7/24/2019 Works and Material Testing
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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
7/24/2019 Works and Material Testing
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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 / / / /
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7/24/2019 Works and Material Testing
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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
7/24/2019 Works and Material Testing
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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