Copy of Bridges-2 -1.Doc

7/24/2019 Copy of Bridges-2 -1.Doc

1/99

Depth LL PI Gravel Sand Fines RQD UCAASHTO

m % % % % % %

111 Core 4.7 -- -- -- -- -- > 80

123 Core 6.1 -- -- -- -- -- > 80

123 Core 6.1 -- -- -- -- -- > 80

132 Soil 6.1 75333 Core 7.5 -- -- -- -- -- > 75

334 Core 9.1 -- -- -- -- -- > 85

341 Core 6.0 -- -- -- -- -- > 75

342 Core 7.5 -- -- -- -- -- > 75

343 Core 9.0 -- -- -- -- -- > 75

351 Core 6.0 -- -- -- -- -- > 75

352 Core 7.5 > 75

353 Core 9.5 -- -- -- -- -- > 75

SampleID

SampleType


2/99

364 Core 9.0 > 80

365 Core 10.5 -- -- -- -- -- > 80

372 Core 10.6 -- -- -- -- -- > 70

373 Core 12.2 -- -- -- -- -- > 80


3/99

Desripti!n

Stone and ra!el "ra#ent$

%ra!el and $and #i&t're$

Silt( ra!el and $and




Cla(e( $oil




4/99


5/99

Test " #rid$e " #H " Sample " Depth m& LL PI Gravel Sand

1 2 4 3 48 16.5

2 2 4 2 1.5-4.5 41.8 14.2

3 1 4 2 7.6 NP NP

7 1 4 1) 2) 3 61 37

4 1 4 1 6.1 NP NP

15 2 2 2 * 3 1.5-4.74 50.8 19.1

17 2 2 2 * 3 4.57 43 10

9 3 2 3 9.1 26 33

11 3 2 3 9.1 NP NP10 3 2 2 7.6 18 18

12 3 2 2 7.6 NP NP

16 2 6 4 7.6 70.5 41.6

5 1 3 2 6.1 NP NP

6 2 1) 2) 3 18

8 2 3 4) 5 6.1-7.6 NP NP


6/99

Silt'Clay ()C AASHTO C!mments

2 +++++ &&

47

41 21,

65 17.5,

25 )issin$ #H "* depth


7/99

SU))AR+ OF LA#ORATOR+ T,ST R,PORTT,ST (O-.

#RIDG, (O/ 2 )AT,RIAL D,ISCRI#TIO(/

SPLIT SPOO(/ - DAT, SA)PL, /

D,PTH / - DAT, T,ST,D/

#OR, HOL, (O/ 4 SA)PL, (O-/

LIQUID LI)IT/ 48.0

PLASTIC LI)IT/ 31.5

PLASTICIT+ I(D,0 .1-2

T,ST (O- 3


SPLIT SPOO(/ C/ 45.8, DAT, SA)PL, /

D,PTH / 1.5# - 4.5# DAT, T,ST,D/

#OR, HOL, (O/ 4 SA)PL, (O-/

LIQUID LI)IT/ 41.8

PLASTIC LI)IT/ 27.6

PLASTICIT+ I(D,0 .4-3

T,ST (O- 5



D,PTH / 7.6# DAT, T,ST,D/

#OR, HOL, (O/ 4 SA)PL, (O/


8/99

LIQUID LI)IT/ -

PLASTIC LI)IT/ -

PLASTICIT+ I(D,0 (O(6PLASTIC

T,ST (O- 4




#OR, HOL, (O/ 4 SA)PL, (O/

LIQUID LI)IT/ -

PLASTIC LI)IT/ -


T,ST (O- 2




#OR, HOL, (O/ 3 SAP N/

LIQUID LI)IT/ -

PLASTIC LI)IT/ -



9/99

T,ST (O- 1


SPLIT SPOO(/ - DAT, SA)PL, /

D,PTH / - DAT, T,ST,D/

#OR, HOL, (O/ - SAP N/

S7mmary !8 seive analysis

Sieve Si9emm& 5:-2 20 10.0 5

Perenta$e Passin$ .;; 92


10/99

T,ST (O- / R.$./."


25/99

BRIDGE NO'1 , BULKED SOIL SAMPLES 1,2 & 3(1377-2), BOR

!"$% N!' SDPHWO2

L!%*!"

S%+. D./$**!" REDDISH GRAVEL MATERIAL

I"**% 0'.!$. 0%/*"4 (4) 767

D$5 0'%.$ 0%/*"4 (4) 755

/*.6. /*. %$*% P.$."%4. P.$"."%4.

S%"8%$8 R.%*".8 R.%*".8 P%//*"4

++' 4 9 9

37':; 0 0.0 100.0

2;';; 41 5.4 94.6

1;';; 51 6.7 88.0

:';; 150 19.6 68.3

2';; 226 29.6 38.7

;'


26/99

R,)AR@S/

./.8 .=.8 & V.$*

!"$%!$>/ ."**%" !"$%!$>/ R.$./."


27/99

BRIDGE NO'3 , BH 2, SAMPLE 3, DEP

!"$% N!' SDPHWO2

L!%*!"

S%+. D./$**!" WHITISH GREY WEATHERED ROCK

I"**% 0'.!$. 0%/*"4 (4) 595.53

D$5 0'%.$ 0%/*"4 (4) 492

/*.6. /*. %$*% P.$."%4. P.$"."%4.

S%"8%$8 R.%*".8 R.%*".8 P%//*"4

++' 4 9 9

37':; 0 0.0 100.0

2;';; 28 3.7 96.3

1;';; 23 3.0 93.3

:';; 48 6.3 87.0

2';; 96 12.6 74.5

;'


28/99

R,)AR@S/

./.8 .=.8 & V.$*

!"$%!$>/ ."**%" !"$%!$>/ R.$./."


29/99

BRIDGE NO'3 , BH 2, SAMPLE 2, DEP

!"$% N!' SDPHWO2

L!%*!"


I"**% 0'.!$. 0%/*"4 (4) 331.25

D$5 0'%.$ 0%/*"4 (4) 282

/*.6. /*. %$*% P.$."%4. P.$"."%4.

S%"8%$8 R.%*".8 R.%*".8 P%//*"4

++' 4 9 9

37':; 0 0.0 100.0

2;';; 23 3.0 97.0

1;';; 44 5.8 91.2

:';; 27 3.5 87.7

2';; 41 5.4 82.3

;'


30/99

R,)AR@S/

./.8 .=.8 & V.$*

!"$%!$>/ ."**%" !"$%!$>/ R.$./."


31/99

B$*84. N!'2 , BH 2, B=.8 S%+. 2&3, D

!"$% N!' SDPHWO2

L!%*!"

S%+. D./$**!" Redd!" L#$e%%& G#%'e( M#$e%#(

I"**% 0'.!$. 0%/*"4 (4) 501.00

D$5 0'%.$ 0%/*"4 (4) 424

/*.6. /*. %$*% P.$."%4. P.$"."%4.

S%"8%$8 R.%*".8 R.%*".8 P%//*"4

++' 4 9 9

37':; 0 0.0 100.0

2;';; 10 1.3 98.7

1;';; 100 13.1 85.6

:';; 107 14.0 71.6

2';; 109 14.3 57.3

;'


32/99

R,)AR@S/

./.8 .=.8 & V.$*

!"$%!$>/ ."**%" !"$%!$>/ R.$./."


33/99

,2 & 3(1377-2) WASHED GRADING

./' R.' N!'

S%+. D%.

./*"4 D%. 10)10)2015

M!*/$. !"."(9) 0.9

I"**% 8$5 0.*4 (4) 932

P%//*"4G!6.$"*"4

S.**%*!" P%//*"4

9

100

92

83

65

43

26

25

0

@arl!en t!


34/99

*.8 A$!6.8

%*6. E"4*"..$>/ M%.$*%/ E"4*"..$


35/99

E HOLE #< WASHED GRADING

./' R.' N!'

S%+. D%.

./*"4 D%. 10)10)2015

M!*/$. !"."(9) 0.4

I"**% 8$5 0.*4 (4) 764

P%//*"4G!6.$"*"4

S.**%*!" P%//*"4

9

100

95

88

68

39

6

2

0

@arl!en t!


36/99

*.8 A$!6.8

%*6. E"4*"..$>/ M%.$*%/ E"4*"..$


37/99

H ?'1+

./' R.' N!'

S%+. D%. 9)9)2015

./*"4 D%. 10)19)2015

N%$% M!*/$. !"(9) 21.0

I"**% 8$5 0.*4 (4) 492

P%//*"4G!6.$"*"4

S.**%*!" P%//*"4

9

100

96

93

87

74

59

41

36

@arl!en t!


38/99

*.8 A$!6.8

%*6. E"4*"..$>/ M%.$*%/ E"4*"..$


39/99

H 7'@+

./' R.' N!'

S%+. D%. 9)9)2015

./*"4 D%. 10)19)2015

N%$% M!*/$. !"(9) 17.5

I"**% 8$5 0.*4 (4) 282

P%//*"4G!6.$"*"4

S.**%*!" P%//*"4

9

100

97

91

88

82

76

65

63

@arl!en t!


40/99

*.8 A$!6.8

%*6. E"4*"..$>/ M%.$*%/ E"4*"..$


41/99

.


42/99

*.8 A$!6.8

%*6. E"4*"..$>/ M%.$*%/ E"4*"..$


43/99

DETERMINING THE LIQUID LIMIT & PLASTICITY IN

contract No.

ty! o" #at!r$a% REDDISH GRAVEL

Source of Sample: BH4 SAMPLE N! "

P$t No.

LIQ

Conta$n!r n'#(!r #" #$

N'#(!r o" (%o)* 4% "%

+t.o" Conta$n!r ,+!t *o$% -/ 4"!#& 4%!4'

+t.o" Conta$n!r ,Dry *o$% -/ 4&!"( 4'!"'

+t.o" )at!r -/ #!)' 4!'&

+t.o" Conta$n!r )!$0t -/ "4!"& "#!$&

+t.o" Dry *o$% -/ $!&( )!*'

Mo$*t'r! cont!nt -1/ 4$!'4 4*!&*

A2!ra! - 1/ + +

SIE3E ANALYSIS

S$!2! *$4! +t5Rt 1Pa** Mo'%6 n'#(!r

No.78 9.88 ## + + In$t$a% %!nt0 L8-

No.:8 8.:9; ## + + O2!na

)I(ISTR+ OF PU#LIC >

FISH TO>( 6 HARP,R ROAPavin$ !8 Harper 6 @arl!en 2;m& and )

Fish T!Bn


44/99

P%a*t$c L$#$t "'!%

L$'$6 L$#$t 4)!& A2!ra! 1

P%a*t$c$ty In6!B '$!%

Gro' In6!B

So$% C%a**$"$cat$on

Remark :

T!*t!6 C0!c>!6 & 3!r$"$!6

Contractor* T!c0n$c$an Contractor* R!r!

-1/


45/99

DEX &LINEAR SHRINKAGE OF SOILS

T!*t R!".No BRIDGE N! #

Dat! *a#%!6 (,(,#&'%

Dat! t!*t!6 '&,'&,#&'%

UID LIMIT PLASTIC LIMIT

'& #' #) ##

#& '4

4)!'( %*!)' 4'!#* 4'!""

4"!#4 4(!*' "(!%# "(!$"

4!(% )!'& '!*% '!*&

""!&& ""!#& ""!(& "4!"&

'&!#4 '$!%' %!$# %!""

4)!"4 4(!&$ "'!'4 "'!)(

+ + "'!%

LINEAR SHRINKAGE

+ +

#/ + +

0 LD-##/ + +

+ +?LS@788-7


46/99

+ +

C0!c>!6 & 3!r$"$!6

!ntat$2! En$n!!r* r!r!*!ntat$2!

flow curveflow curve


47/99


contract No. SPLIT SPOON RECO3ERY :;.1

ty! o" #at!r$a% REDDISH CLAY GRAVEL

Source of Sample: BH4 DEPTH '!%M - 4!%M

P$t No. BH N! 4

LIQ

Conta$n!r n'#(!r ( #

N'#(!r o" (%o)* ") #*

+t.o" Conta$n!r ,+!t *o$% -/ 4"!(% 4(!&$+t.o" Conta$n!r ,Dry *o$% -/ 4&!*' 44!$)

+t.o" )at!r -/ "!#4 4!")

+t.o" Conta$n!r )!$0t -/ "#!$" "4!&(

+t.o" Dry *o$% -/ )!&) '&!%(

Mo$*t'r! cont!nt -1/ 4&!'& 4'!"$

A2!ra! - 1/ + +

SIE3E ANALYSIS

S$!2! *$4! +t5Rt 1Pa** Mo'%6 n'#(!r

No.78 9.88 ## + + In$t$a% %!nt0 L8-

No.:8 8.:9; ## + + O2!na-1/

)I(ISTR+ OF PU#LIC >


Fish T!Bn


Fish T!Bn


48/99

P%a*t$c$ty In6!B '4!#

Gro' In6!B

So$% C%a**$"$cat$on

Remark :

T!*t!6 C0!c>!6 & 3!r$"$!6



49/99



Dat! *a#%!6 (,(,#&'%

Dat! t!*t!6 '&,'&,#&'%


'4 '% "% '(

'* ''

%4!&& $"!)% 4'!$% 4'!$"

4*!*4 %"!(( "(!*# "(!4'

$!#$ (!)$ '!(" #!##

""!&) "'!"# "#!** "'!"'

'4!$$ ##!$* $!(% )!'&

4#!*& 4"!4( #*!** #*!4'

+ + #*!$

LINEAR SHRINKAGE

+ +

#/ + +

0 LD-##/ + +

+ +?LS@788-7


50/99

C0!c>!6 & 3!r$"$!6


flow curveflow curveflow curveflow curve


51/99


contract No. *a#%! no. =

ty! o" #at!r$a% .ro/0 .ra1el ma2er3al

Source of Sample: ore5ole 0o: '! 6ep25 '!'m-"!%m

P$t No.

LIQ

Conta$n!r n'#(!r ) %

N'#(!r o" (%o)* #) '(

+t.o" Conta$n!r ,+!t *o$% -/ %#!#4 $&!4*+t.o" Conta$n!r ,Dry *o$% -/ 4%!** %'!("

+t.o" )at!r -/ $!4* )!%4

+t.o" Conta$n!r )!$0t -/ ""!4$ "%!)(

+t.o" Dry *o$% -/ '#!"' '$!&4

Mo$*t'r! cont!nt -1/ %#!%$ %"!#4

A2!ra! - 1/ + +

SIE3E ANALYSIS

S$!2! *$4! +t5Rt 1Pa** Mo'%6 n'#(!r

No.78 9.88 ## + + In$t$a% %!nt0 L8-

No.:8 8.:9; ## + + O2!n


52/99

P%a*t$c$ty In6!B ')!'

Gro' In6!B

So$% C%a**$"$cat$on

Remark :

T!*t!6 C0!c>!6 & 3!r$"$!6



53/99



Dat! *a#%!6 (,(,#&'%

Dat! t!*t!6 '&,'4,#&'%


#" "% '( #'

'" '&

$"!&$ *&!4& 4'!(4 4'!$#

%#!(% %*!&' "(!## "(!4%

'&!'' '"!"( #!*# #!'*

"4!"' "#!*$ "'!"" ""!##

')!$4 #4!#% *!)( $!#"

%4!#4 %%!## "4!4* "4!)"

+ + "4!*

LINEAR SHRINKAGE

+ +

#/ + +

0 LD-##/ + +

+ +?LS@788-7


54/99

C0!c>!6 & 3!r$"$!6




55/99

28 19 13 10

0 52.6 53.2 54.2 55.2

25 25 25 25 25


56/99


57/99

#H (!- L!ati!n#earin$ Stra

Layer " Sample " Depth m&

1 1 2 1.5

2 3 3

3 8 12

4 4 7.5

2 1 Nort= ab't#ent N oner 7 7 9.0-10.5

2 Nort= ab't#ent N: oner 7 4 6.0-7.5

3 6 5 7.5-9.0

4 So't= ab't#ent S orner 7 9

5 7 9

6 7 9

3 1 9

2 So't= ab't#ent S orner 6 10.6

3 3 6

4 Center o" bride e$t $ide 2 6

5 Center o" bride ea$t $ide 2 6

6 Nort= ab't#ent N oner 6 9

7 Nort= ab't#ent N: oner 4 9

#rid$e(!-

So't= ab't#ent S:

orner

10# $o't= o" $o't=ab't#ent on enterline

20# $o't= o" $o't=ab't#ent on enterline

20# $o't= o" $o't=ab't#ent? enterline

So't= ab't#ent S:orner


58/99

7mRemars

Desripti!n

Sli=tl( eat=eredro@

Sli=tl( eat=ered

ro@oderatel( eat=eredro@

oderatel( eat=eredro@

Silt( la( it=$and$tone

Silt( la( it=$and$tone

edi'# to oar$e

$and

Sli=tl( eat=eredro@





Sli=tl( eat=eredro@



59/99


contract No. *a#%!

ty! o" #at!r$a% re66375 .ra1el ma2er3al

Source of Sample: ore5ole 0o! "

P$t No. 7pl32 7poo0 reco1er8 %%9 6ep25: *!$m

LIQ

Conta$n!r n'#(!r ') ##

N'#(!r o" (%o)* ") ##

+t.o" Conta$n!r ,+!t *o$% -/ 44!%" %*!4"+t.o" Conta$n!r ,Dry *o$% -/ 4&!*4 4(!4&

+t.o" )at!r -/ "!*( )!&"

+t.o" Conta$n!r )!$0t -/ ""!%$ "4!"#

+t.o" Dry *o$% -/ *!') '%!&)

Mo$*t'r! cont!nt -1/ %#!*( %"!#%

A2!ra! - 1/ + +

SIE3E ANALYSIS

S$!2! *$4! +t5Rt 1Pa** Mo'%6 n'#(!r

No.78 9.88 ## + + In$t$a% %!nt0 L8-

No.:8 8.:9; ## + + O2!n


60/99

P%a*t$c$ty In6!B '(!(

Gro' In6!B

So$% C%a**$"$cat$on

Remark :

T!*t!6 C0!c>!6 & 3!r$"$!6



61/99


T!*t R!".No BRIDGE N! '

Dat! *a#%!6 (,#',#&'%

Dat! t!*t!6 '&,'4,#&'%


'% '& "& '&

'% '&

$*!4& )&!*& 4'!%% 4'!4)

%%!%) $"!4# "(!4$ "(!"%

''!)# '*!#) #!&( #!'"

""!)# "#!&* ""!"& "#!(%

#'!*$ "'!"% $!'$ $!4&

%4!"# %%!'# ""!(" ""!#)

+ + ""!$

LINEAR SHRINKAGE

+ +

#/ + +

0 LD-##/ + +

+ +?LS@788-7


62/99

C0!c>!6 & 3!r$"$!6




63/99


contract No. *a#%! 7

ty! o" #at!r$a% 73l28 re6 cla8 ma2er3al

Source of Sample: ore5ole 0o! '

P$t No. 6ep25: "!%m - '&!$*m

LIQ

Conta$n!r n'#(!r 4' 4#

N'#(!r o" (%o)* "% #'

+t.o" Conta$n!r ,+!t *o$% -/ ")!)% 4(!*'+t.o" Conta$n!r ,Dry *o$% -/ "$!#4 44!4$

+t.o" )at!r -/ #!$' %!#%

+t.o" Conta$n!r )!$0t -/ "&!$% ""!4)

+t.o" Dry *o$% -/ %!%( '&!()

Mo$*t'r! cont!nt -1/ 4$!$( 4*!)'

A2!ra! - 1/ + +

SIE3E ANALYSIS

S$!2! *$4! +t5Rt 1Pa** Mo'%6 n'#(!r

No.78 9.88 ## + + In$t$a% %!nt0 L8-

No.:8 8.:9; ## + + O2!n


64/99

P%a*t$c$ty In6!B ''!"

Gro' In6!B

So$% C%a**$"$cat$on

Remark :

T!*t!6 C0!c>!6 & 3!r$"$!6



65/99



Dat! *a#%!6 (,(,#&'%

Dat! t!*t!6 '&,'4,#&'%


4) " ## 4%

'* '#

%*!$' $'!"* 4'!$( 4'!%4

4(!*$ %'!$* "(!*" "(!$)

*!)% (!*& '!($ '!)$

""!%" "#!&( "4!"" "4!$'

'$!#" '(!%) %!4& %!&*

4)!"* 4(!%4 "$!"& "$!$(

+ + "$!%

LINEAR SHRINKAGE

+ +

#/ + +

0 LD-##/ + +

+ +?LS@788-7


66/99

C0!c>!6 & 3!r$"$!6




67/99


contract No. Sa#%! No. 9 < ('%>!6

ty! o" #at!r$a%

Source of Sample: BH #

P$t No. Spl32 Spoo0 Reco1er8 *%9 Dep25 '!%-4!%*m

LIQ

Conta$n!r n'#(!r ) 4'

N'#(!r o" (%o)* '( #4

+t.o" Conta$n!r ,+!t *o$% -/ %4!%# 4(!('

+t.o" Conta$n!r ,Dry *o$% -/ %&!4' 4$!&"

+t.o" )at!r -/ 4!'' "!))

+t.o" Conta$n!r )!$0t -/ "4!$% "&!%"

+t.o" Dry *o$% -/ '%!*$ '%!%&

Mo$*t'r! cont!nt -1/ #$!&) #%!&"

A2!ra! - 1/ + +

SIE3E ANALYSIS

S$!2! *$4! +t5Rt 1Pa** Mo'%6 n'#(!r

No.78 9.88 ## + + In$t$a% %!nt0 L8-

No.:8 8.:9; ## + + O2!n


Fish T!Bn


68/99

No.988 8.8=; ## + +

P%a*t$c L$#$t "'!*

L$'$6 L$#$t %&!) A2!ra! 1

P%a*t$c$ty In6!B '(!'

Gro' In6!B

So$% C%a**$"$cat$on

Remark :

T!*t!6 C0!c>!6 & 3!r$"$!6


L$n!ra S0r$n>a-1/


69/99



Dat! *a#%!6 (,(,#&'%

Dat! t!*t!6 '&,'4,#&'%


') 4) " 4%

"' 4&

%#!($ %4!)" 4#!)' 4#!&'

4)!)$ %&!$" 4&!#" 4&!#"

4!'& 4!#& #!%) '!*)

"#!44 ""!"* "#!&( "4!$"

'$!4# '*!#$ )!'4 %!$& 0

#4!(* #4!"" "'!*& "'!*( 25

+ + "'!*

LINEAR SHRINKAGE

+ +

#/ + +

0 LD-##/ + +

OR@S LI#,RIA

D PRO?,CT PHAS, .intenane !8 @arl!en t!


70/99

+ +

C0!c>!6 & 3!r$"$!6


?LS@788-7


71/99

19 24 31 40

26.1 25.0 25.0 24.3

25 25 25 25


72/99


73/99


contract No. Sa#%! No. :

ty! o" #at!r$a%

Source of Sample: BH $

P$t No. Spl32 Spoo0 Reco1er8 *%9 Dep25 *!$m

LIQ

Conta$n!r n'#(!r #' "*

N'#(!r o" (%o)* '' #&

+t.o" Conta$n!r ,+!t *o$% -/ $$!)% %(!*%

+t.o" Conta$n!r ,Dry *o$% -/ %#!** 4*!*4

+t.o" )at!r -/ '4!&) '#!&'

+t.o" Conta$n!r )!$0t -/ ""!#4 "&!*"

+t.o" Dry *o$% -/ '(!%" '*!&'

Mo$*t'r! cont!nt -1/ *#!&( *&!$'

A2!ra! - 1/ + +

SIE3E ANALYSIS

S$!2! *$4! +t5Rt 1Pa** Mo'%6 n'#(!r

No.78 9.88 ## + + In$t$a% %!nt0 L8-

No.:8 8.:9; ## + + O2!n


Fish T!Bn


74/99

No.988 8.8=; ## + +

P%a*t$c L$#$t #)!(

L$'$6 L$#$t *&!% A2!ra! 1

P%a*t$c$ty In6!B 4'!$

Gro' In6!B

So$% C%a**$"$cat$on

Remark :

T!*t!6 C0!c>!6 & 3!r$"$!6


L$n!ra S0r$n>a-1/


75/99



Dat! *a#%!6 (,(,#&'%

Dat! t!*t!6 '&,'4,#&'%


#" '( "& "%

"# 4"

%'!(4 44!#4 4#!(& 4#!%4

44!$$ "(!&& 4&!*% 4&!"(

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"4!"( "'!"# ""!"' "#!(*

'&!#* *!$) *!44 *!4# 0

*&!)( $)!#" #)!(& #)!() 25

+ + #)!(

LINEAR SHRINKAGE

+ +

#/ + +

0 LD-##/ + +

OR@S LI#,RIA

D PRO?,CT PHAS, .intenane !8 @arl!en t!


76/99

+ +

C0!c>!6 & 3!r$"$!6


?LS@788-7


77/99

11 20 32 43

72.1 70.6 70.9 68.2

25 25 25 25


78/99


79/99

41.3397748.66469


80/99

BRIDGE NO# 2 SIEVE ANALYSIS OF BULKED SOIL SAMPLES

!"$% N!' SDPHWO2

L!%*!"


I"**% 0'.!$. 0%/*"4 (4) 941

D$5 0'%.$ 0%/*"4 (4) 711

/*.6. /*. P.$"."%4.

S%"8%$8 R.%*".8

++' 4 4 4 9

37':; 0 0.0 100.0

2;';; 72 7.7 92.3

1;';; 82 8.8 83.5

:';; 171 18.3 65.1

2';; 210 22.5 42.6

;'


81/99

R,)AR@S/

./.8 .=.8 &

!"$%!$>/ ."**%" !"$%!$>/ R.


82/99

BRIDGE NO'1 , BULKED SOIL SAMPLES 1,2 & 3(1377-2), BO

!"$% N!' SDPHWO2

L!%*!"


I"**% 0'.!$. 0%/*"4 (4) 767

D$5 0'%.$ 0%/*"4 (4) 755

/*.6. /*. P.$"."%4.

S%"8%$8 R.%*".8

++' 4 4 4 9

37':; 0 0.0 100.0

2;';; 41 5.4 94.6

1;';; 51 6.7 88.0

:';; 150 19.6 68.3

2';; 226 29.6 38.7

;'


83/99

R,)AR@S/

./.8 .=.8 &

!"$%!$>/ ."**%" !"$%!$>/ R.


84/99

BRIDGE NO'3 , BH 2, SAMPLE 3, DE

!"$% N!' SDPHWO2

L!%*!"


I"**% 0'.!$. 0%/*"4 (4) 595.53

D$5 0'%.$ 0%/*"4 (4) 492

/*.6. /*. P.$"."%4.

S%"8%$8 R.%*".8

++' 4 4 4 9

37':; 0 0.0 100.0

2;';; 28 3.7 96.3

1;';; 23 3.0 93.3

:';; 48 6.3 87.0

2';; 96 12.6 74.5

;'


85/99

R,)AR@S/

./.8 .=.8 &

!"$%!$>/ ."**%" !"$%!$>/ R.


86/99

BRIDGE NO'3 , BH 2, SAMPLE 2, DE

!"$% N!' SDPHWO2

L!%*!"


I"**% 0'.!$. 0%/*"4 (4) 331.25

D$5 0'%.$ 0%/*"4 (4) 282

/*.6. /*. P.$"."%4.

S%"8%$8 R.%*".8

++' 4 4 4 9

37':; 0 100.0

2;';; 23 100.0

1;';; 44 100.0

:';; 27 100.0

2';; 41 100.0

;'


87/99

R,)AR@S/

./.8 .=.8 &

!"$%!$>/ ."**%" !"$%!$>/ R.


88/99

B$*84. N!'2 , BH 2, B=.8 S%+. 2&3,

!"$% N!' SDPHWO2

L!%*!"

S%+. D./$**!" Redd!" L#$e%%& G#%'e( M#$e%#(

I"**% 0'.!$. 0%/*"4 (4) 501.00

D$5 0'%.$ 0%/*"4 (4) 424

/*.6. /*. P.$"."%4.

S%"8%$8 R.%*".8

++' 4 4 4 9

37':; 0 0.0 100.0

2;';; 10 1.3 98.7

1;';; 100 13.1 85.6

:';; 107 14.0 71.6

2';; 109 14.3 57.3

;'


89/99

R,)AR@S/

./.8 .=.8 &

!"$%!$>/ ."**%" !"$%!$>/ R.


90/99

,2 & 3(1377-2) WASHED GRADING

./' R.' N!'

S%+. D%.

./*"4 D%. 10)10)2015

M!*/$. !"."(9) 0.9

I"**% 8$5 0.*4 (4) 932

P.$."%4. P%//*"4G!6.$"*"4

S.**%*!" P%//*"4

9

100

92

83

65

43

26

25

0

@arl!en t!


91/99

.$**.8 A$!6.8

./."%*6. E"4*"..$>/ M%.$*%/ E"4*"..$


92/99

E HOLE #< WASHED GRADING

./' R.' N!'

S%+. D%.

./*"4 D%. 10)10)2015

M!*/$. !"."(9) 0.4

I"**% 8$5 0.*4 (4) 764

P.$."%4. P%//*"4G!6.$"*"4

S.**%*!" P%//*"4

9

100

95

88

68

39

6

2

0

@arl!en t!


93/99

.$**.8 A$!6.8

./."%*6. E"4*"..$>/ M%.$*%/ E"4*"..$


94/99

H ?'1+

./' R.' N!'

S%+. D%. 9)9)2015

./*"4 D%. 10)19)2015

N%$% M!*/$. !"(9) 21.0

I"**% 8$5 0.*4 (4) 492

P.$."%4. P%//*"4G!6.$"*"4

S.**%*!" P%//*"4

9

100

96

93

87

74

59

41

36

@arl!en t!


95/99

.$**.8 A$!6.8

./."%*6. E"4*"..$>/ M%.$*%/ E"4*"..$


96/99

H 7'@+

./' R.' N!'

S%+. D%. 9)9)2015

./*"4 D%. 10)19)2015

N%$% M!*/$. !"(9) 17.5

I"**% 8$5 0.*4 (4) 282

P.$."%4. P%//*"4G!6.$"*"4

S.**%*!" P%//*"4

9

100

100

100

100

100

100

100

100

@arl!en t!


97/99

.$**.8 A$!6.8

./."%*6. E"4*"..$>/ M%.$*%/ E"4*"..$


98/99

.


99/99

.$**.8 A$!6.8

./."%*6. E"4*"..$>/ M%.$*%/ E"4*"..$

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