Compaction Inspection Table

DEFORMATION MODULE CELTIKCIOGLU CONS.IND.&TRADE D.O.O. NIKŠIĆ

Contractor:

,,VODACOM'' - Tivat

Investor:

,,DAHLEM''-Tivat

Investor monitoring:

No.

Measuring

Manhole

point

1 2 3 4

E-100 E-100 E-100 E-100

5 6 7

C-100 Angle 01b C-100 Angle 01b C-100 Angle 02

8 9

B-100 B-100

HN-1860 HN-1870 HN-1870 HN-1870

HN-7380 HN-7380

HN-1870 HN-1880 HN-1880 HN-1880

TAMPON TAMPON EMBANKMENT BEDDING

93.0 56.5 40.2 25.5

30.0 30.0 25.0 25.0

YES YES YES YES

11/8/2012 11/8/2012 11/8/2012 11/8/2012

0+67.00 Angle 02 EMBANKMENT 0+73.00 Angle 02 EMBANKMENT 0+80.00 HN-10070 BEDDING

50.1 43.1 18.6

25.0 25.0 25.0

YES YES NO

11/20/2012 11/20/2012 11/20/2012

1+406.64 1+429.64 1+436.64 1+446.64

0+681.50 HN-7390 0+698.50 HN-7390

EMBANKMENT EMBANKMENT

43.5 21.5

25.0 25.0

YES NO

11/20/2012 11/20/2012

TAMPON TAMPON

71.4 53.4

30.0 30.0

YES YES

11/20/2012 11/20/2012

BEDDING EMBANKMENT

43.6 43.3

25.0 25.0

YES YES

11/20/2012 11/20/2012

TAMPON TAMPON

76.5 52.0

30.0 30.0

YES YES

11/20/2012 11/20/2012

B-200 PS ZMIJICE B-200 PS ZMIJICE

0+182.00 HN-6860 0+165.00 HN-6860

12 13

C-100 B-100

No. 7.

0+80.00 0+681.50

14 15

B-100 B-100

HN-7370 HN-7380

Date of testing

Type of construction

10 11

No. 9.

Meets the technical ( MPa) measured Acc.to tech.spe. specifications

Deformation module Ev DIN

Manhole

Distance position

No. 7. No. 9.

0+718.50 HN-7380 0+748.50 HN-7390

the quality prerequisite: bedding Ev din ≥ 25 Mpa embankment around the pipe Ev din ≥ 25 Mpa tampon layers Ev din ≥ 30 Mpa

Engineer:

Contractor:

Test carried out by:

Sheet2

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