CBR -0+650 LHS Shoulder.xls

GEOTECHNICAL LABORATORY

FORM NO 012/CBR 01/CALCULATION SHEET/SOILS

Consultant:

Client:

Contrator

T!e Re"u#li o$ U%an&a

Ministr' o$ (or)s * Trans"ort

ENERGOPROJEKT

NISKOGRADNJA NISKOGRAD NJA

U+,RA-IN, AN- STREN,THENIN, OF .AM+ALA,A .AM+ALA,AAAIROB(E ROA-

CONTRACT No R-+/H(/CO13A

CALIFORNIA BEARING RATIO TEST (AASHTO T 193) PREPARA PREPARATION TION SHEET

Sample reference

:

856

Sampling ate

:

1!"!200"

#ocation

:

0$650 #%S

&e'ting ate

:

8!"!200"

ept(

:

0)5m

&ec(nician

:

Sample e'cription

:

,-i'ting S(o.l+er' /aterial

a*i+

ff'et

.mer of lo' per laer

45

60

10

.mer of laer

5

5

5

Water Content Determination

Before Soaing fter Soaing

&are o

Before Soaing

fter Soaing

Before Soaing fter Soaing

16

/a'' of et 'ample $ &are

g

401

201)1

184)5

1"4)2

181)"

166)8

173

255)7

226)1

244)4

25")"

/a'' of +r 'ample $ &are

g

372

187)4

170)"

181)7

170)8

150)7

156)7

23")7

212)5

212)4

224)7

/a'' of ater

g

2"

13)7

13)6

12)5

11)1

16)1

16)3

16

13)6

32

35)2

/a'' of &are

g

44

42)3

2")2

30)8

31)"

24

2")6

37)8

37)6

40

40)7

/a'' of +r 'ample

g

328

145)1

141)7

150)"

138)"

126)7

127)1

201)"

174)"

172)4

184

Water content



8)8

" )4

" )6

8 )3

8 )0

12)7

12)8

7)"

7)8

18)6

1")1

*erage ater ontent



8)8

")5

8)8

12)8

8)8

18)6

Density determination /o.l+ o

35

46

"

/a'' of mo.l+ $ 'oil

g

11377

11201

10606

/a'' of mo.l+

g

6302

63"1

6332

/a'' of 'oil

g

5075

4810

4274

cm 3

2142

2142

2142

/oi't +en'it

g!cm3

2)36"

;9!0<

2)246

;9!0<

1)""5

;9!0<

r +en'it

g!cm3

2)178

;9!0<

2)064

;9!0<

1)834

;9!0<

%o.r

)Ga.ge Rea+ing

%o.r

)Ga.ge Rea+ing

%o.r

)Ga.ge Rea+ing

9ol.me of t(e mo.l+

Swelling Determination ate

NO SWELL

S7ellin%89

S7ellin%89

O#ser;ations

For t!e Contrator

For t!e Consultant

Materials Engineer

Materials Engineer

Form Reference GSRBW 3100 to 3700 PSRBW 200 to 400

S7ellin%89

GEOTECHNICAL

LABORATORY

FORM No 012CBR 02/+ENETRATION/SOILS

Consultant:

Client:

Contrator



ENERGOPROJEKT

NISKOGRADNJA

U+,RA-IN, AN- STREN,THENIN, OF .AM+ALA,AAAIROB(E ROA-


CALIFORNIA BEARING RATIO TEST (AASHTO T-193) PENETRATION SHEET

Sample reference

:

#ocation

:

ept( Sample e'cription

856

Sampling ate

1!"!200"

0$650 #%S

&e'ting ate

8!"!200"

:

0)5m

&ec(nician

a*i+

:


ff'et .mer of lo' per laer

10

60

45

.mer of laer

5

5

5

/o.l+ o

"

46

35

F1 Speed :…………..mm/min. Penetration of t(e pl.nger =mm> 0

F2 0)0207

To"

&ime

Rea+ing

='>

3

@10 mm 0)0

0

Botto<

Force

Rea+ing

=?>

3

@10 mm

0

0)0

To"

F3 0)0207

Botto<

To"

Force

Rea+ing

Force

Rea+ing

Force

Rea+ing

=?>

3

@10 mm

=?>

3

@10 mm

=?>

3

0

0)0

0

0

0

@10 mm 0)0

Botto<

Force

Rea+ing

Force

=?>

3

=?>

@10 mm

0

0

0

05

8

0)17

5

0)10

30

0)62

44

0)"1

80

1)66

70

1)45

1

12

0)25

10

0)21

55

1)14

65

1)35

130

2)6"

126

2)61

15

14

0)2"

15

0)31

75

1)55

88

1)82

185

3)83

16"

3)50

2

16

0)33

1"

0)3"

"5

1)"7

105

2)17

230

4)76

207

4)28

25

18

0)37

23

0)48

105

2)17

120

2)48

270

5)5"

244

5)05

6

20

0)41

25

0)52

115

2)38

130

2)6"

310

6)42

280

5)80

65

21

0)43

26

0)54

120

2)48

144

2)"8

344

7)12

318

6)58

3

22

0)46

27

0)56

125

2)5"

14"

3)08

36"

7)64

345

7)14

35

23

0)48

28

0)58

130

2)6"

155

3)21

388

8)03

370

7)66

5

24

0)50

2"

0)60

134

2)77

15"

3)2"

404

8)36

3"0

8)07

55

26

0)54

30

0)62

137

2)84

165

3)42

418

8)65

400

8)28

4

27

0)56

31

0)64

140

2)"0

170

3)52

430

8)"0

41"

8)67

45

28

0)58

32

0)66

143

2)"6

175

3)62

440

")11

438

")07

=

2"

0)60

33

0)68

146

3)02

180

3)73

450

")32

458

")48

=5

30

0)62

34

0)70

14"

3)08

185

3)83

460

")52

476

")85

Pro*ing Ring capacit

50?

50 ?

O#ser;ations


For t!e Consultant

Materials Engineer

Materials Engineer

Form Reference GSRBW 3100 to 3700 PSRBW 200 to 400

50 ?


FORM No 012/CBR 06/ +ENCUR>E/SOILS

Consultant:

Client:

Contrator:

T!e Re"u#li o$ U%an&a Ministr' o$ (or)s * Trans"ort

ENER,O+RO?E.T NISKOGRADNJA

U+,RA-IN, AN- STREN,THENIN, OF .AM+ALA,AAAIROB(E ROA-


CALIFORNIA BEARING RATIO TEST (AASHTO T 193)

Sample reference

:

Sampling ate

:

#ocation

:

ept(

:

0$650 #%S

&e'ting ate

:

0)5m

&ec(nician

:


:


856

1!"!200" 8!"!200" 30Aec a*i+

ff'et

45 Blo7s

60 Blo7s

PENETRATION vs FORCE CURVE

10 Blo7s



10

20

3

8 15

) N K ( e & ! $ F

) N K ( e & ! $ F

) N K ( e & ! $ F

6

2

Top

10 bottom

4 bottom

1

5

Bottom

Top

2 Top

0

0

0 0

1

2

3

4

5

6

7

0

8

1

Pene!"#$n (%%)

2

3

4

5

6

7

0

8

1

2

3

Force

60 #lo7s

BR

Force

5

6

7

Pene!"#$n (%%)

Pene!"#$n (%%)

45 #lo7s

4

10 #lo7s

BR

Force

BR

&op

Bot

&op

Bot

9

&op

Bot

&op

Bot

9

&op

Bot

&op

Bot

9

25 << +en

5)5"

5)05

42

38

30

2)17

2)48

16

1"

1@

0)37

0)48

3

4

6

50 << +en

8)07

8)07

40

40

30

2)77

3)2"

14

16

15

0)50

0)60

3

3

6

Retaine& CBR

30

1@

O#ser;ations


For t!e Consultant

Materials Engineer

Materials Engineer

6

8
















FORM No12/CBR 03/6+TS/SOILS

Consultant:

Client:

Contrator



ENERGOPROJEKT

NISKOGRADNJA

U+,RA-IN, AN- STREN,HTENIN, OF .AM+ALA,AAAIROB(E ROA-


CALIFORNIA BEARING RATIO TEST (AASHTO T 193)

Sample reference

:

856

Sampling ate :

1!"!200"

#ocation

:

0$650 #%S

&e'ting ate

:

8!"!200"

ept(

:

0)5m

&ec(nician

:

a*i+


:


ff'et .mer of lo' per laer en'it

/g!m3

BR



45

60

10

21=@

2043

1@63

30

1@

6

BR *' en'it

2)400

> 3 m ! g 5 = 4 t i ' n e 

2)300

2)200

2)100

2)000

1)"00

1)800

1)700

1)600 0

10

20

30

40

50

60

BR =>

Mai
O"ti
2.166

9.2

CBR at @9 M--

2126

27

CBR at 59 M--

205@

17

CBR at 69M--

2013

12

O#ser;ations


For t!e Consultant

Materials Engineer

Materials Engineer

For< Re$erene ,SRB( 6100 to 6=00 +SRB( 200 to 300


100

20


FORM No12/CBR 03/6+TS/SOILS



Consultant:

Client:

Contrator


ENER,O+RO?E.T NISKOGRADNJA

U+,RA-IN, AN- STREN,THENI N, OF .AM+ALA,AAAIROB(E ROA-

CONTRACT No R-+/H(/CO 13A

'OISTURE - DENSIT RELATIONS OF SOILS ( AASHTO T1*-9+)

Sample reference

856

Sampling ate

:

1!"!200"

#ocation

0$650 #%S S(o.l+er

&e'ting ate

:

3!"!200"

ept(

0)5m

&ec(nician

:

?alega

Sample e'cription ff'et


.mer of laer':

5

%ieg(t of +rop:

.mer of lo':

56

iam of mo.l+

Weig(t of rammer:

9ol.me of mo.l+

2106

/;S&R, &,&

ontainer no) Weig(t of et 'oil $ container Weig(t of +rt 'oil $ container Weig(t of container Weig(t of ater Weig(t of +r 'oil /oi't.re content /oi't.re content RC ,S;&C /o.l+ no Weig(t of 'oil $ /o.l+ Weig(t of /o.l+ Weig(t of 'oil 9ol.me of mo.l+ Wet +en'it r +en'it

645 613 43 32 570 5)6 54

601 561 43 40 518 7)7 ==

546 504 40 42 464 ")1 1

575 524 45 51 47" 10)6 104

516 45" 3" 57 420 13)6 164

"260 5018 4242 2106 2)014 10=

"628 5018 4610 2106 2)18" 2062

"""4 5018 4"76 2106 2)363 2144

""07 5018 488" 2106 2)321 20

"685 5018 4667 2106 2)216 151

Mai
=/>g!m3 : 6 < / % ) 8 ' t i s n e -

2144

O"ti
ontent 2

2

4

6

8

10

12

14

16

Moisture C ontent89

O#ser;ations For t!e Contrator

For t!e Consultant

Materials Engineer

Materials Engineer


18

20




15D000

1D000 1D000

20D000 30D000

30D000 40D000

10D000 147,000 5D000

45D000

5D000

15D000 17D000

201000

10D000 25D000 5D000 17D000

20D000 114,000 311000

Consultant

Client:


Contrator

Consultant

Client:

Contrator


+,RA-IN, AN- STREN,THENIN, OF .AM+ALA,AAAIROB(E ROA-

ENERGOPROJEKT NISKOGRADNJA


'OISTURE - DENSIT RELATIONS OF SOILS Sample reference

:

856

Sampling ate

:

"AEan

#ocation

:

0$650 #%S

&e'ting ate

:

"A.g

ept(

:

0)5m

&ec(nician

:

30Aec


:


.mer of laer':

%ieg(t of +rop:

.mer of lo':

iam of mo.l+

Weig(t of rammer:

9ol.me of mo.l+

/;S&R, &,& ontainer no) Weig(t of et 'oil $ container Weig(t of +rt 'oil $ container Weig(t of container Weig(t of ater Weig(t of +r 'oil /oi't.re content /oi't.re content RC ,S;&C /o.l+ no Weig(t of 'oil $ /o.l+ Weig(t of /o.l+ Weig(t of 'oil 9ol.me of mo.l+ Wet +en'it r +en'it

O"ti
Mai
O#ser;ations


For t!e Consultant

Contractor's Representative

Materials Engineer


CBR -0+650 LHS Shoulder.xls

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