Ref. No: SUTPLlUDR-NH-8/1E/14/2163 Date: 21 st August

UR
Ref. No: SUTPLlUDR-NH-8/1E/14/2163
Date: 21 st August 2014
To,
~e Team Leader
MIs Aarvee Associates Architects Engineers & Consultants Pvt. Ltd.,
House No. 52, Jain Colony,
New Bhopalpura, Behind Mataji Temple,
Udaipur - 313001, Rajasathan
Kind Attention: Mr. M.C. Jacob
Project: Four Laning of Gomati Chauraha - Udaipur Section of NH-8 (from Km. 1771000 to
Km. 260/100) in the State of Rajasthan under NHDP Phase IV on Design, Built,
Finance, Operate and Transfer (Toll) basis.
Sub:
Submission of SSC Report for RE wall location of VUP @ Ch. 241+140
.Dear Sir
With reference to the above subject, we are submitting herewith the SBC Report for RE
wall location of VUP @ Ch. 241+140 as conducted by approved third party test laboratory
Mis Rahul Engineering Laboratory, Udaipur for your kind information and record please.
Thanking you,
Encl.: as above
Copy to:
1.
2.
3.
4.
5.
6.
The Project Director, NHAI, Udaipur (without enclosure).
Shri P.K. Dosi, Director, HO.
GM(QA/QC)
PM (S) - Camp-1
Manager (QA/QC)
Office File
a
TODAY FOR TOMORROW
Regd Office: "Sadbhav House", Opp. Law Garden Police Chowki,
Ellisbridge, Ahmedabad-380006.
T: +91 79 26463384 F : +91 79 26400210 E : [email protected]
Correspondence Address: Shreenathji-Udaipur Toll-Way (P) Ltd. Site Office: Village - Negadia, N.H.-8,
K.M. 237, Teh. Nathdwara,
Distt. Rajsamand (Rajasthan) Pin-313202
Mob.. +91 8003092821 (Office)
J~nlJJ~l.Lll~1!,in~Q[~Lkn!2J~n!l(!JY
ibrFOlIl Laning ofGomti (~haurah[l"Udaipur Section oI'NI.t·1\ (From Km IT//OOO 10 260/JOO
ell 1\10. ')"111140·Bolh flide
i'lo•.~ Iml
I)j,I(~w 21.07.14
G~o ..technk:Hllnv0n!ignlion
10
RF~POl{,Il
ON
7
Page 1 01'7
GCIHcchnicnl Inverltisatioll IbrFour Lll0111g or (Iom!i Challli!ha~Udllipur Section of N lI"n (From Kill 1'1'''000 to 260/1 00 III Raj. CU. No. 2'1l+l/1O-Both side
No. -IUi.:L- 140124-1, Ollte- 21.07.14 .14
3.
Lab. ,.lob No.
of !{eeoipt
OB.(}"7.14
Four Laning of Gomti Chauraha-Udaipur Section of Nh·,S
(From Km 1T7IOOO
260/100 In r~aj.)
5.
i.0M.
(I.
by
7.
8.
o
j
D~Jte
Dato
of Te~ting
Reporting
12.07.14 to 18.0"1.14
21.07.14
20f7
on dated
07.14
(kl;·(,'dlllicnil
fill'
FOil I' Lnning ofGomli Clwn\Hha·! Jduipm' S\)dlon ofNII··g (liromKm I Tl/OOO \o260/l00
IlltlO·Hnih nhk
No,,, HUt;Hri
I)llh" '.1.07.l4
per tho requirOlYlont of
(0)
'14.
wall. The
as per
of C &
Tile
6403. 'The
pits aro as under
'nlis trial pit was excavated up to tile depth of 1.0M from OGL Up to the entire
aro silly,
soil.
was collected frorn a depth
Dopth 1.0M,
1+1
Nato
~fiold
side
Dry density & Field Moisture test results were
:5
7
dt~pttl
1.0 from OGL
of
,<,
ILl
C)
.;::~
c:)
(,,)
-~.')
t«
r«
F!
~
(:)
(i)
('\I
l-
'-1-<
IY)
0
«::1'
I
iD
0'
O~
{L,'
(:j
r;.1
tJ
0)
(/)
...J
n..
n.:
z
C)
Ll
0
('l
r, __ ,
0
bJl
(:l.,
0
'rl
c«)
Q)
N
Sec!ion or.Nt (.~g
1'111... nULl" Mo,tM,!.,
(icn-!q:llllicnl
fbI' FOlll"
en No. //11 ! !,Hlnnil! 'lide
In
foundation in em. in 1<:9f fem
CorrcdioH filclor
4l
2
location
water table. An9!e of Shearing rf)sistance of soil in degrees.
Y ;:::; Bulk unit weinht
foundation
O.OOkgfcm2
offoundHtion..
90.0 ern
Effective vvidUl of footing ;::: 100 em
19
kwol surrounding
Page 5 of?
footing.
·
'
Gco",tcdmical Inv0.nUgntio!l for FOllrLnlling orOollH j Chaurn\)lI-tldnipnf S(;I:.lio!l or N!l·,g (From Kill 1771000 io 260/100
1'·10. Jill! IljOBnlh :1ido
f'hl," HK[.r • .1~'41,4~1
2.1.07.14
!Il
'1 n
1 +- 0." DtIEh/N
".140forCl) >10
tal«~n
& IV
load to tho vertical in degrees is Zero.
Nov\{ puttinq
values in tho n",,,,,,,, equation
Page 6 of7
as 1
inclination of the
Ckn,lrdmiG111
In
for Fom 1 ,(lniIW of GOlllti Ch;mmlm
i3cdioH
or Nil,,!! (From ,Km
"'.M""'"
N\~ ...· HKRr
I Tl/oOOto 260/100
~'a!A> 2UI7,1.4
Jor
40-both
collected
proctor and
provided by tho cli()nL
.",,,or~~,
on the field density and
were romoulded in the ficl:ld condition
IS; 2720 Pt-1
is calculated
IS:()403 ~mcl results are £Jivon in table no.-2 above. The
this point is as
is
H' \I\Ia1:ol'
of
shall
reported
in
6403 and National Bui\dinfl code of India)
recommendations are based on the basis of trial pit & laboratory
pit If
founclntion cliffeI' from
shoulcl be
for the
conditions during excavation for tfle
obsorvations reported here,' the design experts/consultants
for suggestion and further Investigations.
Approvod by
(M.P. "lain)
Dy.
~\~.
7 of?
(Lalit Paneri)
Q.M.

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