Comparison Slab Reinforcement.xlsx
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Project Name: Project I.D: Project Location: Structure: Components:
Widening oF Bridge-Danao Br. (B00177NR) Along Bacolod North Road 18GK0008 Escalante City Neg. Occ. Bridge Superstructure
Abutment to Pier Remarks Location
Type
Mark
Bar Diameter
Deckslab Deckslab Deckslab Deckslab Deckslab Deckslab Deckslab Deckslab
Long Bars (Top)@ Girder Transverse bars(Top) Transverse bars(Bot) Long Bars (Top) End Span Long Bars (Top) Long Bars (Top) Cut Bars above Pier Long Bars (Bot) Long Bars (Bot) Below the Bridge Sidewalk
G1 S1 S2 S3 S3a S4 S5 S6
25 mm dia 16 mm dia 16 mm dia 16 mm dia 16 mm dia 16 mm dia 16 mm dia 16 mm dia
End Diapragm Abutment End Diapragm Abutment End Diapragm Abutment End Diapragm Abutment End Diapragm Abutment
Horizontal Bars (Top) Horizontal Bars (Mid) Horizontal Bars (Bot) Stirrups Transverse Bar(Spacer) alternate
D1 D2 D3 D4 D5
28 mm dia 28 mm dia 28 mm dia 16 mm dia 12 mm dia
End Diapragm Pier End Diapragm Pier End Diapragm Pier End Diapragm Pier
Horizontal Bars (Top) Horizontal Bars (Mid) Horizontal Bars (Bot) Stirrups
D6 D7 D8 D9
25 mm dia 25 mm dia 25 mm dia 12 mm dia
Intermediate Diapragm Intermediate Diapragm Intermediate Diapragm
Horizontal Bars (Top) Horizontal Bars (Mid & Bot) Stirrups
D10 D11 D12
28 mm dia 28 mm dia 12 mm dia
*See back-up plan for computation reference
Prepared by: Marcjun C. Alegrado Monitoring Engineer III
Shape
Spacing
C C C B A A A C
As shown 0.15 0.15 0.15 0.15 0.1 0.15 As shown
A A A D I
As shown As shown As shown As shown As shown
A A B H A A D
Qty 12.00 142.83
Set
a
20.00 20.00 29.00 20.00 6.00
1 1 1 1 1 1 1 1
1.534 0.100 0.100 1.534 13.000 7.500 65.100 0.075
3.00 8.00 3.00 5.00 5.00
2 4 4 4 4
As shown As shown As shown 0.3
2.00 4.00 2.00 14.00
As shown As shown 0.3
2.00 4.00 5.00
b
Bar Dimensions c d
e
f
0.100
65.200 4.570 4.570 18.43
1.534 0.100 0.100 1.534
65.100
0.075
4.570 1.210 1.050 0.400 0.370
0.400 0.100
1.521 0.100
1.521 0.050
0.100 0.050
2 2 2 2
4.570 4.000 0.450 0.300
3.900 0.300
1.460
1.460
0.460
3 6 6
3.980 1.500 1.140
1.140
0.150
0.150
0.075
0.075
30 Bar Dimensions
1.6 0.145
29.9 4.630
0.145
Cut Length Total Length
Unit Wt
68.268 4.770 4.770 21.493 13.000 7.500 65.100 65.250
819.216 681.315 0.000 429.860 260.000 217.500 1,302.000 391.500
3.858 1.580 1.580 1.580 1.580 1.580 1.580 1.580
4.570 1.210 1.050 4.042 0.670
27.420 38.720 12.600 80.840 13.400
4.840 4.840 4.840 1.580 0.889
4.570 4.000 4.350 3.980
18.280 32.000 17.400 111.440 0.000 23.880 36.000 81.900
3.858 3.858 3.858 0.889
3.980 1.500 2.730
4.840 4.840 0.889
Wt
Unit
Grade
Ø10
Ø12
Reinforced Steel Bar Diameter Ø16 Ø20 Ø25 Ø28 Kgs 0 0 3,160.56 0 1,076.65 0 0 0 0.00 0 0 0 679.28 0 0 0 410.86 0 0 0 343.70 0 0 0 2,057.48 0 0 0 618.67 0 0 0
Ø32
3,160.56 kgs 1,076.65 kgs 0.00 kgs 679.28 kgs 410.86 kgs 343.70 kgs 2,057.48 kgs 618.67 kgs
Gr 60 Gr 40 Gr 40 Gr 40 Gr 40 Gr 40 Gr 40 Gr 40
0 0 0 0 0 0 0 0
0 0 0 0 0 0 0 0
132.70 kgs 187.39 kgs 60.98 kgs 127.75 kgs 11.91 kgs
Gr 40 Gr 40 Gr 40 Gr 40 Gr 40
0 0 0 0 0
0 0 0 0 11.91
0 0 0 127.75 0
0 0 0 0 0
0 0 0 0 0
132.70 187.39 60.98 0 0
0 0 0 0 0
70.52 kgs 123.46 kgs 67.13 kgs 99.06 kgs
Gr 60 Gr 60 Gr 60 Gr 40
0 0 0 0
0 0 0 99.06
0 0 0 0
0 0 0 0
70.52 123.46 67.13 0
0 0 0 0
0 0 0 0
115.57 kgs 174.22 kgs 72.80 kgs
Gr 40 Gr 40 Gr 40
0 0 0
0 0 72.80
0 0 0
0 0 0
0 0 0
115.57 174.22 0
0 0 0
0.00
183.77
5,314.39
0.00
3,421.67
670.85
0.00
9,590.68 kgs
0 0 0 0 0 0 0 0
Ø36 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
0.00
9,590.68
Widening oF Bridge-Danao Br. (B00177NR) Along Bacolod North Road 18GK0008 Escalante City Neg. Occ. Bridge Superstructure
Abutment to Pier Remarks Location
Type
Mark
Bar Diameter
Deckslab Deckslab Deckslab Deckslab Deckslab Deckslab Deckslab Deckslab
Long Bars (Top)@ Girder Transverse bars(Top) Transverse bars(Bot) Long Bars (Top) End Span Long Bars (Top) Long Bars (Top) Cut Bars above Pier Long Bars (Bot) Long Bars (Bot) Below the Bridge Sidewalk
G1 S1 S2 S3 S3a S4 S5 S6
25 mm dia 16 mm dia 16 mm dia 16 mm dia 16 mm dia 16 mm dia 16 mm dia 16 mm dia
End Diapragm Abutment End Diapragm Abutment End Diapragm Abutment End Diapragm Abutment End Diapragm Abutment
Horizontal Bars (Top) Horizontal Bars (Mid) Horizontal Bars (Bot) Stirrups Transverse Bar(Spacer) alternate
D1 D2 D3 D4 D5
28 mm dia 28 mm dia 28 mm dia 16 mm dia 12 mm dia
End Diapragm Pier End Diapragm Pier End Diapragm Pier End Diapragm Pier
Horizontal Bars (Top) Horizontal Bars (Mid) Horizontal Bars (Bot) Stirrups
D6 D7 D8 D9
25 mm dia 25 mm dia 25 mm dia 12 mm dia
Intermediate Diapragm Intermediate Diapragm Intermediate Diapragm
Horizontal Bars (Top) Horizontal Bars (Mid & Bot) Stirrups
D10 D11 D12
28 mm dia 28 mm dia 12 mm dia
*See back-up plan for computation reference
Prepared by: Marcjun C. Alegrado Monitoring Engineer III
Shape
Spacing
C C C B A A A C
As shown 0.15 0.15 0.15 0.15 0.1 0.15 As shown
A A A D I
As shown As shown As shown As shown As shown
A A B H A A D
Qty 12.00 142.83
Set
a
20.00 20.00 29.00 20.00 6.00
1 1 1 1 1 1 1 1
1.534 0.100 0.100 1.534 13.000 7.500 65.100 0.075
3.00 8.00 3.00 5.00 5.00
2 4 4 4 4
As shown As shown As shown 0.3
2.00 4.00 2.00 14.00
As shown As shown 0.3
2.00 4.00 5.00
b
Bar Dimensions c d
e
f
0.100
65.200 4.570 4.570 18.43
1.534 0.100 0.100 1.534
65.100
0.075
4.570 1.210 1.050 0.400 0.370
0.400 0.100
1.521 0.100
1.521 0.050
0.100 0.050
2 2 2 2
4.570 4.000 0.450 0.300
3.900 0.300
1.460
1.460
0.460
3 6 6
3.980 1.500 1.140
1.140
0.150
0.150
0.075
0.075
30 Bar Dimensions
1.6 0.145
29.9 4.630
0.145
Cut Length Total Length
Unit Wt
68.268 4.770 4.770 21.493 13.000 7.500 65.100 65.250
819.216 681.315 0.000 429.860 260.000 217.500 1,302.000 391.500
3.858 1.580 1.580 1.580 1.580 1.580 1.580 1.580
4.570 1.210 1.050 4.042 0.670
27.420 38.720 12.600 80.840 13.400
4.840 4.840 4.840 1.580 0.889
4.570 4.000 4.350 3.980
18.280 32.000 17.400 111.440 0.000 23.880 36.000 81.900
3.858 3.858 3.858 0.889
3.980 1.500 2.730
4.840 4.840 0.889
Wt
Unit
Grade
Ø10
Ø12
Reinforced Steel Bar Diameter Ø16 Ø20 Ø25 Ø28 Kgs 0 0 3,160.56 0 1,076.65 0 0 0 0.00 0 0 0 679.28 0 0 0 410.86 0 0 0 343.70 0 0 0 2,057.48 0 0 0 618.67 0 0 0
Ø32
3,160.56 kgs 1,076.65 kgs 0.00 kgs 679.28 kgs 410.86 kgs 343.70 kgs 2,057.48 kgs 618.67 kgs
Gr 60 Gr 40 Gr 40 Gr 40 Gr 40 Gr 40 Gr 40 Gr 40
0 0 0 0 0 0 0 0
0 0 0 0 0 0 0 0
132.70 kgs 187.39 kgs 60.98 kgs 127.75 kgs 11.91 kgs
Gr 40 Gr 40 Gr 40 Gr 40 Gr 40
0 0 0 0 0
0 0 0 0 11.91
0 0 0 127.75 0
0 0 0 0 0
0 0 0 0 0
132.70 187.39 60.98 0 0
0 0 0 0 0
70.52 kgs 123.46 kgs 67.13 kgs 99.06 kgs
Gr 60 Gr 60 Gr 60 Gr 40
0 0 0 0
0 0 0 99.06
0 0 0 0
0 0 0 0
70.52 123.46 67.13 0
0 0 0 0
0 0 0 0
115.57 kgs 174.22 kgs 72.80 kgs
Gr 40 Gr 40 Gr 40
0 0 0
0 0 72.80
0 0 0
0 0 0
0 0 0
115.57 174.22 0
0 0 0
0.00
183.77
5,314.39
0.00
3,421.67
670.85
0.00
9,590.68 kgs
0 0 0 0 0 0 0 0
Ø36 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
0.00
9,590.68
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