project report on lcd and led display.docx

8/16/2019 project report on lcd and led display.docx

1/17

DETAILED PROJECT REPORT –MHOW MANDLESHWER

GHAT SECTION (SH-1)

&

A Observational Training Report Submitted to

Rajiv Gandhi Proudyogiki Vishwavidyalaya, hopal

!n partial "ul#llment o" degree o"

BACHELOR OF ENGINEERING

IN

CIVIL ENGINEERING

By- SHUBHAM GEETE (08!CE110"#)

DEPERTMENT OF CIVIL ENGINEERING


2/17

A$%'* I+*,,,. O/ T.$+y A+2

R.*.3%$4 I+2%.

C+,.+,

1. Project Description

2. Flexible Pavement

3. Embankment & Tests of preparation for Embankment

4. Sub grade & Tests of preparation for sub grade

. !.S.". #!ranular sub base$ & Tests for preparation of

!.S.".

%. .'.'. #et mix 'acadum$ & Tests for preparation of

.'.'.

(. D.".'. #Dense "itumen 'acudum$ & Tests for preparation

of D.".'.

). ".*. #"itumen *arpet$


3/17

P%5.$,

D.*$%',+Rau - Mhow - Jamghat - Mandleshwar road is a segment of Old NH-3 and SH-1

situated at western part of Madhya Pradesh State having Proe!t length of "#$#%

&ms$ 'ut the a!tual length of the proe!t is redu!ed to ("$))* &ms$ due to the

introdu!tion of +awli Palasia ,ypass and Medh ,ypass$

LOCATION OF THE PROJECT ROAD

he starting point of the proe!t is at e.isting /m$ 1#$"0% of old NH-3 near Rau with

new NH-3 un!tion$ he proe!t road passes through two distri!t of Madhya Pradesh

namely ndore and &hargone$ he end point of proe!t road is at e.isting /m$ %$%%%

at Mandleshwar town with three arm un!tion on SH-30$ he e.isting length of proe!t

road is "#$#% /m as per agreement whi!h is redu!ed to ("$))* /m$ as stated a,ove$

TERRAIN CLASSIFICATION

he Proe!t highway road alignment traverses through Plain errain2 Hilly errain

appro.imate 11 /ms$ Reserve 4orest 5h$ 6)7("% to #17("% in ndore 8istri!t 1(

/ms$ from 5h$ #17("% to )%7("% in &hargone 8istri!t * &ms$

TOWN AND VILLAGES

he alignment passes through village Harniya &hedi2 Rasalpura2 &ishangan2 Mhow

5antonment 2 8ongargaon2 +awli Palasia2 'adgonda2 Mendh2 'adhtalai2 5hoti Jam2 9alpura2

5holi2 8hapla2 :angaon and Mandleshwar$

he strip plan en!losed showing the s!ope of wor/ i$e$ sele!ted stret!hes passing through

,uiltup area shall ,e widened to two lane with paved shoulder !arriageway in length )$3 /ms$

2 # laning !arriageway 1 /m$2 oll Pla;a 2 'us Shelter 2ru!/ 9ay 'ay 2 Maor


4/17

SALIENT FEATURES1$ Name of =or/ 8evelopment of Rau > Mhow > Mandleshwar Road on

'$O$$ 7 +rant 'asis from 5h$ %7%% to "#7#%%6$ ?stimated 5ost Rs$ 1"($%( 5rores

3$ 9ength of the Proe!t @s per agreement "#$#% /m2 Revised ("$)( /m

#$ Num,er of 9ane < 5arriageway ?.isting 5arriageway from 5h$ Start to ?nd is proposed to

,e widen to two lane undivided !arriageway width with

6$)m granular shoulder in rural and 1$)m wide paved

shoulder in 'uilt-up area$

)$ Maor 'ridge %1 No$

($ Minor 'ridge ARetainedB 16 Nos$"$ Minor 'ridge A=ideningB %# Nos$

0$ Minor 'ridge ANew <

Re!onstru!tionB

10 Nos$

*$ New 5onstru!tion < =idening

of Pipe 5ulverts

1%0

1%

$

New 5onstru!tion < =idening

of Sla,


5/17

Mandleshwar$

PROJECT FACILITIES

16 T P373

S.No. Location of Toll Plaza

(Design Chainage)

Homogeneous Section

(Design Chainage)

Length

(Km)

1 &m 3$%%% to &m #$%%% Rau > Mhow

A&m %$%% to &m 6%$)%B

6%$)%

6 &m (3$%%% to &m (#$%%% Mhow - Mandleshwar

A&m 6%$)% to &m "#$#%B

)3$*%

6 T%$ L3y-By.

S.No. Locations (Km) Side Remars

! "!.#$ %oth Near Toll Plaza

96 B* S.,.%

S.No. &'isting Chainage

(Km)

Proosed

Chainage (Km)

Side illage Name

1 1"$)% 6$"3 RHS Harniya &hedi

6 10$%) 3$6( RHS :i/rant nst$ Of e!h$

3 10$%) 3$#6 9HS :i/rant nst$ Of e!h$

# 6#$(% *$0% RHS Near @rmy 5ommando

@rea

) 6)$(% 1%$"6 RHS 8ongargaon :illage( 6($#) 11$() RHS 'alasia :illage

" 6($#) 11$() 9HS 'alasia :illage

0 6($"% 11$0% 9HS 'alasia :illage

* "$1% 6"$)) RHS 'adgonda :illage

1% 1#$1) (%$)) RHS Som/heda :illage

F.:;. P3


6/17

Pavement - Pavement is the a!tual travel surfa!e espe!ially made dura,le and

servi!ea,le to withstand the traffi! load !ommuting upon it$ Pavement grants fri!tion

for the vehi!les thus providing !omfort to the driver and transfers the traffi! load from

the upper surfa!e to the natural soil$

Fle!"le Pavement - hose pavements whi!h refle!t the deformation of su,grade and the su,seCuent layers to the surfa!e$ 4le.i,le2 usually asphalt2 is laid

with no reinfor!ement or with a spe!iali;ed fa,ri! reinfor!ement that permits limited

flow or repositioning of the road,ed underground !hanges$

he design of fle.i,le pavement is ,ased on load distri,uting !hara!teristi! of the

!omponent layers$ he ,la!/ top pavement in!luding water gravel ,ound ma!adam

fall in this !ategory$

4le.i,le pavement on the whole has low or negligi,le fle.i,le strength fle.i,le in theirstru!tural a!tionB$ he fle.i,le pavement layers transmit the verti!al or !ompressive

stresses to the lower layers ,y grain transfer through !onta!t points of granular

stru!ture$

he verti!al !ompressive stress is ma.imum on the pavement surfa!e dire!tly under

the wheel load and is eCual to !onta!t pressure under the wheels$ 8ue to the a,ility

to distri,ute the stress to large area in the shape of trun!ated !one the stresses get

de!reased in the lower layer$

@s su!h the fle.i,le pavement may ,e !onstru!ted in a num,er of layers and the top

layer has to ,e strongest as the highest !ompressive stresses$

o ,e sustained ,y this layer2 in addition to wear and tear2 the lower layer have

to ta/e up only lesser magnitude of stress as there is no dire!t wearing a!tion die to

traffi! loads2 therefore inferior material with lower !ast !an ,e used in the lower

layers$


7/17

$le%ible Pavement

A2


8/17

E=;3+=.+, 3+2 S;%32.

!. op of em,an/ment should ,e $."m to !.$m a,ove H49$

*. 'efore !onstru!tion of em,an/ment !learing and gru,,ing of soil surfa!e is done$

+. 9imits are mar/ed ,y fi.ing pegs on ,oth sides and drawing lime line$ hen earth

!olle!tion starts$,. t should ,e !he!/ed prior to 5 and + that )%% mm ,elow the top of em,an/ment

there should not ,e any e.pensive soil$ t is to ,e removed ,y digging ,efore

!onstru!tion of em,an/ment ASoil 4S E )%B$

#. he soil will ,e spread in layers not e.!eeding 6%% mm thi!/ness and with

pre!aution to maintain the !am,er from start of wor/ ,y motor grader$

". he water is spread evenly with a tan/er over it !al!ulating the amount of water

reCuired to maintain the OM5 A1F a,ove or 6 F ,elowB $han soil is mi.ed

thoroughly ,y ,lading2 dis!ing or harrowing for uniformity of moisture$ he

moisture is !he!/ed ,y moisture meter$-. @fter this stage !ompa!tion starts$ t should ,e done ,y 0% &N to 1%% &N

vi,ratory roller from sides to !entre so as to maintain the reCuired !am,er$ 9ayer

is thoroughly !ompa!ted until the reCuired density is a!hived$ 8ensity is !he!/ed

,y sand repla!ement method AS-6"6% Part-60B$

. ?a!h layer A6%%mmB of ?m,an/ment is 5ompa!ted to the desired density A*)F of

M88 for em,an/ment *"F for su,-gradeB and only than the ne.t layer over it is

laid$

/. he side slope of em,an/ement should ,e maintained as ,elow$

S.No. Descrition H0


9/17


10/17

")$% mm 1%% - -

)3$% mm - 1%% -

6($) mm ))-") )%-0% 1%%

*$)% mm

#$") mm 1%-3% 1)-3) 6)-#)

6$3( mm

%$#6) mm

$%") mm E1% E1% E1%

5'R :alue 3% 6) 6%

#. Ph;sical re=uirements0

he material shall have a 1% per !ent fines value of )% /N or more Afor sample in

soa/ed !onditionB$

he water a,sorption value of the !oarse aggregate shall ,e determined as per SG

630( APart 3BI if this value is should not ,e greater than 6 per!ent

". Strength of su:7:ase

t shall ,e ensured prior to a!tual e.e!ution that the material to ,e used in the su,>

,ase satisfies the reCuirements of 5'R and other physi!al reCuirements when

!ompa!ted and finished$ =hen dire!ted ,y the ?ngineer2 this shall ,e verified ,y

performing 5'R tests in the la,oratory as reCuired on spe!imens remolded at field

dry density and moisture !ontent and any other tests for the CualityK of materials2 as

may ,e ne!essary$

:alues for a,ove test should lie ,etweenG-

5'R tests -

8ry density -Moisture !ontent -

-. Construction 5erations

Sreading0 he su,-,ase material of grading spe!ified in the 5ontra!t shall ,e spread

on the prepared su, grade with the help of a motor grader of adeCuate !apa!ity2 its

,lade having hydrauli! !ontrols suita,le for initial adustment and for maintaining the

reCuired slope and grade during the operation$

Mi.ing shall ,e done me!hani!ally ,y the mi.-in-pla!e method$

Comacting0

4or a !ompa!ted single layer upto 66) mm the !ompa!tion shall ,e done with

the help of a vi,ratory roller of minimum 0% to 1%% /N stati! weight with plaindrum or pad foot-drum or heavy pneumati! tyred roller of minimum 6%% to 3%%

/N weight having a minimum tyre pressure of %$" MN


11/17

W., M: M3$32=

!. he thi!/ness of =MM varies from ")-6%% mm$

*. his wor/ shall !onsist of laying and !ompa!ting !lean2 !rushed2 graded

aggregate and granular material2 premi.ed with water2 to a dense mass on aprepared su,grade


12/17

Sreading of mi'0

• mmediately after mi.ing2 the aggregates shall ,e spread uniformly and evenly

upon the prepared su,grade

• f the thi!/ness of single !ompa!ted layer does not e.!eed 1%% mm2 smooth

wheel roller of 0% to 1%% /N weight may ,e used$

• 4or a !ompa!ted single layer upto 6%% mm2 the !ompa!tion shall ,e done with

the help of vi,ratory roller of minimum stati! weight of 0% to 1%% /N or

eCuivalent !apa!ity roller$

• he speed of the roller shall not e.!eed ) /m


13/17

D.+*. B,=.+ =3$323=

1$ 8ense 'ituminous Ma!adam !onsists of !onstru!tion of a single !ourse of )%

to 1%% mm thi!/ ,ase


14/17

he filler shall ,e free from organi! impurities and have a Plasti!ity nde. not greater

than #$ he Plasti!ity nde. reCuirement shall not apply if filter is !ement or lime$

=hen the !oarse aggregate is gravel2 6 per !ent ,y mass of total aggregate of

portland !ement or hydrated lime shall ,e added and the per!entage of fine

aggregate redu!ed a!!ordingly$

+. 2ggregate gradation0

211R&12T& 1R2D2T35N 45R D&NS& %3T683N56S 82C2D28

Sie9e Designation Percentage assing the sie9e :;


15/17

weight vi,ratory roller or with a pneumati! tyred roller of 1)%-6)% /N weight having a

tyre pressure of at least %$" MPa$

he finish rolling shall ,e done with (%-0% /N weight smooth wheeled tandem roller$

Rolling shall ,e !ontinued till the density a!hieved is at least *0 per !ent of that of

la,oratory Marshall spe!imen A!ompa!ted as defined in a,le )%%-1%B and all roller

mar/s are eliminated$Rolling operations shall ,e !ompleted in all respe!ts ,efore the temperature of the

mi. falls ,elow 1%%%5$

S/in pat!hing of an area that has ,een rolled will not ,e permitted$

". 5ening to Traffic0 raffi! may ,e allowed after !ompletion of the final rolling

when the mi. has !ooled down to the surrounding temperature$ he 8ense

'ituminous Ma!adam shall ,e provided with an appropriate wearing !ourse as

early as possi,le prior to regular opening to normal traffi! and


16/17

1$ his wor/ shall !onsist of !onstru!tion in a single layer2 ,ituminous !on!rete

Aasphalti! !on!reteB of thi!/ness 6)-1%% mm on previously prepared

,ituminous !ourse$

*. 8aterials

%itumen0 Same as that of 8'M is applied

Coarse aggregates0 Same as that of 8'M is appliedhe Stone Polishing :alue as measured ,y 'SG 016 APart 11#B shall not ,e less than

))$

he ma.imum value for the water a,sorption should ,e 1 per !ent$

4ine aggregates0 Same as that of 8'M is applied

4iller0 Same as that of 8'M is applied

+. 211R&12T&S 1R2D2T35N 45R %3T683N56S C5NCR&T&

3S Sie9e Designation Per cent assing the sie9e :;


17/17

". 5ening to Traffic0 raffi! may ,e allowed immediately after !ompletion of the

final rolling when the mi. has !ooled down to the surrounding temperature$

-. 8easurements for Pa;ment0 'ituminous !on!rete shall ,e measured as

finished wor/ in !u,i! metres or tonnes as provided in the 5ontra!t$

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