Works and Material Testing

7/24/2019 Works and Material Testing

1/4

Form:

Month

Year

2015

Passes /

Temporarily

does not meet

the criteria

Unsatisfac

1 2 3 4 5 6 7 8 9 10

Subsoil (highway+local road)G.S

3.3.2

('129.670,00 m

+3.957,00 m)

133.700 m2

a) Bearing capacity 40-50m- Modulus of compressibility for non-cohesive mixed materials

with 20%-35% rock material ,25-30MPa or non-cohesive mixed

materials with 35%-50% rock material ,30-35MPa for non-

cohesive mixed materials with over 50% rock material ,40MPa

/ / / /

- Compaction degree natural soil from cohesive earth materials,embankment not higher than 2,0m, 100%

natural soil from cohesive earth materials,embankment higher

than 2,0m, 95%

natural soil from noncohesive earth materials,embankment not

higher than 2,0m, 100%

natural soil from noncohesive earth materials,embankment higher

than 2,0m, 95%

/ / / /

b)Quality of material 300 m- moisture

- specific gravity

- bulk density

- granulometric composition

- consistency limits

- combustible and organic matter

- optimum water content

Embankment(highway+local road+river regulation)G.S

3.4.1.5

332.771,00 m

+ 8.423,00 m

+ 59.412,65 m

a) Bearing capacity 50-100m- Modulus of compressibility

for non-cohesive mixed materials with 20%-35% rock material

,25-30MPa

for non-cohesive mixed materials with 35%-50% rock material

,30-35MPa

for non-cohesive mixed materials with over 50% rock material

,40MPa

25

+0

+14

14

+0

+14

/

11

+0

+0

- compaction degree embankment layers ,over 2,0m from the

embankment bottom to the height of 2,0m below the pavement ,

95% embankment layers up to 2,0m high,and layers of higher

embankments, from the formation bottom layer-subgrade,to 2,0m

below the pavements 100%

/ / / /

b) Quality of material(incorporated material) 5000 m- optimum moisture25%

- bulk density

for fills up to 3,0m , 15,0kN/m

for fill over 3,0m , 15,5kN/m

- consistency limits

liquid limit 65%

plasticity index30%- degree of non-uniformity9

- organic matter 6%

Backfilling(bridges on highway)

a)Bearing capacity

- Modulus of compressibility 32 / / / /Crushed stone 0/63mm subgrade(highway+local road) 77.485,00 m

+4.443,00 m

a)Bearing capacity(finished layer)

- Static deformation modulus Ev2 roadbed composed of

uncontaminated detritus 140MPa (Ev2/Ev12,5) roadbed

composed of mixed soil 120MPa (Ev2/Ev12,5)

2000 m 110+3 / / / /

- Deflection deflection by Benckelman beam 0,55mm (roadbed

composed of uncontaminated detritus) deflection by Benckelman

beam 0,65mm (roadbed composed of mixed soil )50 m 178+11 / / / /

b)Quality of material(incorporated material)

- Los Angeles 45%

- Fragmentability coefficient7

- Parcitipation of grains up to 0,063mm

T.S./S.S. &

Clause

T.C. / C.C.

/

5.400,00

m

+ 0 m

+ 970,00

m

//

/

/

/

4

+0

+0

TABLE "C"

Note: "Table C"*** contains Data for "The number of required tests " of works and materials for the execution of the Project in

accordance with the General and Special Specifications of the Contract, based on quantities measures of monthly progress.

Octobe

Requested

number

of tests from T.S

and S.S (per

Unit)/

(

)

81

+10

/

Br

11

+1

1775

+140

+793

3

SUMMARY /

///

Quantityinthismonth

(Rounded)

()

4

2.

Type of test /

Requestednumber

oftests/

1.

or

Quantities from

BoQ

BoQ

Tests

completed

67+1+12

4

+0

+0

Note: Based on the contracted quantities of work and frequency of testing d efined in the Quality Assurance Plan, the minimum number of certain testings on the project


2/4

Passes /

Temporarily

does not meet

the criteria

Unsatisfac

1 2 3 4 5 6 7 8 9 10

T.S./S.S. &

Clause

T.C. / C.C.

Requested

number

of tests from T.S

and S.S (per

Unit)/

(

)

/

Br

Quantityinthismonth

(Rounded)

()

Type of test /

Requestednumber

oftests/

Quantities from

BoQ

BoQ

Tests

completed

- Grain size distribution

- Plasticity index6%

- Sand Equivalent60

- Organic content3% 8000m/2000m 14+1 / / / /

page 2 from 4


3/4

Passes /

Temporarily

does not meet

the criteria

Unsatisfac

1 2 3 4 5 6 7 8 9 10

T.S./S.S. &

Clause

T.C. / C.C.

Requested

number

of tests from T.S

and S.S (per

Unit)/

(

)

/

Br

Quantityinthismonth

(Rounded)

()

Type of test /

Requestednumber

oftests/

Quantities from

BoQ

BoQ

Tests

completed

Crushed stone 0/63mm subbase (local road) 8.601,00 m

a)Bearing capacity

- Modulus of compressibility+compaction degree 50 m 22 / /

500 m 17

500 m 17b)Quality of material(incorporated material)

Crushed stone 0/31mm subbase(highway+local road)38.229,00 m

+5.926,00 m

a) Bearing capacity

- Deformability modulus

first sublayer(15cm) Ev2160MPa(Ev2/Ev12,2)

second sublayer(15cm) Ev2200MPa(Ev2/Ev12,2)

2000 m 64+3 / / / /

- Deflection deflection by Benckelman beam 0,47mm (85% of

deflection) deflection by Benckelman beam 0,40mm (85% of

deflection)

50 m 128+15 / / / /

b) Quality of material

- Grain shape

- Uniformity degree 6

- curvature coefficient 1-3

- Participation of grains up to 0,063mm at stockpile 5% after

placing 8%

- Participation of grains up to 0,02mm 3%

- Fine particles plasticity

plasticity index 6%

- Sand Equivalent 60%

- Proctor

- Organic content 2000 m 20+1 / / / /

- CBR(no criteria)

Wedges (bridges+local road)6.039,96 m

+289,00 m

a)Modulus of compressibility 160+16 8+0 8+0 /

b) Quality of material(no criteria for testing) / / / /

Pile testing(bridges) 307 pieces

a)Pile integrity test / /

b) Dynamic load test / / / /

Grout testing (girders + micropiles + anchors) 250+?+?

a) rheological properties / /

b)compressive strenght / / / /

Presstresing cables 400 t

a)tensile strenght 1/20t 20

Concrete

a) test oncomponents MB 15-50

b) aggregate

granulometric 6 6 /small particles content 6 6 /bulk density 6 6 /moisture 6 6 /granulometric composition of mixture 18 18 / c)cement 15.019,3 t

consistency every delivery 600 10 10 / chainging of volume every delivery 600 10 10 / soundness every delivery 600 11 11 / fineness

d) water 1 1 /e) control

sastava betona pre spravljanja

composition of the concrete, prior to preparation

f) test on fresh concrete mixture

consistency 85 m 14 14 / /

volume densityg) sampling of concrete(site+concrete plant)

MB 15(bridges) 564,31 m 12 MB 20(bridges+35kV) 387,03m 8 85 m 37+41 / MB 25(bridges) 682,1 m 14 MB 30 piles(bridges) 5.512,94 m 110 MB 30(bridges) 9.938,72 m 200 MB 35(bridges) 772,23 m 16 MB 40(bridges) 7.896,71 m 158 MB 45(bridges) 2.808,26 m 56 trial mix 0+15 MB 50(bridges) 8.690,62 m 174 trial mix 0+15water permeability

frost and salt resistance

frost resistance

4 / per month

4 / per month

1 /' on three months

/25+?+?

100+?+?

every truck

/

10 /

4 / per month

4 / per month

4 / per month

75,00 m

+0 m

8 /307

5

////

/- Modulus of compressibility

- compaction degree//

7

5

9

27,2 t

6

/

1000 m 39+2

11

1 / 50m

or

or

/

page 3 from 4


4/4

Passes /

Temporarily

does not meet

the criteria

Unsatisfac

1 2 3 4 5 6 7 8 9 10

T.S./S.S. &

Clause

T.C. / C.C.

Requested

number

of tests from T.S

and S.S (per

Unit)/

(

)

/

Br

Quantityinthismonth

(Rounded)

()

Type of test /

Requestednumber

oftests/

Quantities from

BoQ

BoQ

Tests

completed

h) test on hardened concrete(site+concrete plant)

MB 15(bridges) 564,31 m 12 MB 20(bridges+35kV) 387,03m 8 85 m 9+27 9+27 MB 25(bridges) 682,1 m 14 MB 30 piles(bridges) 5.512,94 m 110 MB 30(bridges) 9.938,72 m 200

MB 35(bridges) 772,23 m 16 MB 40(bridges) 7.896,71 m 158

MB 45(bridges) 2.808,26 m 56 trial mix 0+12** next

Report MB 50(bridges) 8.690,62 m 174 trial mix 0+12water permeability

frost and salt resistance

frost resistance

Signs laboratory:

** crushing results of concrete cubes have to be on the nest report due to the needed period for hardening

1 / 50m

Signed for the Contractor:

*** This table is flexible and could be added more works for testing in accordace with the Contract.

_________________________

* Layers for Embankment must be calculated on equivalent thickness of 30cm.

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Works and Material Testing