std concrete box culverts manual 2_1
DESCRIPTION
structuresTRANSCRIPT
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
SKETCH OF BAR DIMENSIONS IN
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!
BAR TYPE AND SIZE ( mm ),
TOTAL LENGTH (m)
M.O.P.W. ROADS DEPARTMENT BRIDGES SECTION
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
SKETCH OF BAR DIMENSIONS IN
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
BAR TYPE AND SIZE ( mm ),
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
SKETCH OF BAR DIMENSIONS IN
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
ROADS DEPARTMENT BRIDGES SECTION
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.
SKETCH OF BAR DIMENSIONS IN
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)
M.O.P.W. ROADS DEPARTMENT BRIDGES SECTION
BENDING SCHEDULE PAGE B3
MADE BY G.A.C.
DATE : 11 - 11-86
STANDARD CONCRETE BOX CULVERT 2.5 x 2.0m
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
SKETCH OF BAR DIMENSIONS IN
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
ROADS DEPARTMENT BRIDGES SECTION
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.
SKETCH OF BAR DIMENSIONS IN
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.
ROADS DEPARTMENT BRIDGES SECTION
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.
SKETCH OF BAR DIMENSIONS IN
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
910 to 2670 in steps of 440
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)
M.O.P.W. ROADS DEPARTMENT BRIDGES SECTION
BENDING SCHEDULE PAGE C2
MADE BY : 1 DATE : G. A. C. 13-10-86
STANDARD CONCRETE BOX CULVERT 4.0 x 2.0m
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
SKETCH OF BAR DIMENSIONS IN
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
BAR TYPE AND SIZE ( mm ),
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.
SKETCH OF BAR DIMENSIONS IN
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
BENDING SCHEDULE PAGE
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.
SKETCH OF BAR DIMENSIONS IN
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
BAR TYPE AND SIZE ( mm ).
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.
Ref. drawings : Dimensions : SB/516
Reinforcement : SB/517 and 518
LT :-. Total length of culvert, measured in metres
it ROAD.
LT
Typical section.
M.O.P.W. ROADS DEPARTMENT BRIDGES SECTION
BENDING SCHEDULE PAGE
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.
SKETCH OF BAR DIMENSIONS IN
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
M.O.P.W. ROADS DEPARTMENT BRIDGES SECTION
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.
SKETCH OF BAR DIMENSIONS IN
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
BAR TYPE AND SIZE ( mm ).
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
STANDARD CONCRETE BOX CULVERT 5.0 x 2.5m
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.
SKETCH OF BAR DIMENSIONS IN
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)
M.O.P.W. ROADS DEPARTMENT BRIDGES SECTION
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
SKETCH OF BAR DIMENSIONS IN
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.
Ref. drawings : Dimensions : SB/519
Reinforcement : SB/520 and 521
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
BAR TYPE AND SIZE ( mm
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
SKETCH OF BAR DIMENSIONS IN
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
1070 to 2515 in steps of 85
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
SKETCH OF BAR DIMENSIONS IN
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
BAR TYPE AND SIZE ( mm
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.
SKETCH OF BAR DIMENSIONS IN
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
BAR TYPE AND SIZE ( mm ).
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.
ROADS DEPARTMENT BRIDGES SECTION
BENDING SCHEDULE Fl
MADE BY : G.A.C.
I DATE : 12/11/86
STANDARD CONCRETE BOX CULVERT 2 x 5.0 x 2.5m
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.
SKETCH OF BAR DIMENSIONS IN
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
BAR TYPE AND SIZE ( mm ).
TOTAL LENGTH I m )
TOTAL WEIGHT(Kg)
M.O.P.W. ROADS DEPARTMENT BRIDGES SECTION
BENDING SCHEDULE PAGE
F2
MADE BY: G.A.C.
DATE
STANDARD CONCRETE BOX CULVERT 2 x 5.0 x 2.5m
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.
SKETCH OF BAR DIMENSIONS IN
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)
ROADS DEPARTMENT BRIDGES SECTION
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.
SKETCH OF BAR DIMENSIONS IN
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
1240 to 2855 in steps of 85
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)
M.O.P.W. ROADS DEPARTMENT BRIDGES SECTION
BENDING SCHEDULE PAGE
Flt
MADE BY : G.A. C. 12111 —86
STANDARD CONCRETE BOX CULVERT 2 x 5.0 x 2.5m
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.
SKETCH OF BAR DIMENSIONS IN
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
BAR TYPE AND SIZE ( mm ).
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 .