......

"

CHIl.RT SHOWING ADEQUACY OF SPAN, CARRIAGEWAY WIDTHS & STRUCTURE TYPE FOR: CHART NO. C-~.
HT-1LOADING (WIIH 4 AXLE TRAILER UNITS)
PULLER TRAC TOR
,-- ~--.-

TRAILER UNIT
.".-.--.- - ... -............~.-

, + ,I
+
6t 9.5t 9.5t 18t 18t 18t 18t
3200 1370 5427 4500
r 1 1 I (3 X 1500) I
GVW INCLUDING PULLER TRACTOR= 97 t

~i
J I 3000

3000
g
~

244

375

TYPICAL CROSS SECTION SHOWING TRANSVERSE WHEEL

ARRANGEMENT OF HYDRAULIC TRAILER UNITS

Lflop.nrl:
Sa fe to carry the specified load

_ safe to carry marked reduced GWJ

CWAY TYPE 1 : 2 LANE SINGLE CARRIAGEWAY OR 2 LANE DUAL CARRIAGEWAY WITH STRUCTURAL DrSCQNTINUIT

.. C"WAY TYPE 2 : 3 lANE SINGLE CARRLAGEWAY OR 3 LANE DUAL CARRIAGEWAY WITH STRUCTURAL DISCONTINUrr

CWAY TYPE 3 : 4 LANE SINGLE CARRIAGEWAY OR 4 LANE DUAL C' WAY WITH STRUCTURAl DISCONTINUITY OR

2LAN~ UUAL CAR~IAClEWAV WITHOUT STRUCTUAAL UISCONTINUITY

C'WAY TYPE 4 : 3 LANE DUAL CARRIAGEWAY WITHOUT STRUCTURAL DISCONTINUITY

CWAY TYPE 5: 4 LANE DUAL CARRIAGEWAY WITHOUT STRUCTURAL DISCONTINUITY

'"
NOTES:
1 THE ABOVE CONCLUSIONS ARE FOR BRIDGES HAVING pECK SLAB WITHOUT ANY TRANSVERSE PRESTRESSING.

2 THE OWC CAN SAFELY BE PERMITTED OVER AU TYPES OF CULVERTS HAVING SPAN LENGTH < 6m.

3 THE ABOVE CONCLUSIONS ARE BASED ON THE COI'\IDITIONS 1 ASSUMPTIONS GIVEN SEPARATELY

4 WHEREVER REDUCED GWiIS MARKED "RED" IN THE CHART. CORRESPONDING REDUCEO AXlE LOAD CAN BE

CALCULATED BY THE FORMULA : RAL'" CRGV'IN25) 14

Where : RAL. Reduced Axle Lead (In lonncs); RGVW:: Reduced Gross Vehicle Weight (In tonncs)

5 THE TRANSPORTER SHALL TAKE PERMISSION FROM THE CONCERNED REGULATORY AGENCY BEFORE TAKING

THE HT LOADS OVER THE BRIDGES

6 IN CASE OF STRUCTURES MARKED TO CARRY RGVW, FOR INTERMEDIATE SPAN LENGTHS. THE VALUES OF

GVW OF LOWER OF THE TWO ADJACENT SPANS HAVE TO BE TAKEN .

HART"HOWING ADEQUACY OF SPAN, CARRIAGEWAY WIDTHS & STRUCTURE TYPE FOR CHART NO_ C-2
T-2 LOADING (WITH 6 AXLE TRAILER UNITS)

AtjLe~
~I'
~'i'-.=='l-D="'.. ~.(~WM"~.,,~
6t 9.5t 9.5t 1St 1St 1St 1St 1St 1St
I 3200 1E'221 5427 I 7500
(5 X 1500)
I
GVW INCLUDING PULLER TRACTOR= 133 t

JIlfuI!ijLi
I 3000 I g
~
'"~

244

375

TYPICAL CROSS SECTION SHOWING TRANSVERSE WHEEL

ARRANGEMENT OF HYDRAULIC TRAILER UNITS

l ege nd:

Safe to carry the specified load

._ safe to carry marked reduced GVW

CWAY TYPE 1 : 2 LANE SINGLE CARRIAGEWAY OR 2 LANE DUAL CARRIAGEWAY WITH STRUCTURAL D1SCONTINUIl

CWAY TYPE 2 : J LANE SINGLE CARRIAGEWAY OR3LANE DUAL CARRIAGEWAYWfTH STRUCTURAL DISCONTINUIl

C'WAY TYPE 3 : 4 LANE SINGLE CARRIAGEWAY OR4LANE DUAl C' WAY WITH STRUCTURAL DISCONTINU ITY OR

2 LANE DUAL CARRIAGEWAY WITHOUT STRUCTURAL DISCONTINUITY

C'WAY TYPE 4: JLANE DUAL CARRIAGEWAY WITHOUT STRUCTURAl DISCONTINUITY

C'WAY TYPE 5: 4 LANE DUAL CARRIAGEWAY WITHOUT STRUCTURAL DISCONTINUITY

NOTES :
1 THE ABOVE CONCLUSIO NS ARE FOR BRIDGES HAVING DECK SLAB WITHOUT ANY TRANSVERSE PRESTRESSING.

2 THE owe CAN SAFELY BE PERMITIED OVER ALL TYPES OF CULVERTS HAVING SPAN LENGTH <: 6m.

3 THE ABOVE CONCLUSIONS ARE BASED ON THE CONDITIONS I ASSUMPTIONS GIVEN SEPARATELY

4 WHEREVER REDUCED GWI IS rMRKED "RED" IN THE CHART, CORRESPONDING REDUCED AXLE LOAD CAN BE

CALCULATED BY THE FORMULA : RAL - (RGWI2S) 16

Where: RAL" Reduced Axle Load (In tonnes); RGVW '" Reduced Gross Vehic le Weight (In tonncs)

5 THE TRANSPORTER SHAll TAKE PERMISSION FROM THE CONCERNED REGULATORY AGENCY BEFORE TAKING

THE HT LOADS OVER THE BRIDGES

6 IN CASE OF STRUCTURES MARKED TO CARRY RGWI, FOR INTERMEDIATE SP:AN LENGTHS, THE VALUES OF

GWI OF LOWER OF THE TWO ADJACENT SPANS HAVE TO BE TAKEN.

CHART SHOWING ADEQUACY OF SPAN, CARRIAGEWAY WIDTHS & STRUGURE TYPE FOR (HART NO. (-3
HT-3LOADING (WITH 8 AXLE TRAILER UNITSI

TRAILER UNIT
~ ._ - - - -- ,

6t
,
9.5t 9 .5t
, "
18t 18t 18t 18t 18t 18t 18t 18t
"
3200 113701-1_ _..::5..:.:q2:..:7_ _ _ I_ ___---,"'1"'0'1500~_.__----1
(7 X 1500)

GVW INCLUDING PULLER TRAGOR= 169 t

~
I I=-~
3000

~
~+1

TYPICAL CROSS SECTION SHOWING TRANSVERSE WHEEL

ARRANGEMENT OF HYDRAULIC TRAILER UNITS

Legend :
Safe to carry the specified load

Safe to carry marked reduced GVW

CWAY TYPE 1 : 2 LANE SINGLE CARRIAGEWAY OR 2 LANE DUAL CARRIAGEWAY WITH STRUCTURAL DISCONnNUlTY

C'WAY TYPE 2 : 3 LANE S INGLE CARRIAGEWAY OR 3 lANE DUAl CARRIAGEWAY WITH STRUCTURAL DISCONTINUITY

C'WAY TYPE 3 : 4 LANE SINGLE CARRIAGEWAY OR 4 LANE DUAL C' WAY WITH STRUCTURAL DISCONTJNUlTY OR

2 LANE DUAL CARRIAGEWAY WlTliOUT STRUCTURAL DISCONTINUITY

C'WAY TYPE 4 : 3 LANE DUAl CARRIAGEWAY WITHOUT STRUCTURAL DISCONTINUITY

CWAY TYPE 5 : 4 LANE DUAL CARRIAGEWAY WITHOUT STRUCTURAL DISCONT1NUITY

NOTES:
1 THE ABOVE CONCLUSIONS ARE FOR BRIDGES HAVING OECK SLAB WITHOUT ANY TRANSVERSE PRESTRESSING.

2 THE OWC CAN SAFELY BE PERMlnEo avER ALL TYPES OF CULVERTS HAVING SPAN LENGTH < 6m.

3 THE ABOVE CONCLUSIONS ARE BASED ON THE CQNDlT10NS I ASSUMPTIONS GIVEN SEPARATELY

4 WHEREVER REOUCEO GWlIS MARKED "REO"'N THE CHART, CORRESPONDING REDUCED AXLE LOAD CAN BE

CALCULATED BY THE FORMULA : RAL '" (RGWI.25) 18

Where : RAL'" Reduced AXle Load (In lonnes); RGWtI .. R~uced Gross Vehicle Weight (In lonnos)

5 THE TRANSPORTER SHALl. TAKE PERMISSION FROM THE CONCERNED REGULATORY AGENCY BEFORE TAXING

THE HTLOADS OVER THE BRIDGES

6 IN CASE OF STRUCTURES MARKED TO CARRY RGVW, FOR INTERMEDIATE SPAN LENGTHS, THE VALUES OF

GWI OF LOWER OF THE TWO ADJACENT SPANS HAVE TO BE TAKEN.

I
!
CHART SHOWING ADEQUACY OF SPAN, CARRIAGEWAY WIDTHS & STRUCTURE TYPE FOR CHART NO_ C-4
HT-4 LOADING (WITH 10 AXLE TRAILER UNITS)

PULLER.!RACTOR

~c:m~
- j

'~'~
6t 9_5t 9 .5t
I
3200 137
1 , 5427
(9X 15001

GVW INCLUDING PULLER TRACTOR= 205 t

---Bi!il
I I 3000

1 g
jj
;::

244

375

TYPICAL CROSS SECTION SHOWING TRANSVERSE WHEEL

ARRANGEMENT OF HYDRAUUC TRAILER UNITS

c
c

L.egend;

Sa fe to carry the specified load

_ safe to carry marked reduced GWoJ

C'WAY TYPE 1 : 2 LANE SINGLE CARRIAGEWAY OR 2 LANE DUAL CARRIAGEWAY WITH STRUCTURAL DISCONT/NUll

C'WAY TYPE 2: 3 LANE SINGLE CARRIAGEWAY OR 3 LANE DUAL CARRIAGEWAY WITH STRUCTURAL DISCONTINUrT

C'WAY TYPE 3; 4 LANE SINGLE CARRIAGEWAY OR" LANE DUAL C' WAY WITH STRUCTURAL DISCONTINUITY OR

2 LANE DUAL CARRIAGEWAY WITHOUT STRUCTURAL DISCONTINUITY

C'WAY TYPE": 3 LANE DUAL CARRIAGEWAY WITHOUT STRUCTURAL DISCONTINUITY

C'WAY TYPE 5:" LANE DUAL CARRIAGEWAY WITHOUT STRUCTURAL DISCONTINU ITY

NOTES:

1 THE ABOVE CONCLUSIONS ARE FOR BRIDGES HAVING OECK SLAB WITHOUT ANY TRANSVERSE PRESTRESSING.

2 THE OWC CAN SAFELY BE PEFl:MITTED OVER ALL TYPES OF CULVERTS HAVING SPAN LENGTH < 6m.

3 THE ABOVE CONCLUSIONS ARE BASED ON "THECONDITIONS I ASSUMPTIONS GIVEN SEPARATELY

c
4 WHEREVER REDUCED GWI IS MARKED "RED" IN THE CHART, CORRESPONDING REDUCED AXLE LOAD CAN BE

CALCULATED BY THE FORMULA: RAL = (RGWI25) 110

Where: RAL" Reduced Axle Load (In tonnes): RGVW '" Reduced Gross Vehicle Weight (In tonnes)
5 THE TRANSPORTER SHALL TAKE PERMISSION FROM THE CONCERNED REGULATORY AGENCY BEFORE TAKING

THE HT LOADS OVER THE BRIDGES

6 IN CASE OF STRUCTURES MARKED TO CARRY RGVVoJ, FOR INTERMEOIATE SPAN LENGTHS, THE VALUES OF

GVWOF LOWER OF THE WIO ADJACENT SPANS HAVE TOSE TAKEN .

c
 CHART SHOWING ADEQUACY OF SPAN, CARRIAGEWAY WIDTHS & STRUCTURE TYPE FOR CHART NO. C-5
HT-S LOADING (WITH 12 AXLE TRAILER UNITS)

GVW INCLUDING PULLER TRACTOR: 241 t

~i I 3000

3000
, g

244

375

TYPICAL CROSS SECTION SHOWING TRANSVERSE WHEEL

ARRANGEMENT OF flVDRAULIC TRAILER UNITS

Legend:
Safe to carry the specified load

_~a'e to carry marked reduced GVW

C'WAY TYPE 1: 2 LANE SINGLE CARRIAGEWAY OR 2 LANE DUAL CARRIAGEWAY WITH STRUCTURAL DISCONTI NUIT'

:C'WAY TYPE 2; 3l.ANE SINGLE CA RRIAGEWAY OR 3 LANE DUAL CARRIAGEWAY WITH STRUCTURAL DISCO NT INUIT'

C'WAY TYPE 3: 4 LANE SINGLE CARRIAGEWAY OR 4 LANE DUAL C' WAY WITH STRUCTURAL DISCONTINUITY OR

2 LANE DUAL CARRIAGEWAY WITHOUT STRUCTURAL DISCONTINUITY

C'WAY TYPE 4: 3 LANE DUAL CARRIAGEWAY WITHOUT STRUCTURAL DISCONTINUITY

C'WAV TYPE 5: 4 LANE DUAL CARRIAGEWAY WITHOUT STRUCTURAL DISCONTINUITY

NOTES:

1 THE ABOVE CONCLUSIONS ARE FOR BRIDGES HAVING DECK SLA B WITHOUT ANY TRANSVERSE PRESTRESSING.

2 THE owe CAN SAFELY BE PER~lnEO OVER All TYPES OF CULVERTS HAVING SPAN lENGTH < 6m.
3 THE ABOVE CONCLUSIONS ARE BASED ON THE CONDITIONS I ASSUMPTIONS GIVEN SEPARATELY

4 WHEREVER REDUCED GWrJ IS MARKED " RED" IN THE CHART, CORRESPONDING REDUCED AXLE lOAD CAN BE

CALCULATED BY THE FORMULA: RAl- (RGWrJ.25)' 12

Where: RAL = ReducC!d Axle Load (In tonnes): RGVW" Reduced GlOSS Vehicl e Weight (In tonnes)
5 THE TRANSPORTER SHAll TAKE PERMlSSION FROM THE CONCERNED REGULATORY AGENCY BEFORE TAKING

THE HT LOADS OVER THE BRIDGES

6 IN CASE OF STRUCTURES MARKED TO CARRY RGVW,FOR INTERMEDIATE SPAN LEN GTHS, THE VALUES OF

G'/Ii'l OF LOWER OF THE TWO ADJACENT SPANS HAVE TO BE TAKEN.

I
l
,RT SHOWING ADEQUACY OF SPAN, CARRIAGEWAY WIDTHS & STRUCTURE TYPE FOR CHART NO. C-6
; LOADING [WITH 14 AXLE TRAILER UNITS)

PULLER TRACTOR
~ .-..... .. -.-.-.
- ----~--.-

TR AI LER lJ NIT
TO.w.BAR -_ ................... _._ ..

" ~,+ " 1 1 ~ l ' l .

61 9.51 9.St 181 181 181 181 181 18t 18t 18t 181 181 181 18t 181 18t
3200 1J9,701_ __",54~2,-!7_ _ _ _ _ _ _ _ _ _ __ _ _ __ _ ='~95;'!OO~~---------1
(13 X 1.500)

GVW INCLUDING PULLER TRACTOR= 277 1

~l
.I I 3000 ~
~
~

244

375

lYPICAL CROSS SECTION SHOWING TRANSVERSE WHEEL

ARRANGEMENT OF HYDRAULIC TRAILER UNITS

Legend:
Safe to ca rry the specined load

_ Safe to carry marked reduced GVW

C'WAY TYPE 1 : 2 LANE SINGLE CARRIAGEWAY OR 2 LANE DUAL CARRIAGEWAY WITH STRUCTURAL DlSCONTINUIl

CWAYTYPE 2 : 3 LANE SINGLE CARRIAGEWAY OR 3 LANE DUAL CARRIAGEWAY WITH STRUCTURAL DISCONTINun

C'WAY TYPE3 : 4 LANE SINGLE CARRIAGEWAY OR 4 LANE DUAL C' WAY WITH STRUCTURAL DISCONTINUITY OR

2 lANE DUAL CARRIAGEWAY WnHOUT STRUCTURAL DISCONTINUITY

C'WAY TYPE 4 : 3 LANE DUAL CARRIAGEWAY WITHOUT STRUCTURAL DISCONTINUITY

C'WAY TYPE 6: 4 LANE DUAL CARRIAGEWAY WITHOUT STRUCTURAL DIScONTINUITY

NOTES:
1 THE ABOVE CONCLUSIONS ARE FOR BRIDGES HAVING DECK SlAB WITHOUT ANY TRANSVERSE PRESTRESSING.

2 THE OWC CAN SAFELY BE PERMITIED OVER ALL TYPES OF CULVERTS HAVING SPAN LENGTH < 6m.

3 THE ABOVE CONCLUSIONS ARE BASED ON THE CONDITIONS I ASSUMPTIONS GIVEN SEPARATELY

4 WHEREVER REDUCED GWV IS MARKED "RED" IN THE CHART, CORRESPONDING REDUCED AXLE LOAD CAN BE

CALCUlATED BY THE FORMUlA: RAL" (RGWV-251/14

Where: RAL. Reduced Axle Load (In tonnes): RGVW. Reduced Gross Vehicle Weight (In tonnes)
5 THE TRANSPORTER SHALL TAKE PERMISSION FROM THE CONCERNED REGUlATORY AGENCY BEFORE TAKING

THE HT LOADS OVER THE BRIDGES

6 IN CASE OF STRUCTURES MARKED TO CARRY RGVW. FOR INTERMEDIATE SPAN LENGTHS , THE VALUES OF

GVW OF LOWER OF THE TWO ADJACENT SPANS HAVE TO BE TAKEN.

CHART SHOWING ADEQUACY OF SPAN, CARRIAGEWAY WIDTHS & STRUCTURE TYPE FOR CHART NO. C-7
HT.7 LOADING (WITH 16 AXLE TRAILER UNITS)
PUllER TRACIOR
.~ - .
~_B~I\. TRAIL ER UNIT
,----------- -.- ---.--.---..-~-------. ----- ----- -----

, t t. , '" t ' .t t, T 't t + ,.

61 181 181 181 18t 18t 18t 18t 18t 18t 18t 18t 181 181 18t 18t 181

1~1~---S~4~2~7-------------------------~~22~S~OO~------------------------
115 X 1500)

GVW INCLUD ING PULLER TRACTOR= 313 t

~-
I I g 3000
Jl
c:::
~

TYPICAL CROSS SECTION SHOWING TRANSVERSE WHEEL

ARRANGEMENT OF HYDRAULIC TRAilER UNITS

Legend:

_ safe to carry the specified load

Safe to carry marked reduced GVW

C'WAYTYPE 1 : 2 LANE SINGLE CARRIAGEWAY OR 2 LANE ~UAl CARRIAGEWAY WITH STRUCTURAL DISCONTl

C'WAY TYPE 2: 3 LANE SINGLE CARRIAGEWAY OR 3 LANE DUAL CARRIAGEWAY WITH STRUCTURAL OISCONTl

CWAY TYPE 3: 4 LANE SINGLE CARRIAGEWAY OR 4 LANE DUAl C' WAY WITH STRUCTURAL DISCONTINUITY 0

2 LANE DUAL CARRIAGEWAY WITHOUT STRUCTURAL DISCONTINUITY

CWAY TYPE 4 : 3 LANE DUAL CARRIAGEWAY WITHOUT STRUCTURAL DISCONTINUITY

CWAY TYPE 5 : 4 LANE DUAL CARRIAGEWAY WITHOUT STRUCTURAL DISCONTINUITY

NOTES:

1 THE ABOVE CONCLUS IONS ARE FOR BRIDGES HAVING DECK SLAB WITHOUT ANY TRANSVERSE PRESTRESSlfI

2 THE OWC CAN SAFELY BE PERMITIEO OVER ALL TYPES OF CULVERTS HAVING SPAN LENGTH < 6m.

3 THE ABOVE CONCLUSIONS ARE BASED ON THE CONDITIONS I ASSUMPTIONS GIVEN SEPARATELy

4 WHEREVER REDUCED GWI IS MARKED "RED" IN THE CHART. CORRESPONDING REDUCED AXLE LOAD CAN BE

CALCULATED BY THE FORMULA : RALlO (RGWI-2S) 116

Where: RAL t:: Reduced Axle Load (In lonnesl: RGWI. Reduced Gross Vehicle Weight (In tOMes)

5 THE TRANSPORTER SHALL TAKE PERMISSION FROM THE CONCERNED REGULATORY AGENCY BEFORE TAKIN

THE HT LOADS OVER THE BRIDGES

6 IN CASE OF STRUCTURES MARKED TO CARRY RGWI. FOR INTERMEDIATE SPAN LENGTHS, THE VALUES OF

GWI OF LOWER OF THE TWO ADJACENT SPANS HAVE TO BE TAKEN .

IART SHOWING ADEQUACY OF SPAN, CARRIAGEWAY WIDTHS & STRUCTURE TYPE FOR (HART NO. (-8
"-8 LOADING (WITH 18 AXLE TRAILER UNITS)

TRAilER ur'IIT
..........._A..

I I I I I 1

, "'" """
18t 18t 18t 18t 18t 18t 18t 18t 18t 18t 18t 18t 18t 18t 18t 18t 18t 18t

1~1~1 __ -'5,,4"'27'-_ _ _ _ _ __ _ _ __ _ _ _ _ __ --;~25~5~00~------------

117 X15001

GVW INCLUDING PULLER TRACTOR= 349 t

-li!iILl

1 3000 .1 g
~

244

375

TYPICAL CROSS SECTION SHOWING TRANSVERSE WHEEL

ARRANGEMENT OF HYDRAULIC TRAILER UNITS

Legend :
Safe to carry the spedficd load

_ Sare to carry marked reduced GVW

C'WAY TYPE 1: 2 LANE SINGLE CARRIAGEWAY OR 2 LANE DUAL CARRIAGEWAY WITH STRUCTURAL OISCONTINUn

CWAY TYPE 2 : 3 LANE SINGLE CARRIAGEWAY OR 3 LANE DUAL CARRIAGEWAY WITH STRUCTURAL DISeaNTINUn

CWAY TYPE 3 : 4 LANE SINGLE CARRIAGEWAY OR 4 LAN"E DUAL C' WAY WITH STRUCTURAL OISCONTlNUITY OR

2 LANE DUAL CARRIAGEWAY WITHOUT STRUCTURAL DISCONTINUITY

CWAY TYPE4: 3 lANE ~UAL CARRIAGEWAY WITHOUT STRUCTURAL DISCONTINUITY

C'WAV TYPE 5: "LANE DUAL CARRIAGEWAY WITHOUT STRUCTURAL DISCONTINUITY

NOTES:
1 THE ABOVE CONCLUSIONS ARE FOR BRIDGES HAVING DECK SLAB WITHOUT ANY TRANSVERSE PRESTRESSING.

2 THE OWC CAN SAFELY BE PERMITTED OVERALL TYPES OF CULVERTS HAVING SPAN LEN.GTH < 6m.

3 THE ABOVE CONCLUSIONS ARE BASED ON THE CONDITIONS I ASSUMPTIONS GIVEN SEPARATELY

4 WHEREVER REDUCED GVW lS MARKED "RED" IN THE CHART, CORRESPONDING REDUCED AXLE LOAD CAN BE

CALCULATED BY THE FORMULA : RAL'" (RGVW-25)/18

Where: RAL- Reduced Axle Load (In lonnes): RGVW a Reduced Gross Vehicle Weight (In tonnes)

5 THE TRANSPORTER SHALL TAKE PERMISSION FROM THE CONCERNED REGULATORY AGENCY BEFORE TAKING

THE HT LOADS OVER THE BRIDGES

6 IN CASE OF STRUCTURES MARKED TO CARRY RGVW. FOR INTERMEDIATE SPAN LENGTHS. THE VALUES OF

GVW OF LOWER OF THE TWO ADJACENT SPANS HAVE TO BE TAKEN .

CHART SHOWING ADEQUACY OF SPAN, CARRIAGEWAY WIDTHS & STRUCTURE TYPE FOR CHART NO . C:9
HT-9 LOADING {WITH 20AXLE TRA UNITSJ.
,--__.--J_.. .. . _ _.. . .

PULLER TRACmR

TRAILER UNIT
, _._
.-...... .. _-._ ....._-.. __.. _--_ ........

l f .l + l t-t T l
6t 9.5t 18t 18t 18t 18t 18t 18t 18t 18t 18t 18t 18t 18t 18t 18t 18t 18t 18t 18t 18t 18t

I 32001~1----~S~.~27~--_-----------------------------~~2a~S~OO~----------------------_________
r-=- (19X1SOO)

AL GVW INCLUDING PULLER TRACTOR= 385 t

--BiNiILg
I 3000 I
;ij
~

244

375

TYPICAL CROSS SECTION SHOWING TRANSVERSE WHEEL

ARRANGEMENT OF HYDRAULIC TRAILER UNITS

Legend:
_ safe to carry the specified load

_ safe to carry marked reduced GVW

C'WAY TYPE 1 : 2 LANE SINGLE CARRIAGEWAY OR 2 LANE DUAL CARRIAGEWAY WITH S1

CWAY TYPE 2 : 3 LANE SINGLE CARRIAGEWAY OR J LANE DUAL CARRlAGEWAYWIlH ST

C'WAY TYPE 3: 4 LANE SINGLE CARRIAGEWAY OR 4 LANE DUAL C' WAY WITH STRUCTUF

2 LANE DUAL CARRIAGEWAY WITHOUT STRUCTURAL DISCONTINUITY

I C'WAY TYPE 4 : 3 LANE DUAL CARRIAGEWAY WITHOUT STRUCTURAL DISCONTINUITY

I C'WAY TYPE 5: 4 LANE DUAL CARRIAGEWAY WITHOUT STRUCTURAL DISCONTINUITY

I
I
I NOTES:

1 THE ABOVE CONCLUSIONS ARE FOR BRIDGES HAVING DECK SLABWITHOUT ANY TRANS

2 THE OWC CAN SAFELY BE PERMITTED OVER ALL TYPES OF CULVERTS HAVING SPAN LEI

3 THE ABOVE CONCLUSIONS ARE BASED ON THE CONDITIONS I ASSUMPTIONS GIVEN SEP.

4 WHEREVER REDUCED GWlIS MARKED "REO" IN THE CHART, CORRESPONDING REDUCE

CALCULATED BY THE FORMULA: RAL ... (RGWI-25J /20

Where: RAL . Reduced Axle Load (In tonnes); RGVW "" Reduced G,oss Ve hlcle Weight (In I e

5 THE TRANSPORTER SHALL TAKE PERMISSION FROM THE CONCERNED REGULATORY AG

THE HT LOADS OVER THE BRIDGES

6 IN CASE OF STRUCTURES MARKED TO CARRY RGWI, FOR INTERMEDIATE SPAN LENGTH

GVW OF LOWER OF THE TWO ADJACENT SPANS HAVE TO BE TAKEN.

CHART SHOWING ADEQUACY OF SPAN, CARRIAGEWAY WIDTHS & STRUCTURE TYPE FOR CHART NO. C-10
.
HT-10 LOADING (WITH 8+8 AXLE TRAILER UNITS AND TURN TABLE BOLSTER)

TRAilER UNrT

61 9.51 9.51 1St 18t 18t 18t 18t 18t 161 18t

I
IWO trailers end Maximum distil nee will
depend on the leneth and CG of the of careo
~1J37D~I-_=:S4!!l!..7_ _~_ _ _ _717A~:C;~~SOD~)----f----------------------I-----I"";;~,,~"'OO"'J,.....----1

~.:::'!:.-=::.:..L:......-------=-::.---.l-------...L----L---~---- TOTAL GVW INCLUDING PULLER TRACTOR~ 313 t

181 181 181 181 181 181 181 181

244
375

TYPICAL CROSS SECTION SHOWING TRANSVERSE WHEEL

ARRANGEMENT OF HYDRAULIC TRAILER UNITS

c:
legend:
_ Sa re to carry the specified load

_ safe to carry marked reduced GVW

C'WAY TYPE 1 : 2 LANE SINGLE CARRIAGEWAY OR 2 LANE DUAL CARRIAGEWAY WITH STRUCTURAL DISCONTINUITY

CWAY TYPE 2; J LANE SINGLE CARRIAGEWAY OR 3 LANE DUAL CARRIAGEWAY WITH STRUCTURAL DISCONTINUITY "

CWAY TYPE 3:. LANE SINGLE CARRIAGEWAY OR4LANE DUAL C' WAY \-V1TH STRUCTURAL DISCDN"NUITY OR

2 lANE DUAL CARRIAGEWAY WlTHOllT STRUCTURAL O1SCONTINUITY

C'WAY TYPE 4: 3 LANE DUAL CARRJAGEWAY WITHOU T STRUCTURAL DISCONTlNUITY

C'WAY TYPE 5: 4 LANE DUAL CARRlAGEWAY WITHOUT STRUCTURAL DISCONTlN UI TY

NOTES:

1 THE ABOVE CONCLU SIONS ARE FOR BRIDGES HAVING DECK SLAB WITHOUT ANY TRANSVERSE PRESTRESSING.

2 THE owe CAN SAFELY BE PERMITIED OVER ALL TYPES OF CULVERTS HAVING SPAN LENGTH < Sm.
3 THE ABOVE CONCLUSIONS ARE BASED ON THE CONOITlONS f ASSUMPTlONS GIVEN SEPARATE LY

4 WHEREVER REDUCED GWJ IS MARKED " RED" IN ll-IE CHART, CORRESPONDING REDUCED AXLE LOAD CAN BE

CALCULATED BY THE FORMULA: RAl= (RGWJ.2S) I 16

Where: RA,l:o R(!duc(!d Axle load lin tonnes): RGVW,., Reduced Gross Vehicle Weight (In lonl'X!s)

5 THE TRANSPORTER SHALL TAKE PERMISSION FROrll THE CONCERNED REGULATORY AGENCY BEFORE TAKING

THE HT LOADS OVER THE BRIDGES

6 IN CASE OF STRUCTURES MARKED TO CARRY RGVW, FOR INTERMEDIATE SPAN LENGTHS. THE VALUES OF

GWJ OF lOWEROFTHE lWOADJACENT SPANS HAVE TO BE TAKEN ,

f
CHART SHOWING ADEQUACY OF SPAN, CARRIAGEWAY WIDTHS & STRUCTURE TYPE FOR CHART NO. C-ll
HT-lllOADING (WITH 10+10 AXlETRAILER UNITS AND TURNTABLE BOLSTER)

TAAllfAUNfT
._----"""'--------------._- - - - -- -

, Minimum distan"ce 5.36 m required

between two tr'illlers end
, , ,
18t 18t 18t 18t
61 9.St 9.51 Malrlmum rU .. I;anr.p. will dp,pnnti on
the length Olnd CG of the or cargo
3>00. 1"701 (9
13500
x 1500)
13500
(9X 1500j

GVW INCLUDING PULLER TRACTOR= 3851

'~l~I 3000

244

TYPICAL CROSS SECTION SHOWING TRANSVERSE WHEEL

ARRANGEMENT OF HYDRAULIC TRAILER UNITS

Lagend:
_ Safe to carry the specified load

Safe to carry marked reduced GVW

CWAY TYPE 1 : 2 LANE SINGLE CARRIAGEWAY OR 2 LANE OUA l CARRIAGEWAY WITH STRUCTURAL DISCONTINUITY

CW/J,Y TYPE 2: 3 LANE SINGLE CARRIAGEWAY OR 3 LANE DUAL CARRIAGEWAY WITH STRUCTURAL DISCONTINUITY

CWAY TYPE 3: 4lANE SINGLECAARIAGEWAY OR 4 LANE DUALC' WAyWITH STRUCTURAL DISCONTINUITY OR

2 LANE DUAL CARRIAGEWAY WITHOUT STRUCTURAL DISCONTINUITY

CWA YTYpE 4: 3 LANE DUAL CARRIAGEWAY WITHOUT STRUCTURAL DISCONTINUITY

CWAY TYP:; 5 : 4 LANE DUAL CARRIAGEWAY WITHOUT STRUCTURAL DISCONTINUITY

NOTES:

1 THE ABoVE CONCLUSIONS ARE FOR BRIDGES HAVING OECK SlAD WITHOUT ANY TRANSVERSE PRESTRESSING.

2 THE OWC CAN SAFELY BE PERMITIED OVER ALL TYPES OF CULVERTS HAVING SPAN LENGTH < 6m.

3 THE ADOVE CONCLUSIONS ARE BASED ON THE CONDITIONS I ASSUMPTIONS GIVEN SEPARATELY

4 WHEREVER REDUCED GVW IS MARKED " RED" IN HIE CHART, CORRESPONDiNG REDUCED AXLE LOAD CAN BE

CALCULATED BYTHE FORMULA: RAL CI (RGVW-251/20

Where: RAl- Re<l v c~d Ax le Lead (In ionnes); RGVW" R~dvced Gross Vehicle weight <In tonnes)

5 THE TRANSPORTER SHALL TAKE PERMISSION FROM THE CONCERNED REGULATORY AGENCY DEFORE TAKING

THE HT LOADS OVER THE BRIDGES

6 IN CASE OF STRUCTURES MARKED TO CARRY RGVW, FOR INTER i.~EDLATE SPAN LENGTHS, THE VALUES OF

GVW OF LOWEROF THETWOAOJACENT SPANS HAVE TO BE TAKEN.

 /!IlL '

CHART SHOWING ADEQUACY OF SPAN, CARRIAGEWAY WIDTHS & STRUCTURE TYPE FOR
HT-12 LOADING (WITH 14+14 AXLE TRAILER UNITS AND GIRDER ARRANGEMENT)
CHART NO. C-12 -

....... .~--.,....--.- - - - - ----------"-,,-.---. - ---~-~---- -- .- - -. - , , , . - - --- -- , - -- -- - -- ..- -- .....

SUppOIl.T GIIID(ft ----r--r--

61 9.51 9.51
, ,j "'"
1St 181 181 ,St 18t 181 18t 161 181 181 181 let 1St 1St
,.
~~I-~~~'~'---I------------~.il~:~Wr.~~-----------1------~'~~=--------I~---------r,i1J~I~~~~--------~,

AL GVW INCLUDING PULLER TRACTOR= 529 t

244

375

TYPICAL CROSS SECTION SHOWING TRANSVERSE WHEEL

ARRANGEMENT OF HYDRAULIC TRAILER UNITS

-
'

Legend:
Safe to carry the spedfled load

.

.safe to carry marked reduced GWJ

CWAY TYPE 1 : 2 LANE SINGLE CARRIAGEWAY OR 2 LANE DUAL CARRIAGEWAY WITH STRUCTURAL OISCONTIN

CWAY TYPE 2: 3 LANE SINGLE CARRIAGEWAY OR 3 LANE DUAL CARRIAGEWAY WITH STRUCTURAL DISCONTIN

C'WAY TYpe 3: 4 LANE SINGLE CARRIAGEWAY OR 4 LANE DUAL e' WAY WITH STRUCTURAL DISCONTINUITY OR

2 LANE DUAL CARRIAGEWAY WITHOUT STRUCTURAL DISCONTINUITY

C'WAY TYPE 4: 3 LANE DUAL CARRIAGEWAY WITHOUT STRUCTURAL DISCONTINUITY

C'WA Y TYPE 5 : 4 LANE DUAL CARRIAGEWAY WITHOUT STRUCTURAL DISCONTINUITY

NOTES:

1 THE ABOVE CONCLUSIONS ARE FOR BRIDGES HAVING DECK SLAB WITHOUT AN Y TRANSVERSE PRESTRESSIN ~

2 THE OWC CAN SAF ELY BE PERMITTED OVER ALL TYPES OF CULVERTS HAVING SPAN LENGTH < 6m.

3 THE ABOVE CONCLUSIONS ARE BASED ON THE CONDITIONS f ASSUMPTIONS GIVEN SEPARATELY
4 WHEREVER REDUCED GVW IS MARKED "RED" IN THE CHART. CORRESPONDING REDUCED AXLE LOAD CAN BE

CALCULATED BY THE FORMULA : RAL:::> (RGVW-2S) 128

Where; RAL" Reduced Axle l03d (In toones); RGVW c Reduced Gross Vehicle WeIght (In tonnes)

5 THE TRANSPORTER SHALL TAKE PERMISSION FROM THE CONCERNED REGULATORY AGENCY BEFORE TAKING

THE HT LOAD S OVERTHE BRIDGES

o IN CASE OF STRUCTURES MARKED TO CARRY RGVW, FOR INTERMED IATE SPAN LENGTHS, THE VALUES OF

GVW OF LOWER OF THE TWO ADJACENT SPANS HAVE TO BE TAKE N.

.. CHART SHOWING ADEQUACY OF SPAN, CARRIAGEWAY WIDTHS & STRUCTURE TYPE FOR CHART NO. C-13
HT-13 LOADING (WITH 16+16 AXLE TRAILER UNITS AND GIRDER ARRANGEMENTI
TUJlULlN IT

----------------------------~u=~~--------------~~=-----------------~~------------------------~

61 ,,
9.5\ 9.51 " "
18t 18l 18t 18t 18t 18t 18t 1St lSl lBt 18t 181 18t 18t 181 18t
~~I-...l..:!]':!.1---~-----------;,rill~%1&~,;_-~--------;I-------'.."''''''''-------1 ul!S:&:u j

GVW INCLUDING PULLER TRACTOR= 601 t

244

375

TYPICAL CROSS SECTION SHOWING TRANSVERSE WHEEL

ARRANGEMENT OF HYDRAULIC TRAILER UNITS

Legend:
_ Si fe to carry the speclfied load

_ Safe to carry marked reduced GVW

C'WAY TYPE 1 : 2 LANE SINGLE CARRIAGEWAY OR 2 LANE DUAL CARRIAGEWAY WlTIi STRUCTURAL DISCONTINUr

CWAY \yPE 2 : JLANE SINGLE CARRIAGEWAY OR3 LANE DUAL CARRIAGEWAY WITH STRUCTURAL DISCONTINUr

C'WAY TYPE 3 : -4 LANE SINGLE CARRIAGEWAY OR 4 LANE DUAL C' WAY WITH STRUCTURAL DISCONTINUITY OR

2LANE DUAL CARRIAGEWAY WITHOUT STRUCTURAL DISCONTINUITY

C'WAY TYPE4: JLANE DUAL CARRIAGEWAY WITHOUt: STRUCTURAL DISCONTINUITY

C'WAY TYPE 5: 4 LANE DUAL CARRIAGEWAY WITHOUT STRUCTURAL DISCONTINUITY

NOTES :

1 THE ABOVE CONCLUSIONS ARE FOR BRIDGES HAVING DECI( SLAB WITHOUT ANY TRANSVERSE PRESTRESSING.
2 THE OWC CAN SAFELY BE PERMITTED OVER ALL TYPES OF CULVERTS HAVING SPAN LENGTH < 6m.
3 THE ABOVE CONCLUSIONS ARE BASED ON THE CONDITIONS I ASSUMPTIONS GIVEN SEPARATELY
4 WHEREVER REDUCED GWI IS MARKED "RED" IN THE CHART, CORRESPONDING REDUCED AXLE LOAD CAN BE
CALCULATED BY THE FORMULA: RAL'" (RGWI.25l/32

Where: RAL" Reduced Axle LOOl.d (in lonnes): RGVW " Redueed Gross VehiCle Weight (In tonnes)

5 THE TRANSPORTER SHALL TAKE PERMISSION FROM THE CONC ERNED REGULATORY AGENCY BEFORE TAKING

THE HT LOADS OVER THE BRIDGES

6 IN CASE OF STRUCTURES MARKED TO CARRY RGWI, FOR INTERMEDIATE SPAN LENGTHS, THE VALUES OF

GWI OF LOWER OF THE TWO ADJACENT SPANS HAVE TO BE TAKEN .