Culvert Design Check CATIC-Old

8/3/2019 Culvert Design Check CATIC-Old

1/75

Spreadsheets for RF/FormWork and ConcreteProject :- A009 Road

Client :- RDA

Location :-

Culvert NO :- 272-1

Wall Thickness (Tw) 225 Opening Area Width (w)Base Thickness (Tb) 225 Height (H

Deck Thickness (Ts) 225

Key Wall width (mm 250 Screed Concrete Thickness

Height (m 250 RF Covering

2nd key wall width (mm 250

Height (m 250

Total Length 6200

Wing wall (mm) Thickness 300

Width /Thickness (mm) 300

wing Wall DetailDrop wall height (h) (mm) 400

Drop wall thickness 300

Cut off wall Detail

Cut off wall side length (mm) 700

Cut off wall c Length (m 2950 Up Stream Side (mm)

Screed Height (mm) 50 X = 222

Cut off wall Height (d) (mm) 600 y = 1547

Cut off wall Thickness (mm) 300 a = 2247


2/75

Made by Date Page

### 1

Checked Revision Job No

25001500

50

50

1244

1122

Down Stream Side(mm)

X= 348

y= 1671

a= 2371

H


3/75

Form work Smooth Date: 7-Feb-12

Sheet term Length breadth unit

Form work smooth A 2.00 6200.00 1000

Shell area B 4.00 6200.00 354

C 1.00 6200.00 2000D 2.00 225.00 1725

E 1.00 2500.00 225

F 4.00 250.00 250

Wing Wall Down Stream side

A 2.00 700.00 1671

B 2.00 1671.00 1671

C 2.00 2371.00 400

D 1.00 2950.00 348

E 2.00 2363.15 300

F 2.00 400.00 300

Wing Wall Up Stream side A 2.00 700.00 1547

B 2.00 1547.00 1547

C 2.00 2247.00 400

D 1.00 2950.00 222

E 2.00 2187.79 300

F 2.00 400.00 300

Total Form work

Form work Rough Date: 7-Feb-12

Sheet term Length breadth unit

Base A 1.00 4350.00 225

Shell area B 2.00 300.00 225

C 2.00 450.00 225

D 2.00 1950.00 353.55

E 2.00 5650.00 1950

Wing Wall Down Stream side

A 2.00 1671.00 450.00

B 2.00 1671.00 1671

C 2.00 2371.00 400

D 1.00 2950.00 348

Wing Wall Up Stream side A 2.00 1547.00 450

B 2.00 1547.00 1547

C 2.00 2247.00 400

DescriptionIdentificati

on No.

m2

m2

DescriptionIdentificati

on No.

m2

m2

m2

m2

m2

m2

m2


4/75

D 1.00 2950.00 222

Cutoff wall X 2.00 4350.00 600

Total Form work

m2

m2


5/75


6/75

0.65 0.65

6.24

5.22 10.44 6.24 32.51

ough= 67.58


7/75

Description Term Length Breadth Depth Unit

Cut off wall 4350 300 50

Shell 5900 2950 50

Key wall 0.5 250 250 50

Total


8/75

Quantity

0.07

0.87

0.01

0.94


9/75


10/75

Description Term Length Breadth

Drop Wall 4350 300

Shell Area Base 6200 2950

Deck 6200 2950wall 6200 225

Key wall 6200 250

Down Stream Wing wall

Wing wall Base E 700 300

F 700 300

G 1671 300

H 2371 300

I 2950 300

Key wall 250 250

UP Stream Wing wall 700 300

700 300

1547 300

2247 300

2950 300

Key wall 250 250


11/75

Depth Unit Quentity

one Side BS

600 0.78 1.57

225 4.12

225 4.121500 4.19

250 0.78 13.19

225 0.09

1671 0.70

1671 0.84

400 0.57

348 0.31

1950 0.12 2.63

225 0.09

1547 0.65

1547 0.72

400 0.54

222 0.20

1950 0.12 2.32


12/75


13/75

both side or one

Reinforcement Detail for Cell Type Culvert


14/75

Notation No.Of bar

1 a 16 150 41.67 84 2250 189.000

2 b 12 150 41.67 42 2200 92.400

3 c 20 150 41.67 42 3455 145.110

4 d 16 150 41.67 84 2250 189.000

5 e 16 150 41.67 84 2618 219.9126 f 20 150 41.67 42 3810 160.020

7 b 12 150 41.67 42 2200 92.400

8 j1 12 250 12.80 13 7280 94.640

9 j2 12 250 12.80 13 6350 82.550

10 12 250 28.00 32 6350 203.200

38 j3 12 250 12.80 13 0.000

11 m 12 250 12.80 13 14130 183.690

12 n 12 250 12.80 13 13454 174.902

13 p 12 150 41.67 84 1923 161.532

14 q 12 150 41.67 84 1844 154.886

Up stream side wing wall

15 t1 20 250 3.00 3 0.000

16 t2 20 250 8.40 18 0.000

17 t3 20 250 1.69 2 0.000

18 u1 10 300 2.67 3 0.000

19 u2 10 300 7.17 16 0.000

20 u3 10 300 1.57 2 0.000

21 v1 10 250 9.79 20 0.000

22 v2 10 300 8.32 18 0.000

23 w 12 250 8.40 18 0.000

24 x 12 250 8.40 18 0.000

25 y 25 - - 2 0.000

26 j3 12 250 12.4 13 0.000

Down stream side wing wall

27 t1 20 250 3 3 4650 13.950

28 t2 20 250 8.40 18 2911 52.389

29 t3 20 250 2.39 3 7992 23.976

30 u1 10 300 2.67 3 4650 13.950

31 u2 10 300 7.17 16 0.000

32 u3 10 300 1.99 2 7992 15.984

33 v1 10 250 10.28 22 0.000

34 v2 10 300 8.74 18 0.000

35 w 12 250 8.40 18 1844 33.190

36 x 12 250 8.40 18 960 17.280

37 y 25 - 2 8192 16.384

38 j3 12 250 12.40 13 1273 16.549

CaticNotation

BarDiameter

(mm)

Spacing(mm)

ActualNo.Of bar

Length ofBar (mm)

Totallength


15/75

Notation

t1 20 250

t2 20 250

t3 20 250

v1 10 250

u1 10 300

u2 10 300

u3 10 300

v2 10 300

y 25 2

w 12 250

x 12 250 7.4 32

Diamete

Spacing(mm) No.Ofbar ActualNo.Of bar


16/75

side 2.00


17/75

298.67

82.13

358.30

298.67

347.52395.11

82.13

84.12

73.38

180.62

0.00

163.28

155.47

143.58

137.68

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

34.44

117.13 2635.50

59.20

8.61

0.00

9.87

0.00

0.00

29.50 25.29

15.36 13.17

63.21

14.71

352.04

TotalWeigh (kg)


18/75


19/75


20/75

a/1 b/2/7

2200

1325 384.0

e/5

925 1850.0

d/4925

1325 384.0

200 200

327 6100 453.0

up down

m/11

725 12280 725.0

200 200

p/13 q/14600 480

723 883.9

600 480

Up Stream Side Wing wall

15,18,27,30

4250

200 200.0

17

200 7344 200.0

20

7344

200 200.0

23,35/w 24,36/x

480 480.0

1


21/75

883.88

480.0

480

25 26/j3

7344

600 600

21/v11 551.29 551.29 551.3

2 801.29 801.29 801.3

3 1051.29 1051.29 1051.3

4 1301.29 1301.29 1301.3

5 1551.29 1551.29 1551.3

6 1801.29 1801.29 1801.3

7 2051.29 2672 2672.0

8 2301.29 2672 2672.0

9 2551.29 2672 2672.0

10 2851.29 2672 2672.0

11 3101.29 2672 0.0

12 3351.29 2672 0.0


22/75


23/75

c/3480

125 2850.0 Reinforcement Detail for Cell Type

355

f/6480 480

2850.0

125 125

6100

10

125 125

6100

n/1211902.0

600 600

176 176

own Stream Side Wing wa

16 1000.0

28/t2 1710.5 1000

200 Vary

200

19/u2

31/u2 500

200 Vary 500 200 Vary

21 22.0 33/v1 34/v2 37/y

200 200.0 200 200

Vary Vary Vary Vary

9/j2


24/75

1

200 200.0 200 200

200

347

600

19/u2 16/t21 551.3 551.29 551.29 1.0 2372

2 851.3 851.29 851.29 2.0 2372

3 1151.3 1151.29 1151.29 3.0 2372

4 1451.3 1451.29 1451.29 4.0 2372

5 1751.3 1751.29 1751.29 5.0 2372

6 2051.3 0 0 6.0 2372

7 2351.3 0 0 7.0 2372

8 2651.3 2672 2672 8.0

9 2951.3 2672 0 9.0

10 3251.3 2672 0 10.0

11 3551.3 2672 0 11.0

12 3851.3 2672 0 12.0


25/75


26/75


27/75


28/75

Reinforcement Quentity


29/75

Notation Weight (kg)

a 189.00 298.67

b 184.80 164.27

c 145.11 358.30

d 189 298.67

e 219.91 347.52f 160.02 395.11

j1 89.44 79.50

j2 #NAME? #NAME?

j3 0.00

m 183.69 163.28

n 174.90 155.47

p 161.53 143.58

q 154.89 137.68

Total (kg) #NAME?

Totallength

(m)


30/75


31/75


32/75


33/75


34/75

UP Stream

Bar Mark

1 16 84 2250 189 1.58 294.88

2 12 42 2200 0.89 80.10

3 20 42 3455 2.47 349.46

4 16 84 2250 1.58 294.885 16 84 2618 1.58 343.11

6 20 42 3810 2.47 385.37

7 12 42 2200 0.89 80.10

8 12 13 6677 0.89 77.08

9 12 13 6275 0.89 72.44

10 12 32 6275 0.89 178.31

38 12 13 13205 0.89 152.44

11 12 13 7065 0.89 81.56

12 12 13 6727 0.89 77.66

13 12 84 1923 0.89 143.44

14 12 84 1844 0.89 137.54

Up stream side wing wall

15 20 3 4650 2.47 34.41

16 20 18 2673.5 2.47 118.72

17 20 2 7744 2.47 38.21

18 10 3 4650 0.62 8.61

19 10 16 2173.5 0.62 21.46

20 10 2 7744 0.62 9.56

21-A 10 12 1473.5 0.62 10.91

21-B 10 8 3072 0.62 15.16

22-A 10 12 1473.5 0.62 10.91

22-B 10 6 3072 0.62 11.37

23 12 18 1843.88 0.89 29.47

24 12 18 960 0.89 15.34

25 25 2 7944 3.85 61.23

26 12 13 1147 0.89 13.24

Down stream side wing wall

27 20 3 4650 2.47 34.41

28 20 18 2735.5 2.47 121.47

29 20 3 7992 2.47 59.15

30 10 3 4650 0.62 8.6131 10 16 2235.5 0.62 22.07

32 10 2 7992 0.62 9.86

33-A 10 14 1535.5 0.62 13.64

33-B 10 8 3196 0.62 14.99

34-A 10 12 1535.5 0.62 11.37

34-B 10 6 3196 0.62 11.83

35 12 18 1843.88 0.89 29.47

36 12 18 960 0.89 15.34

Type &size

BarsOne

No of Barstwo side

Cuttinglength(mm)

Totallength

(m)

Unitweight

(kg)

Totalweight

(kg)


35/75

37 25 2 8192 3.85 63.14

38 12 13 1273 0.89 14.70


36/75

1 10 0.62

12 0.89

16 1.58

20 2.47

25 3.85

32 6.32


37/75


38/75

Internal Dimension

W(m) H(m)

1 1 200 200 200

1.5 1 200 200 200

2 1 250 250 200

2.5 1 225 225 2001 1.5 225 225 225

1.5 1.5 200 200 200

2 1.5 225 225 225

2.5 1.5 225 225 225

1 2 200 200 200

1.5 2 200 200 200

2 2 225 225 225

2.5 2 225 225 225

1 2.5 200 200 200

1.5 2.5 200 200 2002 2.5 225 225 225

2.5 2.5 225 225 225

3 1.8 300 300 300

up to 2

Special Notes

h 600w 2500

H 1500

Ts 225

Tb 225

Tw 225

TI

Tww 300

Internal Dimension

W(m) H(m)

1 0

2 0

3 0

4 0

5 0

6 0

7 0

8 1 2.5 1.5 225 225 225

CulvertType

Thickness(m)

Thickness

(m)

Thickness

(m)

Singlecell

CulvertType

a

Thickness

ase

Thickness

a

Thickness


39/75

9 0

10 0

11 0

12 0

13 0

14 0

15 0

16 017 0

Total 2.5 1.5 225 225 225

t2 a

1 825 b

2 c

d

ef

j1-j2-j3

m

n

p

q


40/75


41/75

16 150 12 150 20 150 16 150 16 150 20 150 12 250 12 250 12 250

16 150

12 150

20 150

16 150

16 15020 150

12 250

12 250

12 250

12 150

12 150


42/75

p q s t1-t2-t3 v1 u1-u2-u3 v2

12 200 12 200 12 250 10 250 10 300 10 300 25

12 150 12 150 12 250 10 250 10 300 10 300 25

12 175 12 175 12 250 10 250 10 300 10 300 25

12 150 12 150 12 250 10 250 10 300 10 300 2512 200 12 200 20 250 10 250 10 300 10 300 25

12 150 12 150 20 250 10 250 10 300 10 300 25

12 175 12 175 20 250 10 250 10 300 10 300 25

12 150 12 150 20 250 10 250 10 300 10 300 25

12 200 12 200 16 125 12 250 10 250 10 250 25

12 150 12 150 16 125 12 250 10 250 10 250 25

12 175 12 175 16 125 12 250 10 250 10 250 25

12 150 12 150 25 125 12 250 10 250 10 250 25

12 200 12 200 25 125 12 250 10 250 10 250 25

12 150 12 150 25 125 12 250 10 250 10 250 2512 175 12 175 25 125 12 250 10 250 10 250 25

12 150 12 150 25 125 12 250 10 250 10 250 25

12 150 12 150 25 125 12 250 10 250 10 250 25

p q s t1-t2-t3 v1 u1-u2-u3 v2

12 150 12 150 0 20 250 10 250 10 300 10 300 25


43/75

12 150 12 150 0 20 250 10 250 10 300 10 300 25


44/75

y w x

2 12 250 12 250

2 12 250 12 250

2 12 250 12 250

2 12 250 12 2502 12 250 12 250

2 12 250 12 250

2 12 250 12 250

2 12 250 12 250

3 12 250 12 250

3 12 250 12 250

3 12 250 12 250

3 12 250 12 250

3 12 250 12 250

3 12 250 12 2503 12 250 12 250

3 12 250 12 250

3 12 250 12 250

y w x

2 12 250 12 250


45/75

2 12 250 12 250


46/75

Description Term Length Breadth Depth Unit Quantity

Shell 5.9 2.95 1.945 33.84

0 2.95 0.889 0.00

Wing wall 4.35 0.3 0.889 1.16

0.5 0.66 0.3 0.664 0.13

Drop Wall 4.35 0.3 0.650 0.85Total 35.98

Average

a 52.35 50.151 2.2

b 52.15 50.151 2

c 52 50.210 1.79

d 52 50.210 1.79 1.945

e 51.1 50.260 0.84f 51.2 50.260 0.94

g 51.1 50.263 0.84

h 51.2 50.263 0.94 0.889

Drop wall

50.26 49.61 0.65 0.650

Existinglevel

Excavtedlevel

Exvateddepth


47/75

p stream Base finished lev 50.49

p 0

q 5.9

r 0.7

s 2.95

Slope 1 %eg

p qb

c

s

d

a

rh f


48/75

NORTHERN ROADS REHABILITATION PROJECT

REHABILITATION / IMPROVEMENTS OF KANDY- JAFFN

MEASUREMENT SUMMARY SHEET

Employer Engineer

Road Development Authority Central Engineering Consultancy Bureau

Contract No : RDA/NRRP/CGF/C1B Item : Bill Item 6.2.18

Grade C-15 concreteRoad No : A-09 Descriptio :

Road Name : Kandy - Jaffna Road Pay Unit : m3

Sheet No : 1 of 1 Date : 30-Apr-11

Sheet Side Month

1 268/2 LHS Apr-11 1

2

3

4

5

6

78

9

10

11

12

13

14

15

16

17

18

19

20

21

22

Ch

Period/ Chainage

Bill No/ Sheet No

Vo/


49/75

23

24

25

26

27

28

29

(Current Quantity )

(Previous paid Quantity )

(Cumulative Quantity )


50/75

ROAD (A-009)

Contractor

Remarks

2.00

ina National Aero-Technology

International EngineeringCorporation

lumerea

Totalvolume/ Area


51/75

: 2.00

:

: 2.00

( ) ( )


52/75


53/75

23

24

25

26

27

28

29

(Current Quantity )




54/75

ROAD (A-009)

Contractor

Remarks

666.80



lumerea

Totalvolume/ Area


55/75

: 666.80

:

: 666.80

( ) ( )


56/75




Employer Engineer



Random rubble masRoad No : A-09 Descriptio :



Sheet Side Month

1 268/2 L Apr-11 1

2

3

4

5

6

78

9

10

11

12

13

14

15

16

17

18

19

20

21

22

Ch

Period/ Chainage

Bill No/ Sheet No

Vo/


57/75

23

24

25

26

27

28

29

(Current Quantity )




58/75

ROAD (A-009)

Contractor

nry

Remarks

10.60



lumerea

Totalvolume/ Area


59/75

: 10.60

:

: 10.60

( ) ( )


60/75




Employer Engineer



Formwork rough FiniRoad No : A-09 Descriptio :



Sheet Side Month

1 268/2 BS Apr-11 1

2

3

4

5

6

78

9

10

11

12

13

14

15

16

17

18

19

20

21

22

Ch

Period/ Chainage

Bill No/ Sheet No

Vo/


61/75

23

24

25

26

27

28

29

(Current Quantity )




62/75

ROAD (A-009)

Contractor

h

Remarks

49.68



lumerea

Totalvolume/ Area


63/75

: 49.68

:

: 49.68

( ) ( )


64/75




Employer Engineer



100mm crushed stonRoad No : A-09 Descriptio :



Sheet Side Month

1 268/2 BS Apr-11 1

2

3

4

5

6

78

9

10

11

12

13

14

15

16

17

18

19

20

21

22

Ch

Period/ Chainage

Bill No/ Sheet No

Vo/


65/75

23

24

25

26

27

28

29

(Current Quantity )




66/75

ROAD (A-009)

Contractor

e back fill material

Remarks

2.40



lumerea

Totalvolume/ Area


67/75

: 2.40

:

: 2.40

( ) ( )


68/75




Employer Engineer



37.5 mm maximum sRoad No : A-09 Descriptio :



Sheet Side Month

1 268/2 BS Apr-11 1

2

3

4

5

6

78

9

10

11

12

13

14

15

16

17

18

19

20

21

22

Ch

Period/ Chainage

Bill No/ Sheet No

Vo/


69/75

23

24

25

26

27

28

29

(Current Quantity )




70/75

ROAD (A-009)

Contractor

ize crushed ston-filter material

Remarks

0.68



lumerea

Totalvolume/ Area


71/75

: 0.68

:

: 0.68

( ) ( )


72/75




Employer Engineer



weep hole,75mm diaRoad No : A-09 Descriptio :

Road Name : Kandy - Jaffna Road Pay Unit : m


Sheet Side Month

1 268/2 L Apr-11 1

2

3

4

5

6

78

9

10

11

12

13

14

15

16

17

18

19

20

21

22

Ch

Period/ Chainage

Bill No/ Sheet No

Vo/


73/75

23

24

25

26

27

28

29

(Current Quantity )




74/75

ROAD (A-009)

Contractor

PVC pipe(Type 600)

Remarks

2.44



lumerea

Totalvolume/ Area


75/75

: 2.44

:

: 2.44

( ) ( )

Documents

Culvert Design Check CATIC-Old