magus rigid pavement

8/20/2019 Magus Rigid Pavement

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© 2003-10 NeilsoftLimited

Renaissance Industrial Park, Bhiwandi

RIGID PAVEMENT DESIGN

Issue Description DetailsPrepared

ByChecked

ByApproved

ByClient

Approval

R0 Issued for ApprovalName SAM, AAB MRC MRC/DP

Date ! De"#$0 %& De"#$0 %' De"#$0

Neilsoft

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Table of Contents

10 !"ecuti#e $ummar%

03

20 &esi'n (s)ects 0*

30 (ssum)tion

0+

*0 echnical om)arison 0.

+0 ommercial om)arison

0/

.0 onclusion

0

(nne"ure ( Road (rea alculations

0

(nne"ure B ostin' of Ri'id Pa#ement for arious 4rades of concrete

10

(nne"ure Roadwa% ross $ections

12

he roadwa% )a#ement re)ort is aimed at techno commercial com)arison

5etween #arious 'rades of concrete 6 thickness o)tions and the rates

considered are as )er 7I& for 7um5ai re'ion as a relati#e factor

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1. Executive Summary

onsiderin' the hea#% truck tra8c comin' into the )remises, Renaissance

Industrial Park, Bhiwandi, it was alread% decided that Ri'id Pa#ement %)e to

5e )ro#ided for the entire roadwa% network inside the industrial )ark (

com)arison re)ort 9Ri'id Pa#ement om)arison, su5mitted to the client on

13th &ecem5er 2010: e#aluatin' #arious t%)es of ri'id )a#ements and a

decision was 'i#en that Ri'id Pa#ement with &owel Bars to 5e used for this

)ro;ect o


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(lso heat of the h%dration will 5e less for 73+ as com)ared to other hi'her

'rades of concrete hat would reduce the surface cracks and would )ro#ide a

sustaina5le solution in lon' run

rans#erse cross slo)es are )ro#ided at 2 to take care of roadwa% water

draina'e It is )ro#ided on the hi'her side as there are no lon'itudinal slo)es

in certain )ortions of the roadwa% network and remainin' lon'itudinal slo)es

are also relati#el% 'entle, in addition to hea#% rainfall conditions

2. Design Aspects

Collowin' desi'n as)ects are considered while selectin' and


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In ri'id )a#ements, structure deFects #er%little under loadin' due to the hi'h

modulus of elasticity of their surface

course Because of its relati#e ri'idit%, the)a#ement structure distri5utes loads o#era wide area with onl% one, or at most two,structural la%ers his also demands for a'ood com)action of su5 'rade for there>uired BR #aluePerformance of the ri'id )a#ement would5e 'o#erned 5% material )ro)erties,thickness of )a#ement and im)ortantl% construction )ractices and >ualit%control throu'hout the )rocess

3. Assumptions

&esi'n as )er IR +G2002, IR 1+G 2002 6 I$ *+.

$ite Location 7um5ai, 7aharashtra

&esi'n Life 20 Hears

4rade of concrete 73+

("le Load /0 R ra8c Intensit% .0 P&

(nnual Rate of ra8c 4rowth 00/+

&esi'n Dheel Load 20 k'

&esi'n ire )ressure +2/3 k'Ecm2

BR #alue 20

7in su5'rade modulus J'Ecm2Ecm

!lastic 7odulus of concrete 9!: 3 " 10+ k'Ecm2

hermal oe8cient of concrete - 10 " 10-. )er de'ree

PoissonKs Ratio 01+

$u5-'rade t%)e - DB7

Load safet% factor 12

ontraction ;oints are )ro#ided 5oth in trans#erse and lon'itudinal direction

rans#erse ;oint s)acin' is selected such that tem)erature and moisture

stresses do not )roduce intermediate crackin' 5etween ;oints

Contraction oint Direction Spacing !m"

5

http://training.ce.washington.edu/wsdot/Modules/04_design_parameters/04-2_body.htm#elastic_modulushttp://training.ce.washington.edu/wsdot/Modules/04_design_parameters/04-2_body.htm#elastic_modulus


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Transverse Direction 3+

#ongitu$inal Direction 3/+

&owel 5ars are t%)icall% used at trans#erse ;oints to assist in load transfer ie

5ars are t%)icall% used at lon'itudinal ;oints to tie ad;acent sla5s

%ar

Type

%ar Diameter

!mm"

%ar Spacing

!mm"&emar's

Do(el

%ar32 2+0

Pro#ided in lon'itudinal

directionTie %ar 1. 33 Pro#ided in trans#erse direction

). Tec*nical Comparison

Concrete +ra$e

ConcreteSlab

T*ic'ness!mm"

Do(el %ar Tie %ar

Dia.!mm"

Spacing!mm"

#engt*!mm"

Dia.!mm"

Spacing!mm"

#engt*!mm"

,3- 20 32 200 .00 1. 1000 +0

M35 250 32 250 600 16 1000 850

,)- 2*0 32 300 .00 1. 1000 +0

,) 230 32 300 .00 1. 1000 +0

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. Commercial Comparison

P/ASE0SE CST C,A&S 4 &ADS

P*ase

Concrete +ra$es

,3- ,3 ,)- ,)

P*ase 20+/ 1* 1/1 1*

P*ase 1120 100/ 101 102.

P*ase 1 0 01 0/

P*ase 5 11+3 103. 10* 10+.

t*er &oa$s 30 3*. 3+3 3+.3

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Total Cost !Cr." 62.12 72.86 73.87 7).38

9. Conclusion

Pro;ect Road Network has a5out 20 Jm of len'th ha#in' dierent widths

ran'in' from 10 m to 3/ m ie from 2 lanes to Lanes Jee)in' in mind cost

of the #arious o)tions, o)tion with Mointed Plain oncrete Pa#ement of

concrete 4rade 73+ 6 )a#ement thickness 2+0 mm is recommended he

said desi'n works )ro#ided the necessar% com)action of su5 'rade and BR

#alues are achi#ed

8


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Annexure A:

&oa$ Area Calculations

Area Statement

P*ase &oa$0i$t*!m"

#engt*!m"

Area!S;.m"

P*ase R2 21 /* 13.1R3 21 /0 1.3//

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L1 10 +31 +31

Loadin' 1/ 3+.3 .0+.+

89 1--961

P*ase

R+ 21 .220 130.1

R. 1/2+ 2/01 *.+

R/ 1/2+ 2/01 *.+

R 1/2+ +3 2+

R 1/2+ +3 2+

R10 1/2+ *3* /+0

R11 1/2+ 3.*2 .23

3-)3.) )731

P*ase

L2 1/2+ +.12 .1

R1 1/2+ +.12 .1

R1 1/2+ +.12 .1

R20 1/2+ +.12 .1

R21 21 *.+2+ //0

281-.- )7)63

P*ase 5

R12 1/2+ 2/*2 */30

R13 1/2+ +0+3 /1.

R1* 1/2+ +3*1 21+

R1+ 1/2+ +.12 .1

R1. 1/2+ +.12 .1

R21 21 .+* 1*3+

3121.9 9)18

t*er&oa$s

R1 3/ 1*1* ++11

R* 2+ +3 1++

R1/ 1/2+ +.12 .1

!1 2+ 120+3 3++++

!2 2+ 12*0 3.*.

!3 2+ 12.2. 3/2*/

93-7.3 16-)-

Total 2-636 )-739

Annexure %:

Costing of ointe$ Plain Concrete Pavement for various gra$es of

concrete

Plain ointe$ Cement Concrete +ra$e ,3-

Concrete!Cu.m"

0%,!Cu.m"

Do(el!,T"

Tie !,T"Total

&ate !pers;.m"


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&ate +300 1000 *2000 *2000

Total &ate &s. /1.203 101*313 ..00000 .300000

Area of roa$ *+03. *+03. *+03. *+03.

&ate per S;.m 1+0 22+0 21* 1* 20*3

())ro"imate cost of this o)tion would 5e Rs 220 rores

Plain ointe$ Cement Concrete +ra$e ,3

Concrete!Cu.m"

0%,!Cu.m" Do(el !,T" Tie !,T"

Total&ate!per

s;.m"


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Area of roa$ *+03. *+03. *+03. *+03.

&ate per S;.m 1*/+ 22+0 1** 1* 1+

())ro"imate cost of this o)tion would 5e Rs 30 rores

Plain ointe$ Cement Concrete +ra$e ,)

Concrete!Cu.m"

0%,!Cu.m"

Do(el !,T" Tie !,T"

Total&ate!per

s;.m"


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