP(THAILAND)CO.,LTD. BBS. Sheet. 1 of 8

Weight = 29,334.94 Kgs.
Project: PHU MY BRIDGE Drawing No: PM1-LR-C-ST- 496 Revise: R3
BBS. Title: DECK Site: EAST TOWER Date: 25-Feb-09
Element Title: SLAB EA 06 BBS. Analysis: phisanu@lrpthailand.com Code: DS D-2
Total Elements: 1 BBS Units. Job Name: Deck-2 Work Order No: EA06
Phase: Deck D2 Location : ApporachSpan BBS Revision: 00 Product Sequent: 01
Bar Bar Ele No.in Total Dia- Rebar Drawing Pin Dimension
BAR SHAPE Weight
mark Length

Side
Type ment each Qty. meter Type Diam. Length

Item BM-No. Unit. Pcs. Pcs. mm. Y/R mm. mm. mm mm. Kgs.
1 ### a= 6,330 1 Code: 14 6330 5670 0 0 0 0
L -Shape

1 b= 5,670 1 947.40

w= 18.940
c= - 6330 0 0.0 CL

380
1 1 50 50 16 Y 12,000 96 ©

p= 96
1 d= - 5670 1 ### 1B
Tywk 16 e= - 6320 2 0.0 2B
1B 1 : FIX INSITU 0 f= - 1 96 L= 12000 Dia= 16 3 0.0 3B
2 ### a= 8,430 0 Code: 00 8430 0 0 0 0 0
Cut Length

1 b= - 0 914.69

w= 20.789
c= - 0 ### CL
2 1 44 44 20 Y 8,430 2 d= -
©
8430 1 0.0 1B

p= 0
Tywk 20 e= - 2 0.0 2B
CL 0 : FIX INSITU 0 f= - 2 120 L= 8430 Dia= 20 3 0.0 3B
2A ### a= 7,330 0 Code: 00 7330 0 0 0 0 0
Cut Length

1 b= - 0 36.15

w= 18.076
c= - 0 36.2 CL
2A 1 2 2 20 Y 7,330 2A d= -
©
7330 1 0.0 1B

p= 0
Tywk 20 e= - 2 0.0 2B
CL 0 : FIX INSITU 0 f= - 2A 120 L= 7330 Dia= 20 3 0.0 3B
3 ### a= 6,190 0 Code: 00 6190 0 0 0 0 0 50
Coupler Bar

1 b= - 7 61.55

w= 15.388
c= - type 6190 0 61.6 CL
3 1 4 4 20 Y 6,240 3 d= -
© "A" 1 0.0 1B
p= 0

Tywk 20 e= - 2 0.0 2B
5 ### a= 7,780 0 Code: 00 7780 0 0 0 0 0
Cut Length

1 b= - 0 805.79

w= 19.186
c= - 0 ### CL
5 1 42 42 20 Y 7,780 5 d= -
©
7780 1 0.0 1B
p= 0

Tywk 20 e= - 2 0.0 2B
5A ### a= 6,680 0 Code: 00 6680 0 0 0 0 0
Cut Length

1 b= - 0 32.95

w= 16.473
c= - 0 32.9 CL
5A 1 2 2 20 Y 6,680 5A d= -
©
6680 1 0.0 1B
p= 0

Tywk 20 e= - 2 0.0 2B
6 ### a= 5,540 0 Code: 00 5540 0 0 0 0 0 50
Coupler Bar

1 b= - 7 82.71
w= 13.785

c= - type 5540 0 82.7 CL
6 1 6 6 20 Y 5,590 6 d= -
© "A" 1 0.0 1B
p= 0

Tywk 20 e= - 2 0.0 2B
7 ### a= 1,366 0 Code: 00 1366 0 0 0 0 0 50
Coupler Bar

1 b= - 7 34.92
type
w= 3.492

c= - 1366 0 34.9 CL
7 1 10 10 20 Y 1,416 7 d= -
© "A" 1 0.0 1B
p= 0

Tywk 20 e= - 2 0.0 2B
8 ### a= 5,000 0 Code: 00 5000 0 0 0 0 0
Cut Length

1 b= - 0 773.71
w= 7.891

c= - 0 ### CL
8 1 98 98 16 Y 5,000 8 d= -
©
5000 1 0.0 1B
p= 0

Tywk 16 e= - 2 0.0 2B
9 ### a= 6,330 1 Code: 14 6330 5670 0 0 0 0
L -Shape

1 b= 5,670 1 720.02
w= 18.940

c= - 6330 0 0.0 CL
380

9 1 38 38 16 Y 12,000 96 ©
p= 96

9 d= - 5670 1 ### 1B
Tywk 16 e= - 6320 2 0.0 2B
2.742

1.667

2.441

1.969
-

-

-

-

-

-

-

-

-

-

-

Accumulate to page 1 SUBTOTAL WEIGHT IN THIS PAGE 4,409.89

Weight total = 4,409.89 296 CL 1B 2B 3B 6 9 12 16 20 22 25 28 32 36 40 4.410

2


Weight = See Page 1 Kgs.
BAR SHAPE Weight
mark Length

Side

10A ### a= 3,980 0 Code: 00 3980 0 0 0 0 0
Cut Length

1 b= - 0 238.81

w= 6.282
c= - 0 ### CL
10A 1 38 38 16 Y 3,980 10A d= -
©
3980 1 0.0 1B

p= 0
Tywk 16 e= - 2 0.0 2B
10B ### a= 3,330 0 Code: 00 3330 0 0 0 0 0
Cut Length

1 b= - 0 199.81

w= 5.256
c= - 0 ### CL
10B 1 38 38 16 Y 3,330 10B d= -
©
3330 1 0.0 1B

p= 0
Tywk 16 e= - 2 0.0 2B
CL 0 : FIX INSITU 0 f= - 10B 96 L= 3330 Dia= 16 3 0.0 3B
11 ### a= 1,500 1 Code: 22 1500 1745 1500 0 0 0 14
U -Shape

1 b= 1,745 2 150 657.38
0
150

221
0

w= 7.467
221
c= 1,500 0 0.0 CL
11 1 88 88 16 Y 4,731 96 ©

p= 96
11 d= - 1 0.0 1B
Tywk 16 e= - 1483 1745 1483 2 ### 2B
11A ### a= 1,500 1 Code: 22 1500 1745 1210 0 0 0 14
U -Shape

1 b= 1,745 2 150 14.02
0
121

180
0

w= 7.009
c= 1,210 221 0 0.0 CL
11A 1 2 2 16 Y 4,441 96 ©
p= 96

11A d= - 1 0.0 1B
Tywk 16 e= - 1483 1745 1200 2 14.0 2B
2B 2 : FIX INSITU 0 f= - 11A 96 L= 4441 Dia= 16 3 0.0 3B
11B ### a= 1,500 1 Code: 14 1500 1820 0 0 0 0
L -Shape

1 b= 1,820 1 52.42

w= 5.240
c= - 1500 0 0.0 CL
221

11B 1 10 10 16 Y 3,320 96 ©
p= 96

11B d= - 1820 1 52.4 1B
Tywk 16 e= - 1483 2 0.0 2B
1B 1 : FIX INSITU 0 f= - 11B 96 L= 3320 Dia= 16 3 0.0 3B
12 ### a= 1,850 0 Code: 00 1850 0 0 0 0 0
Cut Length

1 b= - 0 251.22

w= 2.920
c= - 0 ### CL
12 1 86 86 16 Y 1,850 12 d= -
©
1850 1 0.0 1B
p= 0

Tywk 16 e= - 2 0.0 2B
13 ### a= 1,370 0 Code: 00 1370 0 0 0 0 0 50
Coupler Bar

1 b= - 7 22.42
type
w= 2.241

c= - 1370 0 22.4 CL
13 1 10 10 16 Y 1,420 13 d= -
© "A" 1 0.0 1B
p= 0

Tywk 16 e= - 2 0.0 2B
14 650 a= 650 0 Code: 00 650 0 0 0 0 0 50
Coupler Bar

1 b= - 7 11.05
type
w= 1.105

c= - 650 0 11.1 CL
14 1 10 10 16 Y 700 14 d= -
© "A" 1 0.0 1B
p= 0

Tywk 16 e= - 2 0.0 2B
15 350 a= 350 1 Code: 20 350 150 350 0 0 0 60
U -Shape

1 b= 150 2 68.75
w= 0.701

350
150

c= 350 0 0.0 CL
15 1 98 98 12 Y 790 72 ©
p= 72

15 d= - 1 0.0 1B
Tywk 12 e= - 350 2 68.7 2B
16 158 a= 158 1 Code: 50 158 460 220 0 0 0 84
460 460 141.37
Stirrup

1 b= 6
220

220

w= 1.413

c= 220 0 0.0 CL
16 1 100 100 12 Y 1,592 48 © 158
p= 48

16 d= - 1 0.0 1B
Tywk 12 e= - 460 2 0.0 2B
3B 3 : FIX INSITU 838 f= - 16 48 L= 1592 Dia= 12 3 ### 3B
0.723

0.052

0.740

0.141

0.210

1.447
-

-

-

-

-

-

-

-

-

Accumulate to page 2 SUBTOTAL WEIGHT IN THIS PAGE 1,657.26


3


Weight = See Page 1 Kgs.
BAR SHAPE Weight
mark Length

Side

17 130 a= 130 1 Code: 21 130 490 300 0 0 0 0
Tie-Hook

1 b= 490 4 73.53

w= 0.817
130

300
c= 300 0 0.0 CL
17 1 90 90 12 Y 920 48 ©

76
p= 48
17 d= - 490 1 0.0 1B
Tywk 12 e= - 2 73.5 2B
18 130 a= 130 1 Code: 21 130 400 300 0 0 0 0
Tie-Hook

1 b= 400 4 2.21

w= 0.737
130

300
c= 300 0 0.0 CL
18 1 3 3 12 Y 830 48 ©

76
p= 48
18 d= - 400 1 0.0 1B
Tywk 12 e= - 2 2.2 2B
19 ### a= 6,330 1 Code: 14 6330 5670 0 0 0 0
L -Shape

1 b= 5,670 1 227.38

w= 18.940
c= - 6330 0 0.0 CL

380
19 1 12 12 16 Y 12,000 96 ©

p= 96
19 d= - 5670 1 ### 1B
Tywk 16 e= - 6320 2 0.0 2B
19A ### a= 4,900 0 Code: 00 4900 0 0 0 0 0
Cut Length

1 b= - 0 92.85

w= 7.734
c= - 0 92.8 CL
19A 1 12 12 16 Y 4,900 19A d= -
©
4900 1 0.0 1B
p= 0

Tywk 16 e= - 2 0.0 2B
19B ### a= 4,260 0 Code: 00 4260 0 0 0 0 0
Cut Length

1 b= - 0 80.72

w= 6.724
c= - 0 80.7 CL
19B 1 12 12 16 Y 4,260 19B d= -
©
4260 1 0.0 1B
p= 0

Tywk 16 e= - 2 0.0 2B
CL 0 : FIX INSITU 0 f= - 19B 96 L= 4260 Dia= 16 3 0.0 3B
19H 130 a= 130 1 Code: 50 130 500 160 0 0 0 84
500 500 6.64
Stirrup

1 b= 6
160

160

w= 1.328
c= 160 0 0.0 CL
19H 1 5 5 12 Y 1,496 48 © 130
p= 48

19H d= - 1 0.0 1B
Tywk 12 e= - 500 2 0.0 2B
3B 3 : FIX INSITU 790 f= - 19H 48 L= 1496 Dia= 12 3 6.6 3B
20 300 a= 300 1 Code: 20 300 150 300 0 0 0 60
U -Shape

1 b= 150 2 1.84
w= 0.613

300
150

c= 300 0 0.0 CL
20 1 3 3 12 Y 690 72 ©
p= 72

20 d= - 1 0.0 1B
Tywk 12 e= - 300 2 1.8 2B
21 300 a= 300 1 Code: 20 300 100 300 0 0 0 60
U -Shape

1 b= 100 2 4.55
w= 0.568

300
100

c= 300 0 0.0 CL
21 1 8 8 12 Y 640 72 ©
p= 72

21 d= - 1 0.0 1B
Tywk 12 e= - 300 2 4.5 2B
22 130 a= 130 1 Code: 21 130 410 300 0 0 0 0
Tie-Hook

1 b= 410 4 5.97
w= 0.746

130
300

c= 300 0 0.0 CL
22 1 8 8 12 Y 840 48 ©
76
p= 48

22 d= - 410 1 0.0 1B
Tywk 12 e= - 2 6.0 2B
23 ### a= 2,800 0 Code: 00 2800 0 0 0 0 0
Cut Length

1 b= - 0 86.33
w= 10.789

c= - 0 86.3 CL
23 1 8 8 25 Y 2,800 23 d= -
©
2800 1 0.0 1B
p= 0

Tywk 25 e= - 2 0.0 2B
0.260

0.227

0.088

0.007

0.095

0.401

0.086
-

-

-

-

-

-

-

-

Accumulate to page 3 SUBTOTAL WEIGHT IN THIS PAGE 582.00


Bbs d2 deck segment ea06 496 r3

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Bbs d2 deck segment ea06 496 r3