Std Concrete Box Culverts Manual 2_1

REPUBLIC OF KENYA

MINISTRY OF PUBLIC WORKS ROADS DEPARTMENT

BRIDGES SECTION

STANDARD DRAINAGE STRUCTURES

MANUAL , PART 2

STANDARD CONCRETE BOX CULVERTS SECTION 2B: BENDING SCHEDULES AND

QUANTITIES•OF MATERIALS.

(APRIL ,1987)

LIST . OP CONTENTS

Introduction

Beading Schedules and Quantities of Materials for Box CulvertS 2.5k1.2m

Bending Schedules and Quantities of Materials for •Bok Culverts 2.5x2.Om

IV. Ben ing SChodules and. Quantities of Materials : 'fot'Boic Culverts 4.0M2.0M '•

V. Bending. Schedules and OdantitieM'ifof'Neterialatfor:: Box CU14eith 5.0x2.5M

. — Bending Schedules and, uaetities :Box MlVerts 2x4:0x2.0m

: - VII. Bending. - Schedules and Quantities of NateriaIs4or

Box Culverts 2x5.0x45m: -

Of-Eatorials for

STANDARD DRAINAGE STRUCTURES MANUAL

PART 2

STANDARD CONCRETE BOX CULVERTS

GENERAL

This manual contains a complete set of construction drawings, steel

bending schedules and lists of quantities of materials for

the following single and multiple opening box culverts:

Box culvert, one opening, width x height = 2.5x1.2m

11 II II II II II II = 2.5x2.0m

s " II II II II II = 4.0x2.0m

" 11 11 11 11 11 11 = 5.Ox2.5m

11 11 two openings, " 11 11 = 4.0x2.Om

s s II I/ II " II = 5.0x2.5m

The culverts are designed to carry the normal highway loading,

type HA as given in BS 5400 and max. 2.0m of fill material

above the culvert. According to the "Road Design Manual Part IV"

the culverts can therefore be located on Class C, D or E roads

only, since if a culvert is to be located on a Class A or

B road an additional design check for 30 units of HB loading

shall be required.

The IConstruction drawings are contained in section 2A while

the bending schedules and lists of quantities of materials

are contained in section 2B of he manual.

DRAWINGS NEEDED FOR NEW PROJECTS

When it is decided to construct a standard culvert using the

construction drawings contained in this manual, only a "General

Arrangement" drawing will be required to be prepared.

The "General Arrangement" drawing shall be prepared before

construction work is started and the drawing shall fully define

the project. The following information shall be included

on the drawing:-

a) Layout of Project

- Elevation

- Plan

- Typical cross-section

All necessary dimensions should be included.

b) Reference to Standard Drawings

All references to the appropriate standard drawings

necessary to construct the structure should be included.

(See notes on drwg. SB/501)

c) Location Map

The following shall be included on the map:

- Road number

- River name as specified on 1:50,000 topographic

map sheet

- 1:50,000 topographic map sheet number and map

grid reference

- Names of and distance in km from nearby identifiable

spot on each side of bridge site.

d) Characteristics of River Crossing

- Dimensions of stream bed in vicinity of crossing

(slope, width, depth and floodplains)

- Type of bed material and size of particles

- Rocky outcrops in bank or bed

- Evidence of scour (if applicable)

- Maximum flood height and velocity of stream

during flood

- Size and type of flood debris (if applicable)

- Usual flow depth and width in both dry and wet

periods.

ROADS DEPARTMENT BRIDGES SECTION

BENDING SCHEDULE Al

ATE : MADE BY : F4- 10-86 G. A. C. 1

STANDARD CONCRETE BOX CULVERT 2.5 x 1.2m

REF DRO No. SB/ 511 & 512

REVISIONS:

PARK No.

BAR TYPE AND SIZE

mm.

LENGTH OF EACH BAR

mm.

NO. OF BARS

TOTAL LENGTH m,

SKETCH OF BAR DIMENSIONS IN

mm. NOTES

A10 Y12 L id-3520 26 26LT+91.6

t LT + 3 51,

All Y16 2830 32.LT 90.6LT

176n t f II

Al2 Y16 2920 10.LT 29.2LT

2920 1, t

A13 Y12 1000 to 1400 in steps of 400

4x28 9.6 1000-1400

INSTEPS OF 400

A14 Y12 3340 to 5140 in steps of 300

4x7-28 118.8 3200-5000 IN

STEPS OF % 300

A15 Y12 1310 34 44.6

800 i t

lq

A16 Y12 2000 34 68.0 la 4 920 1_

A17 Y12 4750 12 57.0

4750 f t

A18 Y12 1890 8.1/2 15.2LT

1620 i t

Y8 1330 26 IA19 34.6

b00 i I

g

Aadwwns

BAR TYPE AND SIZE ( mm ),

TOTAL LENGTH (m)

TOTAL WEIGHT(Kg)

M.O.P.W. ROADS DEPARTMENT BRIDGES SECTION

BENDING SCHEDULE PAGE

A2 MADE EN' G.A.C.

IDATE: 14-10-86 STANDARD CONCRETE BOR CULVERT .

2.5x1.2m

REF ORO No.

SB/51L & 512

REVISIONS :

MARK No.

BAR TYPE AND SIZE

mm.

LENGTH OF EACH BAR

mint

NO. OF BARS

TOTAL LENGTH m


mm. NOTES

A20 Y12 2900 4 11.6

2900 t t

A21 Y8 1530 26 39.8

4 27n 4

A22 NOT USED

A23 Y12 LT-80 42 42.hr-3.4 LT - 80

A24 NOT USED

A25 NOT USED

A26 NOT USED

A27 NOT USED

A28 NOT USED

A29 NOT USED

..--- -

Aaviinn!


TOTAL LENGTH (m)


BENDING SCHEDULE A3

MADE BY : G.A.C.

DATE: 14-10-86

STANDARD CONCRETE BOX CUVLERT 2.5 x 1.2m

REF DRO No.

SB/511 512

REVISIONS:

MARK No.

BAR TYPE AND SIZE

mm.

LENGTH OF EACH BAR

mm.

NO. OF BARS

TOTAL SKETCH LENGTH m.

OF BAR DIMENSIONS IN

mm .

NOTES

A30 Y12 1570 to 2230 in steps of 110

4x7=28 53;2 1100-1760 IN STEPS OF 110

<1/431 Y12 1170 to 1830 in steps of 110

4x7=28 42.0 1100-1760 IN

STEPS OF 110 r,-

A32 NOT USED

A33 Y12 1185 12 14.3

1000

1404

A34 Y12 3285 12 39.5 1ip

2800

A35 NOT USED

A36 Y12 1435 12 17.3 95D

A37 Y12 3585 12 43.1 Er," 1 3100 1

A38 NOT USED

A39 Y12 1515 12 18.2

t 9301

BAR TYPE AND SIZE ( mm

TOTAL LENGTH 1 m)

TOTAL WEIGHT(Kg)

M.O.P.W. ROADS DEPARTMENT BRIDGES SECTION MADE BY: IDATE: G.A.C. 14- 10-86

REVISIONS:

BENDING SCHEDULE

STANDARD CONCRETE BOX CULVERT 2.5x1.22

PAGE A4

REF ORG No.

EB/51.1 & 512

MARK No.

A40

A41

A42

A43

A44

A45

A46

A47

BAR TYPE AND SIZE

mm.

NOT USED

Y12

Y12

Y12

Y16

Y8

Y8

Y12

LENGTH OF EACH BAR

mm. 1390 to 2790 in steps of 700

1435

1685 to 3085 in steps of 700

3580

280

255

1400 to 1700 in steps of 100

NO. OF BARS

TOTAL LENGTH m.

3x4∎ 12 25.1

12 17.3

3x4s12 28.7

8 28.7

44 12.4

12 3.1

4x416 24.8


mm.

900-2300 IN

STEPS OF 7C0 c‘i•— t 950

1200 - 2600 IN

STEPSOF 700

t 3100 t

---FrNEka

1400 -1700 IN STEPS OF 100

NOTES


TOTAL LENGTH(m)

,■• ••• .■ • • •-• • Am. • Am. • • ••• IAA_

Y8

90

Y12

721+ 83.2LT

Y16

29+ 120XT

TOTAL

36 641 + 46_+ 723 +

TYPE OF MATERIAL

CONCRETE

(m 3 )

Grade 15

Grade 25

FORMWORK (m2 )

REINFORCEMENT (Kg)

QUANTITIES OF MATERIALS FOR BOX CULVERT 2.5 x 1.2m.

Ref. drawings : Dimensions : SB/510 Reinforcement : SB/511 and 512

QUANTITIES

0 . 2 LT•0. 5

2.1 LT•10.4

5 .8 LT • 47. 8

264 LT•715

LT z Total length of culvert, measured in metres.

if ROAD.

LT

Typical section .

910 -2670 IN

STEPS OF 440

www

ROADS DEPARTMENT BRIDGES SECTION MADE WC 'DATE: G.A.C. 11-11-86

REVISIONS:

BENDING SCHEDULE

STANDARD CONCRETE BOR CULVERT 2.5 x 2.0m

81

REF 1:00, 14.

SE/514 and 515

MARK No.

810

B11

B12

B13

B14

315

B16

B17

818

B19

BAR TYPE NC SIZE

mm.

NOT USED

NOT USED

Y12

Y16

Y16

Y12

Y12

Y12

Y12

Y12

LENGTH OF EACH BAR

mm .

6o2o+LT

910 to 2670 in steps of 440

3410

2920

870

1275

1920

6310

NO. OF BARS

TOTAL LENGTH m.

26 156.6+26LT

32LT 109.21T

10 LT 29.2LT

1OLT 8.7LT

4x520 35.8

36 45.9

36 69.2

12 75.8


NOTES mm.

6020 • L

n !

2920

RNA

I 6310 t

BAR TYPE AND SIZE I mm

TOTAL LENGTH (m)

TOTAL WEIGHT(K9)

>- it 4 I I D


BENDING SCHEDULE B2

MADE BY.

G.A.C. DATE: I 11-11-86 STANDARD CONCRETE BOX CULVERT

2.5x2.0m

REF DRONe.

SB514 and 515 REVISIONS:

MARK No.

BAR TYPE AND SIZE

mm.

LENGTH OF EACH BAR

mm.

NO. OF BARS

TOTAL LENGTH m.


mm. NOTES

B20 Y12 3340 to 6530 in steps of 290

4x12∎ 48 236.9 3340 -6530 IN STEPS OF 290

E21 NOT USED

B22 Y12 LT-80 54 54Ly -4.4 L — 80

B23 NOT USED

B24 Y8 1530 26 39.8 0

1004Z1 14

B25 Y8 1295 26 33.7

f 600 1

la B26 NOT USED

B27 Y12 2110 1OLT 211LT

2110 t f

B28 NOT USED

B29 NOT USED

SUM

MA

RY BAR TYPE AND

SIZE ( mm •

TOTAL LENGTH I m)

TOTAL WEIGHT(Kg)


BENDING SCHEDULE PAGE B3

MADE BY G.A.C.

DATE : 11 - 11-86


REF MG No.

5B/514 and 515

REVISIONS .

MARK No.

BAR TYPE AND SIZE

mm.

LENGTH OF EACH BAR

mm.

NO. OF BARS

TOTAL LENGTH m


mm. NOTES

B30 Y16 2260 72 162.8

1200 I

i

Y12 1660 B 31 8 13.3

1660 t t

B32 YI2 1080 48 51.9

810 t i

X

B33 Y12 970 to 2415 in steps of 85

4x1872 121.9 970 — 2415 IN STEPS OF 85

634 11.2

1000 to 2430 in steps of 130

4x1248 82.4 1000 - 2430 IN STEPS OF 13C

B35 Y12 1320 to 1840 in steps of 130

8x540 63.2 1320 —1840 IN STEPS OF 130

B36 NOT USED

B37 Y8 755 24 18.2

- 1

. B38 Y12 5350 16 85.6 gr--40 I

4860 t

B39 Y8 480 68 32.7

ill

IAavvoins

BAR TYPE SIZE ( mm

AND ).

TOTAL LENGTH (m)

TOTAL WEIGH-Mai


BENDING SCHEDULE B4

MADE BY: G.A.C.

IDATE: 11-11-86

STANDARD CONCRETE BOX CULVERT 2.5 x 2.Om

RCF ORONo.

SB/514 and 515

REVISIONS:

MARK No.

BAR TYPE AND SIZE

rim.

LENGTH OF EACH BAR

film

NO. OF BARS

TOTAL LENGTH m.


nn. NOTES

B40 Y12 1390 44 61.2 --It—LAM I, 1000

B41 Y12 5690 16 91.1

5200 t i

rko

B42 Y12 5670 8 45.4 t221.,11.3

2 -*

B43 Y12 2145 8 17.2 -40 1 1560 1

B44 Y12 1410 to 4910 in steps of 700

4x6s24 75.9 920-4420IN

P F

250

B45 Y12 1290 to 5290 in steps of 500

4x9-36 118.5 STEP 1000-5000IN

OF 50C

, _........a. ____.

Aaysisins

BAR TYPE AND SIZE ( mm ).

Y8 Y12 Y16 TOTAL

TOTAL LENGTH(m) 125 444 + 110 LT

163 + 139 LT

TOTAL WEI GHT(Kg) 50 1283 + 984

258 + 248LT

1591 + 346LT

QUANTITIES OF MATERIALS FOR BOX CULVERT 2.5 x 2.0m .

Ref. drawings : Dimensions : SB/513

Reinforcement : SB/514 and 515

TYPE OF MATERIAL QUANTITIES

Grade 15 0.2 LT • 2. 3

CONCRETE

(m3 ) Grade 25 2 . 5 LT • 22 .0

FORMWORK (m2

11.5 LT+92.0

REINFORCEMENT (Kg) 346 LT +1591

Li = Total length of culvert measured in metres.

ROAD.

LT

Typical section.

IV

BOX CULVERT 4. 0 x 2 Om.


BENDING SCHEDULE ci

MADE BY : IDATE: G.A.C. 13-10-86 STANDARD CONCRETE BOX CULVERT

4.0 x 2.0m

REF DRO No.

SB/517 & 518

REVISIONS:

MARK No.

BAR TYPE AND SIZE

mm.

LENGTH OF EACH BAR

mm.

NO. OF BARS

TOTAL LENGTH m.


mm. NOTES

Y12 6020 + LT 38 C10 228.8+38LT

0020 • LT

/

f

C11 Y16 3460 33.3LT 115.4LT t

t 1750

Os

Y12 2450 C 12 4LT 9.8LT

2450 t t

C13 NOT USED

Y16 4520 C 14 6.7LT 30.2LT

4520 t t

C15 Y12 970 8LT 7.8LT - i C16 Y12


4x520 35.8 910- 2670 IN STEPS OF 440

C17 Y12 1370 58 79.5 son t

1

C18 Y12 1920 58 111.4 i Y12 7810 C 19 12 93.8

7810

.

1 t

IA

aVIIIII IS 1

BAR TYPE SIZE ( mm

AND ).

TOTAL LENGTH ( m )

TOTAL WEIGHT(Kg)


BENDING SCHEDULE PAGE C2

MADE BY : 1 DATE : G. A. C. 13-10-86


REF DRO No.

SB/517 & 51$

REVISIONS:

MARK No.

BAR TYPE AND SIZE

mm.

LENGTH OF EACH BAR

mm.

NO. OF BARS

TOTAL LENGTH m


mm. NOTES

C20 Y12 4840 to 8030 in steps of 290

4x12-48 308.9 4840-8030

IN STEPS OF ZX

Y12 2450 C 21 4LT 9.8LT

2450 I

t

C22 Y12 LT — 80 66 66.1.i-5.3

LT-80

T

t

:23 Y16 4520 674+5 30.2LT + 22.6

4520 i t

C24 Y8 1730 38 65.8 I 75 127c

C25 Y8 1430 38 54.4

60

C26 NOT USED

C27 Y12 2210 811 17.74 I 2210 t

C28 NOT USED

C29 NOT USED

Aavvoins


TOTAL LENGTH (m)

TOTAL WEI GHTtKol

ROADS DEPARTMENT BRIDGES SECTIONS

=NOUN ti bUrltUULC C3

MADE BY :

G. A. C . DATE : I 13-10-86 STANDARD CONCRETE BOBOX CULVERT

4.0 x 2.0m

EF ORO Ne• SE/517 A 518

REVISIONS:

MARK No.

BAR TYPE AND SIZE

mm.

LENGTH OF EACH BAR

mm.

NO. OF BARS

TOTAL LENGTH m.


mm. NOTES

C30 Y16 2360 72 170.0 r 1200

Y12 1660 C 31 8 13.3

I, 1660 f

C32 Y12 1180 48 56.7

910 T

f

C33 Y12 1070 to 2515 in steps of 85

4x1872 129.1 1070-251 5 IN STEPS OF 85

C34 Y12

1100 to 2530 in steps of 130

4x12-48 87.2 1100- 2530

IN STEPS OF 130

C35 Y12 1420 to 1940 in steps of 130

8x540 67.2 1420 -1940

IN STEPS OF 130

C36 NOT USED

C37 Y8 755 24 18.2 1001 41

C38 Y12 5350 16 85.6

..irds..

1 4860 i —Limn

C39

na) I

Aavti mn

s

Y8 480 68 32.7

BAR TYPE, AND SIZE ( mm ).

TOTAL LENGTH (m)

TOTAL WEIGHT(Kg)

M.O.P.W. BRIDGES SECTION ROADS DEPARTMENT


C4

MADE BY: G.A.C.

IDATE: 13-10-86 STANDARD CONCRETE BOX CULVERT

4.0 x 2.Om

REF DRG N..

SB/517 & 518 REVISIONS:

MARK No.

BAR TYPE AND SIZE

mm.

LENGTH OF EACH BAR

mm.

NO. OF BARS

TOTAL LENGTH m.


mm. NOTES

C40 Y12 1390 44 61.2 ---f-.0 i-C I 1000 1

C41 Y12 5690 16 91.1 i__NSISLi-

In

C42 Y12 5670 8 45.4 535° t t

E lt

C43 Y12 2145 8 17.2 OP 4-1.222_1.

C44 Y12 1410: to 4910 in steps of 700

4x6■24 75.9 • 920-44 INSTEPS 017700

C45 Y12 1290 to 5290 in steps of 500

4x936 118.5 r 7 1000-5000. M 0117$0 OF500

1 1 IA

avvoins


Y8 Y12 Y16 TOTAL

TOTAL LENGTH Im) 172 1701 + 150LT

193 + 176LT

TATAI WCIflUTSItal 68 1511 + 1117_

343 + ,707—

1922 + in

TYPE OF MATERIAL

Grade 15

QUANTITIES

0.3 LT + 2.8

4 4 LT + 28.6

13.4 LT • 102 .2

411LT +1922

CONCRETE

(m3 ) Grade 25

FORMWORK (m2 )

REINFORCEMENT (Kg)

QUANTITIES OF MATERIALS FOR BOX CULVERT 4 . 0 x 2.0 m.



LT :-. Total length of culvert, measured in metres

it ROAD.

LT

Typical section.



D1

MADE BY: G.A.C.

I DATE : 16— 10- 86 STANDARD CONCRETE BOX CULVERT

5.0 x 2.5m

REF DRG No.

SB/520 and 521

REVISIONS :

MARK No.

BAR TYPE AND SIZE

mm.

LENGTHOF EACH BAR

mm.

NO.OF BARS

TOTAL LENGTH m.


mm. NOTES

D10 Y12 LT+7520 46 46 LT+ 346.0

LT + 7520

D11 Y20 3950 40 LT 158 LT

t 20004- El

Y12 2700 D 12 8 LT 21. 8 LT

2700 I f

D13 Y12 1170 8LT

9.4 LT

1000 i f

5 .

014 Y20 5520 . 13.31.2 73.6 LT

i

5520 t

015 Y12 5970 to 10,060 in steps of 292

15x4=60 480.9 i 5830-9920 IN STEPS OF 292

D16 Y12 1230 to 3380 in steps of 430

6x8=48 110.7 1 no - 3380

IN STEPS OF 430.

D17 Y12 9700 8 77.6

9700 T

I,

. D18 Y12 1385 62 85.9 vt ry .0

4 600 i_

D19 Y12 1980 62 122.8

910 DA

aviirs ins

BAR TYPE AND SIZE (mm).

1

TOTAL LENGTH(m)

TATAI WC111.1.1T/Itnl 1


BENDING SCHEDULE PAGE D2

MADE BY: G.A.C.

IDATE: 16-10-86 STANDARD CONCRETE BOX CULVERT

5.0 x 2.5m

REF NG No.

bB/520 and 521

REVISIONS :

MARK No.

BAR TYPE AND SIZE

mum

LENGTH OF EACH BAR

mm.

NO. OF BARS

TOTAL LENGTH m.


wit NOTES

D20 Y12 LT - 80 82 82LT -6.8 L -80

D21 Y12 1710 46 78.7 it

i 270 1

D22 Y12 1385 46 63.8

i 600 $

14

D23 NOT USED

D24 Y12 2710 8 LT 21.7LT

2710 t t

D25 NOT USED

D26 NOT USED

D27 NOT USED

D28 NOT USED

D29 NOT USED IAavvoins


TOTAL LENGTH (m)

TA TAI WM 12.1.1Tiltn1

l'IWUJO I IVIC111

BRIDGES SECTION OtIlUIPIU bUrItLJULt D3

MADE BY : G.A.C.

'DATE: 6-10-86


REF DRO No.

SB/520 and 521 REVISIONS:

MARK No.

BAR TYPE AND SIZE

mm.

LENGTH OF EACH BAR

mm.

NO. OF BARS

TOTAL LENGTH m.


mm. NOTES

030 Y16 2280 80 182.4 iii

I- 11

D31 Y12 2235 8 17.9

190

4-tgl.

D32 Y12 1130 56 63.3 8 R

D33 Y12 1190 to 2805 in steps of 85

20x4=80 159.8 1190-2805 IN STEPS OF 85

D34 Y12

1230 to 2920 in steps of 130

14x4=56 116.2 1230 - 2920 IN STEPS OF 130

D35 Y12 1420 to 2200 in steps. of 130

7x8=56 101.4 1420 -2200 IN STEPS OF 130

D36 Y12 2435 8 1850 A t

I 19.5

PC)}

D37 Y8 455 16 7.3

150

K

D38 Y12 6635 16 106.2 -t-:-Mi "

----n°

D39 NOT USED

Aavwwns

BAR TYPE AND SIZE ( m m ).

TOTAL LENGTH I m )

TOTAL WEIGHT(Kg)


BENDING SCHEDULE PAGE D4

MADE BY : G.A.C.

DATE : 16-10-86 STANDARD CONCRETE BOX CULVERT

5.0 x 2.5m

REF DRG No.

SB/520 and 521

REVISIONS :

MARK No.

BAR TYPE AND SIZE

mm.

LENGTH OF EACH BAR

mm.

NO. OF BARS

TOTAL LENGTH m


mm.

NOTES

D40 Y12 1585 52 82.5

1000

D41 Y12 6965 16 111.5

5380 t t

---11r7A

D42 Y12 5520 4 22.1

5520 t i

)43 NOT USED

D44 Y12 1465 to 6105in steps of 580

9x436 136.3 880 -5520 IN ST PSOF 590

D45 NOT USED

D46 Y12 1775 to 6415 in steps of 580

9x4...36 147.5

1190-5830 IN STEPS OF 580

—Pk)

D47 NOT USED

1 D48 Y8 480 108 31.9 4 4 150 4.

Y16 7430 8 59.5

6650 te t

"— nb IA

aviiiinE

BAR TYPE SIZE ( mm

AND ).

yg Y12 Y16 Y20 TOTAL

TOTAL LENGTH I m) 60 2444+ 181 LT 242 232LT

TATA I tA/CI rtUTIV•A 24 2171+ .-. _ 382 572 Ly

2577 + 733 LT

QUANTITIES OF MATERIALS FOR BOX CULVERT 5. 0 x 2. 5m.



TYPE OF MATERIAL

CONCRETE

(m3 )

Grade 15

Grade 25

FORMWORK (m2 )

REINFORCEMENT (Kg)

QUANTITIES

0. 3 LT+ 1. 5

5.4 1.1+ 41.5

16.4 LT+140

733 LT+ 2577

LT = Total length of culvert, measured in metres

L_

Typical section.

VI

B.0)( CULVERT 2x 4.0 x Um.

LENGTH OF EACH BAR

mm.

6020 + LT

M.O.P.W. ROADS DEPARTMENT BRIDGES SECTION MADE BY : DATE:

G.A.C. 2-9-86

REVISIONS:

BENDING SCHEDULE

STANDARD CONCRETE BOX CULVERT 2x4.0x2.0m

PAGE El

REF ORG No.

SB/523 & 524

MARK BAR TYPE No. AND SIZE

mm.

EIO Y12

NO. OF BARS

72

TOTAL !SKETCH OF BAR LENGTH m DIMENSIONS IN

mm. I 6020 +LT

433.5+72 1i

NOTES

t 1750 t

Ell 754LT Y16 3460

21.8 LT

E12 Y12 26. 8LT

t 6700 t

6700

414T

E13 Y20 52LT

4000 t

4000

1 3 LT

E14 Y16 43.9 LT t 87" t

8770

5LT

t 9043

E15 15.5LT Y12 970

16 LT

E16 Y12 35.8 910 to 2670 in steps of 440

910 -2670 IN STEPS OF 440

4x520

E17 Y12 126.1

LN

4 600

1370

92

E18 Y12 176.7

4 min 1920

92

E19 Y12 12 12060 144.8

t 12060 t.

41r

)-

X X

TATAI wFIRNTIKnY


TOTAL LENGTH (n)

M.O.P.W. ROADS DEPARTMENT BRIDGES SECTION MADE SY: IDATE: G.A.C. 2-9-86

BENDING SCHEDULE

STANDARD CONCRETE DOR CULVERT 2 x 4.0 x 2.0m

PAGE E2

REF DRO Ne. 0/523

Eg 524 REVISIONS:

MARK No.

E20

BAR TYPE AND SIZE

mm.

Y12

LENGTH OF EACH BAR

mm. 9090 to 12280 in steps of 290

NO. OF BARS

4x12∎48

TOTAL LENGTH m.

512.9


mm.

9090 —12280 IN STEPS OF 290

NOTES

E21 Y12 6700 5LT 33.SLT

t 6700

E22 Y12 114 LT— SO 114 LT-9.1

i LT - RO

E23 Y16 8770 5LTI-5 43.9Lt+43.9

t 8770 t

1730 E24 Y8 72 124.6

E25 Y8 1430 72 IR 103.0

E26 NOT USED

E27 Y12 2200 16 LT 35.2LT I 2200 t

E28 NOT USED

6.3

150

BAR TYPE AND SIZE mm

TOTAL LENGTH(m)

TOTAL WEIGHT(Kg)

E29 Y8 450 14 rn

Ne iEllo• 1111•11•11 11111. ••■ "Mr R. •• •■• ■=., - Rows saran BRIDGES SECTION MADE BY: IDATE:

G.A.C. 2-9-86

REVISIONS :

STANDARD CONCRETE BOX CULVERT 2 x 4.0 x 2.0m

REF ORO No•

SB/523 6E524

MARK No.

£30

E31

E32

E33

E34

E35

E36

E37

E38

E39

BAR TYPE AND SIZE

mm.

NOT USED

116

Y12

Y12

Y12

Y12

Y12

Y8

Y12

Y8

LENGTH OF EACH BAR

mm.

NO. OF BARS

TOTAL LENGTH m.

2360 72 170.0

1660 8 13.3

1180 48 56.7


4x18=72 129.1

1100 to 2530 in steps of 130

4x12=48 87.2

1420 to 1940 in steps of 130

8x5=40 67.2

755 24 18.2

5350 16 85.6

480 68 32.7


mm. NOTES

tr 1200 I

t 1660

t 910

it 1070 - 2515

IN STEPS OF 85

1100 -2530

IN STEPS OF 130

1940 -1420

IN STEPS OF 130

4 300

r—C-759 4860 4,

1t 150


TOTAL LENGTH (m ) TOTAL WE I GHT (Kg)

ROADS DEPARTMENT .BRIDGES SECTION

BENDING SCHEDULE E4

MADE BY : G.A.C.

DATE : I 2-9-86 STANDARD CONCRETE BOX CULVERT

2 x 4.0 x 2.0m

REF ORO No.

SB/523 & 524

REVISIONS:

MARK No.

BAR TYPE AND SIZE

mm.

LENGTH OF EACH BAR

mm.

NO. OF BARS

TOTAL LENGTH m.


mm. NOTES

E40 Y12 1390 44 61.2 T ,0 1 1000 1

E41 Y12 5690 16 91.1

5200 t t

—7:7Thiit___

E42 Y12 5670 8 45.4

5350 t t

*k

E43 Y12 2145 8 17.2

P74.

1560 1A0 i 6

E44 Y12 1410 to 4 10 in steps of 700

4x6=24 75.9

920-4420 IN STEPS OF 700 cHn

E45 Y12 1290 to 5290 in steps of 500

4x9=36 118.5 1000-5000 IN STEPS F 500

0 Ae n

vo

ins I


Y8 Y12 Y16 Y20 TOTAL

TOTAL LENGTH (m) 285 2270 +

297LT 214 + 164LT

52LT

TOTAL WEIGHT(Kg) 113 2015 + 264LT

338 + 2S8LT

129 LT 2466 + 651LT

ROAD.

LT

f /7 1 \\.\\(// —...1 L_

Typical section .

QUANTITIES OF MATERIALS FOR BOX CULVERT 2x 4 . 0 x 2 .0 m .

Ref. drawings Dimensions : SB/ 522

Reinforcement : SB/523 and 524.

TYPE OF MATERIAL QUANTITIES

CONCRETE

(m3 )

Grade 15 0.5LT + 3.4

Grade 25 7.9LT+ 40.2

FORMWORK ( m 2 ) 21.4 LT* 118 .8

REINFORCEMENT ( Kg) 651 LT * 2466

LT : Total length of culvert, measured in metres.

BOX CULVERT 2 x 5.0 x 2.5 m.


BENDING SCHEDULE Fl

MADE BY : G.A.C.

I DATE : 12/11/86


REF DRG No.

SE/526 and 527

REVISIONS:

MARK No.

BAR TYPE AND SIZE

mm.

LENGTH OF EACH BAR

mm.

NO. OF BARS

TOTAL LENGTH m.


mm. NOTES

F10 Y20 3820 2OLT 76.4LT 1. 1760 iti

I

Fll Y20 4000 20LT BOLT

4000 t 1

F12 Y16 10770 4+13.3LT 143.6LT+43.1 t I

107 70

F13 Y12 LT +7520 44x2 - 88 88LT +661.8

LT + 7520

F14 Y12 1170 16,LT 18.8LT

1100 4 t 10 0

F15 Y12 10910 to 14942 in steps of 288

15x4a60 775.5 0110770-1480 Ig 0 IN STEPS OF zi• 288

F16 Y12 1230 to 3380 in steps of 430

6x8a48 110.7 1230 —3380 IN

STEPS OF 430

Y12 12450 F 17 8 99.6

12450

T

t

• F18 Y12 1435 104 149.3

.

4_

raj

F19 Y12 1980 104 206.0

910 4,

I IAavion

ins I


TOTAL LENGTH I m )

TOTAL WEIGHT(Kg)



F2

MADE BY: G.A.C.

DATE


REF DRG No. SB/526 and 527

REVISIONS:

MARK No.

BAR TYPE AND SIZE

mm.

LENGTH OF EACH BAR

mm.

NO. OF BARS

TOTAL LENGTH m.


mm. NOTES

F20 NOT USED

F21 Y12 1810 88 159.3

so

F22 Y12 1435 88 126.3 ig 600 1

F23 Y12 Lt -80 142 142LT - 11.4 Li — 80

F24 Y12 2760 16LT 44.2LT

2760 t t

F25 NOT USED

F26 Y8 405 18 7.3 11

i 150 i

F27 Y20 9450 1OLT 94.5LT 9450

F28 NOT USED

F29 NOT USED IA

NV

IIIIrlS

BAR TYPE AND SIZE 1 mm 1

I OTAL LENGTH I m)

TOTAL WEIGHT(Ka)


I:MN Ul Pi L7 31.1-1CUIJI-C YJ

MADE BY : 'DATE: G.A.C. 12/11/86 STANDARD CONCRETE BOX CULVERT

2 x 5.0 x 2.5m

REF DRO No.

SB/526 and 527

REVISIONS:

MARK No.

mm.

BAR TYPE AND SIZE

LENGTH OF EACH BAR

mm.

NO. OF BARS

TOTAL LENGTH m.


mm. NOTES

F30 Y16 2280 80 182.4

rThreie 11

F31 Y12 2235 8 17.9

1950 i

—M –0-521-

F32 Y12 1130 56 63.3

J_1 UM L

.

I -I

F33 Y12


20x4=80 163.8 1240-2855 IN STEPS OF 85

F34 Y12 1280 to 2970 in steps of 130

14x4=56 119.0 1280-2970

IN STEPS OF 130

F35 Y12

1470 to 2250 in steps of 130

7x8=56 104.2 1470-2250IN

STEPS OF 130

Y12 2435 8 ip04,

F36 19.5

i 1850 i

F37 Y8 455 16 7.3 –4 1,1501„

F38 112 6635 16 106.2

6050 t t

--- ntb

F39 NOT USED

>- ce < I I D 0

BAR TYPE AND SIZE I mm I

TOTAL LENGTH1m)

TOTAL WEIGHT(Kg)



Flt

MADE BY : G.A. C. 12111 —86


REF MG No.

SB/526 and 527 REVISIONS:

MARK No.

BAR TYPE AND SIZE

mm.

LENGTH OF EACH BAR

mm.

NO. OF BARS

TOTAL LENGTH m.


mm. NOTES

F40 Y12 1585 52 82.5

_Facto _ --tn

Y12 6965 F 41 16 111.5

i 6380 i ro F42 NOT USED

F43 NOT USED

F44 Y12 1465 to 6105 in steps of 580

9x4■36 136.3 •

TEP 880-5520IN

OF 580

F45 NOT USED

P46 Y12 1775 to 6415 in steps of 580

9x4■36 147.5 1190-5830 STEP

IN OF 580

F47 NOT USED

F48 Y8 480 108 51.9

150

F49 Y16 7430 8 59.5

6650 1 f —gree

=Aavvoin

s


Y8 Y12 Y16 Y20 TOTAL

TOTAL LENGTH (m) 6 '7 3048.8+

293 LT 285 +

144LT 251LT

TATA. WCIfIlJTIVal. 77 73•7 + 451 + etln 1— p451.7+

TYPE OF MATERIAL

CONCRETE

( m3 )

Grade 15

Grade 25

FORMWORK ( m2 )

REINFORCEMENT ( Kg)

QUANTITIES OF MATERIALS FOR BOX CULVERT 2x 5.0 x 2.5m .

Ref. drawings : Dimensions : S8/525

Reinforcement : SB/ 526 and 527

QUANTITIES

0.6 LT• 3 • 5

10.8LT • 63.2

26. 6LT • 174.0

1070 LT• 3043

LT = Total length of culvert, measured in metres

Typical section .

Std Concrete Box Culverts Manual 2_1

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Transcript of Std Concrete Box Culverts Manual 2_1