natgillin/translations-raw huggingface dataset:
Upon delivery of the material to the site, at the invitation of the contractor the supervisory body shall inspect it and state it in the construction diary.
Po donošenju materijala na gradilište, uz poziv izvođača nadzorni inženjer će ga pregledati i njegovo stanje konstatirati u gradevinskom dnevniku.
THURSDAY
ČETVRTAK
If the contractor uses material for which it is later established that it is not adequate, at the request of the supervisor the material must be removed from the facility and new one, conforming to the regulations shall be fitted.
Ako bi izvođač upotrijebio materijal za koji se kasnije ustanovi da nije odgovarao, na zahtjev nadzornog inženjera mora se skinuti s objekta i postaviti drugi koji odgovara propisima.
Before performing any work correct scaling and marking on the wall, floor or ceiling must be done.
Prije izvođenja svakog rada mora se izvršiti točno razmjeravanje i obilježavanje na zidu, podu ili stropu, pa tek onda preći na rad.
Demolition, digging and drilling of a reinforced concrete or steel structure shall be done only with the consent of the supervisory construction body.
Rušenje, dubljenje i bušenje arm.betonske i čelične konstrukcije smije se vršiti samo uz suglasnost građ.nadzornog organa.
FRIDAY
PETAK
Before the beginning of works the contractor shall make a complete organization of the site to be approved by the supervising engineer, so that the existing parts of the facility would not be damaged.
Prije početka radova izvođač mora načiniti kompletnu organizaciju gradilišta koju treba odobriti nadzorni inženjer, kako se postojeći dijelovi objekta ne bi oštetili.
SATURDAY
SUBOTA
All excavation must be carried out exactly according to the plans, with completely vertical sides and horizontal bottom, unless otherwise provided in the designs.
Sav iskop se mora izvesti točno prema nacrtima, s potpuno vertikalnim stranama te vodoravnim dnom, ukoliko nacrtima nije drugačije predviđeno.
CONCRETE AND REINFORCED-CONCRETE WORKS
BETONSKI I ARMIRANO-BETONSKI RADOVI
Planning the base of a broad excavation and the excavation for foundations must be performed with an accuracy of ± 3 cm, which is included in the unit price.
Planiranje dna širokog iskopa i iskopa za temelje izvesti sa točnošću od ±3 cm, što je uključeno u jediničnu cijenu.
SUNDAY
NEDJELJA
Final excavation of foundation pit and trenches is reviewed and taken over by the supervising engineer prior to commencement of the foundation.
Završni iskop temeljne jame i rovova pregleda i preuzima nadzorni inženjer prije početka izvođenja temeljenja.
Excavation at a certain depth must be finished shortly before the execution of the foundations so that the bearing surface does not get wet.
Iskop na određenu dubinu završiti neposredno prije početka izvedbe temelja, da se ležajna ploha temelja ne bi raskvasila.
The bottom of the excavation or the foundations must be placed on bearing ground regardless of the designed depth of the foundations.
Dno iskopa odnosno temelja mora se nalaziti na nosivom tlu bez obzira na projektiranu dubinu temelja.
Any additional excavations will be paid according to the actual quantities.
Eventualno potrebni dodatni iskopi platiti će se prema stvarnim količinama.
HYDRAULIC CALCULATION
HIDRAULIČKI PRORAČUN
MRM_1-IM1C; TOTAL DELIVERY OF THE DANICA INDUSTRIAL PARK
MRM_1-IM1C;ZBIRNI PROTOK IND.ZONA DANICA
DIFFERENCE
RAZLIKA
The contractor shall performs all works on the excavation (manual or mechanical), up to any required depth, with all necessary ancillary works such as levelling and planning, surface compaction, site beading, preventing the collapse, setup of required fences, extraction and removal of rain water or seepage water.
lzvođač je dužan sav rad oko iskopa (ručnog ili mehaničkog) i to do bilo koje potebne dubine, sa svim potrebnim pomoćnim radovima, kao što je niveliranje i planiranje, nabijanje površine, obrubljivanje stranica, osiguranje od urušavanja, postava potrebne ograde, crpljenje i odstranjivanje oborinske ili procjedne vode.
In case of large quantities of underground water, the contractor shall notify the supervisory authority thereof so that appropriate measures may be taken.
U slučaju pojave veće količine podzemne vode, izvođač je dužan obavijestiti nadzorni organ radi poduzimanja odgovarajućih mjera.
In accordance with the project task, the mathematical model of the observed water supply system was made using the "WaterCAD" program ("Haestad Methods"/"Bentley Systems").
U skladu s projektnim zadatkom matematički model promatranog vodoopskrbnog sustava izrađen je uz korištenje programa "WaterCAD" ("Haestad Methods"/"Bentley Systems").
If during excavation soil of composition other than the one determined by the examination is encountered, the contractor shall notify the supervisory body and the project engineer thereof so that appropriate measures may be taken and enter the existing composition in the construction diary.
Ako se prilikom iskopa naiđe na zemlju drugog sastava nego što je ispitivanjem terena utvrđeno, izvođač je dužan obavijestiti nadzorni organ i projektanta, radi poduzimanja potrebnih mjera, a postojeći sastav upisati u građevinski dnevnik.
If the contractor has excavated below the planned fundamental plane, he shall fill the resulting holes with concrete without special compensation until the planned elevation is reached.
Ukoliko je izvođač otkopao ispod projektom predviđene temeljne ravnine obavezan je bez naknade popuniti tako nastale šupljine betonom, do projektirane kote.
It is forbidden to fill digs with gravel.
Zabranjeno je popunjavanje prekopa nasipom šljunka.
The applied "WaterCAD" program is characterized by the following features: use of "AutoCAD" tools, transformation of AutoCAD entities into parts of the water supply system, easy modelling of water supply facilities, clear overview of the results etc.
Primjenjivani program "WaterCAD", karakteriziraju mogućnosti: korištenja "AutoCAD-ovih alata, pretvaranja "AutoCAD" entiteta u dijelove vodoopskrbne mreže, jednostavno modeliranje vodovodnih objekata, pregledni prikazi rezultata, itd.
cementsB.C1.011
cementiB.C1.011
lime B.C1.02
vapno B.C1.02
sand B.B8.030
pijesak B.B8.030
An advantage of this program is its method of organization when performing hydraulic simulations.
Kao prednost programa može se izdvojiti način organizacije u provedbi hidrauličkih simulacija.
For each simulation a "scenario" can be created, as well as its "alternatives", which enables better overview of used input data and parameters.
Naime, za svaku simulaciju može se kreirati "scenarij" i pripadne "alternative", čime se omogućava bolji pregled korištenih ulaznih podataka i parametara.
Besides, it is possible to use so-called
Pored toga, moguće je korištenje tzv.
Data on the material type and pipeline diameter, as well as data on consumption, which are joined to the sections of a hydraulic model, are entered manually.
Podaci o vrsti materijala i promjeru cjevovoda te podaci o potrošnji, a koji se pridružuju dionicama hidrauličkog modela uneseni su manualno.
Projected consumption state
Projektirano stanje potrošnje
It is important to note that all simulations were performed for actual 7 days, i.e.
Pri tom je važno napomenuti da su sve simulacije vršene za realnih 7 dana tj.
168 hours.
168 sati.
Physical model
Fizikalni model
Basic form of a physical model is shown in the following figure:
Osnovni oblik fizikalnog modela prikazan je naslijedećem crtežu:
PIPELINE C3-3 PEHD DN 315
CJEVOVOD C3-3 PEHD DN 315
PIPELINE C3-2 PEHD DN 315
CJEVOVOD C3-2 PEHD DN 315
PIPELINE C3-1 PEHD DN 315
CJEVOVOD C3-1 PEHD DN 315
PIPELINE C2 PEHD DN 225
CJEVOVOD C2 PEHD DN 225
PIPELINE C 1-2 PEHD DN 315
CJEVOVOD C 1-2 PEHD DN 315
PIPELINE KOPRIVNICA - GOTALOVO
CJEVOVOD KOPRIVNICA - GOTALOVO
PUMPING STATION "IVANŠČAK“
CRPILI TE IVANŠČAK“
Consumption schedule per model nodes
Raspored potrošnje po čvorovima modela
The second group of data consists of data on consumption arranged per individual model nodes in order to bring the model as close as possible to the expected state of consumption on the field.
Drugu grupu podataka čini potrošnja koja je raspoređena po pojedinim čvorovima modela kako bi se što više model približio očekivanom stanju potrošnje na terenu.
DANICA VARIATION
VARIJACIJA DANICA
RESULTS OF THE HYDRAULIC CALCULATION
REZULTATI HIDRAULIČKOG PRORAČUNA
Flows in the pipes of the system
Protoke u cijevima sustava
Pressures in the nodes of the system
Tlakovi u čvorovima sustava
Pressures at the selected hydrants
Tlakovi na odabranim hidrantimaa
Pressure readings at the selected hydrants
Ispis tlakova na odabranim hidrantima
NH-15-14 - PROJECTED STATE -
NH-15-14 - PROJEKTIRANO STANJE -
NH-15-15 - PROJECTED STATE -
NH-15-15 - PROJEKTIRANO STANJE -
Technical regulations on thermal energy and thermal protection in buildings (OG
Tehnički propis o uštedi toplinske energije i toplinskoj zaštiti u zgradama (NN br.
at the “NH 14” hydrant 5.30 bar
na hidrantu “NH 14” 5.30 bara
at the “NH 15” hydrant 5.30 bar,
na hidrantu “NH 15” 5.30 bara.
HRN U.J5.100/83 Heat in civil engineering.
HRN U.J5.100/83 Toplinska tehnika u građevinarstvu.
Rajko Šimecki, graduate civil engineer
Rajko Šimecki, dipl.ing.građ.
Company'AKOMA' d.o.o.
Tvrtka'AKOMA' d.o.o.
Ante Komljenović, graduate mechanical engineer
Ante Komljenović, dipl.ing. stroj.
A/ GENERAL
A/ OPĆENITO
Air permeability of apartments.
Zračna propustljivost stana.
List of Acts and ordinances:
Popis Zakona i pravilnika:
HRN U.J5.510/87 Heat in civil engineering.
HRN U.J5.510/87 Toplinska tehnika u građevinarstvu.
- Physical Planning and Construction Act (OG no. 76/07)
- Zakon o prostornom uređenju i gradnji (“N.N.” broj 76/07)
HRN U.J5.520/80Heat in civil engineering.
HRN U.J5.520/80Toplinska tehnika u građevinarstvu.
HRN U.J5.530/80Heat in civil engineering.
HRN U.J5.530/80Toplinska tehnika u gradevinarstvu.
HRN U.J5.600/87Heat in civil engineering.
HRN U.J5.600/87Toplinska tehnika u građevinarstvu.
HRN U.J6.001/82Acoustics in civil engineering.
HRN U.J6.001/82Akustika u građevinarstvu.
HRN U.J6.151/82 Acoustics in civil engineering.
HRN U.J6.151/82 Akustika u građevinarstvu.
142/03, 30/04 and 137/04 - consolidated text)
142/03, 30/04 i 137/04 - pročišćeni tekst)
HRN U.J6.201/89 Acoustics in civil engineering.
HRN U.J6.201/89 Akustika u građevinarstvu.
- Labour Act (OG no. 38/95, 54/95, 65/95, 102/98, 17/01, 82/01, 114/03, 123/03,
- Zakon o radu (“N.N.” broj 38/95, 54/95, 65/95, 102/98, 17/01, 82/01, 114/03, 123/03,
- Occupational Safety Act (OG no. 59/96, 94/96, 114/03)
- Zakon o zaštiti na radu (“N.N.” broj 59/96, 94/96, 114/03)
- Fire Protection Act (OG no. 58/93, 33/05, 107/07)
- Zakon o zaštiti od požara (“N.N.” broj 58/93, 33/05, 107/07)
- Noise Protection Act (OG no. 20/03)
- Zakon o zaštiti od buke (“N.N.” broj 20/03)
Ordinance on the content of the plan for fire and industrial explosions protection (OG
Pravilnik o sadržaju plana zaštite od požara i tehnoloških eksplozija (NN br.
- Nature Protection Act (OG no. 70/05)
- Zakon o zaštiti prirode (“N.N.” broj 70/05)
J.1.001Fire safety nomenclature
J.1.001Nomenklatura zaštite od požara
- Environment Protection Act (OG no. 110/07) except the provision from Article 37, paragraph 3 and
- Zakon o zaštiti okoliša (“N.N.” broj 110/07) osim odredbe članka 37. stavka 3. i
Article 72, paragraph 6 of this Act, which shall enter into force on the day of accession of the Republic
članka 72. stavka 6. ovoga Zakona, koje stupaju na snagu danom prijama Republike
of Croatia to European Union.
Hrvatske u Europsku uniju.
- Act on the Protection of the Population from Infectious Diseases (OG no. 79/07)
- Zakon o zaštiti pučanstva od zaraznih bolesti (“N.N.” broj 79/07)
- Water Act (OG no. 107/95 and 150/05)
- Zakon o vodama (“N.N.” broj 107/95 i 150/05)
- Air Protection Act (OG no. 178/04)
- Zakon o zaštiti zraka (“N.N.” broj 178/04)
In addition, the contractor must comply with all technical regulations and Croatian standards with mandatory application for steel, cement, aggregates and other materials.
Osim toga, izvođač se mora pridržavati svih tehničkih propisa i hrvatskih normi s obaveznom primjenom za čelik, cement, agregat i ostale materijale.
Materials for concrete:
Materijali za beton:
- Cement for the production of constructions with visible concrete should be from the same manufacturer, and the aggregate should be of the same composition throughout the construction so as to avoid discolouration.
- Cement za izradu konstrukcija od vidljivog betona treba biti od istog proizvođača, a agregat istog sastava tokom cijele gradnje da ne bi došlo do promjene boje.
For the production of concrete it is not allowed to use cement that has been stored on the site for longer than 3 months if testing has not established that its quality matches the specified conditions.
Za izradu betona ne smije se upotrijebiti cement koji je na gradilištu uskladišten duže od 3 mjeseca ako ispitivanjima nije utvrđeno da u pogledu kvalitete odgovara propisanim uvjetima.
(OG no. 64/06)
(“N.N.” broj 64/06.)
- Aggregate for concrete shall be natural gravel and sand or aggregate obtained by crushing stone.
- Agregat za beton mora biti prirodni šljunak i pijesak ili agregat dobiven drobljenjem kamena.
Main characteristics that must be met for concrete aggregate are as follows:
Osnovne karakteristike koje mora zadovoljiti agregat za beton su slijedeće:
- Act on the Protection from Non-Ionizing Radiation (OG no. 105/99)
- Zakon o zaštiti od neionizirajućih zračenja (“N.N.” broj 105/99)
The maximum size of aggregate grain (D) is limited to 1/3 of the dimension of the elements that are concreted or not greater than the minimum spacing of reinforcing rods in a horizontal row.
Maksimalna dimenzija zrna agregata (D) ograničena je s 1/3 dimenzije elemenata koji se betoniraju ili ne veća od najmanjeg razmaka šipki armature u vodoravnom redu.
For the preparation of concrete only aggregate for which it has been confirmed that its properties comply with current regulations may be used.
Za pripremu betona može se upotrijebiti samo agregat za koji je atestom potvrđeno da ima svojstva prema važećim propisima.
- Act on General Use Items (OG no. 85/06)
- Zakon o predmetima opće uporabe (“N.N.” broj 85/06)
- Act on General Product Safety (OG no. 158/03 and 107/07)
- Zakon o općoj sigurnosti proizvoda (“N.N.” broj 158/03, 107/07)
Granulometric composition should provide a favourable workability and compactness of the concrete. The contractor is required to examine the amount of very fine particles of aggregate and its granulometric composition on site.
Granulometrijski sastav mora osigurati povoljnu ugradljivost i kompaktnost betona. lzvođač radova dužan je na gradilištu ispitati količinu vrlo finih čestica agregata kao i granulometrijski sastav.
- Drinking water is considered suitable for making concrete.
- Voda za piće smatra se pogodnom za izradu betona.
- Act on Technical Requirements for Products and Conformity Assessment (OG no. 158/03,
- Zakon o tehničkim zahtjevima za proizvode i ocjeni sukladnosti (“N.N.” broj 158/03,
Sea water may not be used for reinforced concrete structures due to corrosion of reinforcing steel.
Za armirano-betonske konstrukcije morska voda se zbog korozije armature ne smije upotrijebiti za betoniranje.
- Healthcare Act (Official Gazette, No.
- Zakon o zdravstvenoj zaštiti (»Narodne novine«, br.
- Armature must be cleaned of rust and dirt before laying.
- Armatura prije polaganja mora biti očišćena od hrđe i nečistoće.
work (OG no. 145/04)
rade (“N.N.” broj 145/04)
- Ordinance on accessibility for persons with disabilities and
- Pravilnik o osiguranju pristupačnosti građevina osobama s invaliditetom i
reduced mobility (OG no. 151/05, 61/07)
smanjene pokretljivosti (“N.N.” broj 151/05., 61/07.)
- Ordinance on technical regulations for lightning rods (OG no. 13/68,
- Pravilnik o tehničkim propisima o gromobranima (Sl. list broj 13/68, “N.N.” broj
- Ordinance on technical standards for ventilation or air conditioning systems
- Pravilnik o tehničkim normativima za ventilacijske ili klimatizacijske sisteme
(OG no.
(»Narodne novine« br.
53/91 and 69/97).
53/91. i 69/97.)
- Ordinance on the safety at work in working and auxiliary premises and areas (OG no.
- Pravilnik o zaštiti na radu za radne i pomoćne prostorije i prostore (“N.N.” broj
excluding the provisions of Articles 118 and 135
izvan snage odredbe članka 118. i članka 135.
Built-in reinforcement is calculated for a smooth and ribbed reinforcement: separately up to a diameter of 12mm and over 14 mm in kg, and for grids per kg and per type of grid.
Ugrađena armatura obračunava se za glatku i rebrastu armaturu: odvojeno do 12mm promjera i preko 14 mm u kg, a za mreže po kg i po tipu mreže.
Concrete for the execution of structures must be mixed by machine to ensure homogeneity.
Beton za izvedbu konstrukcija mora se miješati strojnim putem da bi se osigurala homogenost.
Concrete should be transported in a manner and under conditions that prevent segregation.
Beton treba transportirati na način i pod uvjetima koji sprečavaju segregaciju.
the process of issuing building permits and in technical inspections of constructed objects
postupku izdavanja građevnih dozvola i u tehničkim pregledima izgrađenih objekata
- Ordinance on sanitary quality of drinking water (OG 182/04)
- Pravilnik o zdravstvenoj ispravnosti vode za piće (“N.N.” broj 182/04.)
- Ordinance on pressure equipment (OG no. 135/05)
- Pravilnik o tlačnoj opremi (“N.N.” broj 135/05.)
- Ordinance on simple pressure receptacles (OG no. 135/05)
- Pravilnik o jednostavnim tlačnim posudama (“N.N.” broj 135/05.)
- Ordinance on project control (OG no. 89/00)
- Pravilnik o kontroli projekata (“N.N.” broj 89/00.)
- Ordinance on maximum permissible concentrations of harmful substances in the atmosphere of working facilities and spaces and on biological threshold values (OG no. 92/93)
- Pravilnik o maksimalno dopustivim koncentracijama štetnih tvari u atmosferi radnih prostorija i prostora i o biološkim graničnim vrijednostima (“N.N.” broj 92/93.)
Semi-dry concrete should be tamped and plastic concrete should be vibrated (external and needle vibrator).
Zemljovlažni beton nabijati, a plastični vibrirati (oplatni i igličasti vibrator).
Concreting of specific concrete and reinforced concrete structures may be stopped only in places as provided in project studies.
Prekid betoniranja kod specifičnih konstrukcija od betona i armiranog betona može se vršiti samo na onim mjestima kako je predviđeno projektnim elaboratom.
- Ordinance on monitoring pollutant emissions from stationary sources into the air (OG no. 1/06)
- Pravilnik o praćenju emisija onečišćujućih tvari u zrak iz stacionarnih izvora (“N.N.” broj 1/06.)
Fresh concrete must be protected from the elements (sun, frost, wind and other natural disasters, as well as unforeseen burdens and earthquakes) during transport, installation and in the initial curing period after installation.
Svježi beton mora se tijekom transporta, ugradnje kao i u početnom periodu vezanja nakon ugradnje, zaštiti od svih atmosferskih utjecaja (sunca, mraza, vjetra i drugih nepogoda, kao i od nepredviđenih opterećenja i potresa).
- Ordinance on the program and verification of the qualifications of the employer or his representative for performing occupational safety tasks (OG no.
- Pravilnik o programu i načinu provjere osposobljenosti poslodavca ili njegovog ovlaštenika za obavljanje poslova zaštite na radu („Narodne novine“, br.
114/02 and 29/05).
114/02 i 29/05)
- Ordinance on occupational safety for loading and unloading the freight (OG no. 49/86)
- Pravilnik o zaštiti na radu pri utovaru i istovaru tereta (NN RH br.49/86)
Water may not be subsequently added to fresh concrete.
Svježem betonu ne smije se naknadno dodavati voda.
- Ordinance on the conditions under which legal persons can perform occupational safety tasks (OG no. 114/02 and 126/03)
- Pravilnik o uvjetima pod kojima pravne osobe mogu obavljati poslove zaštite na radu (»Narodne novine«, broj 114/02 i 126/03)
THERMAL INSULATION
TOPLINSKE IZOLACIJE
- Regulation on critical levels of air pollutants (OG no. 133/05)
- Uredba o kritičnim razinama onečišćujućih tvari u zraku (“N.N.” broj 133/05)
- Regulation on building maintenance (OG no. 64/97)
- Uredba o održavanju zgrada („Narodne novine“, broj 64/97)
- Laying of pipes for gas and water supply networks DIN 1985 and DIN 1995
- Polaganje cijevi za plinske i vodovodne mreže DIN 1985 i DIN 1995
- Ordinance on providing occupational first aid (OG
- Pravilnik o pružanju prve pomoći na radu (NN RH br.
OTHER REGULATIONS:
OSTALA REGULATIVA:
Austrian guidelines TRVB 100, 126
Austrijske smjernice TRVB 100, 126
DVGW 462 and DVGW 469
DVGW 462 i DVGW 469
HRN U.C2.201, HRN U.C2.202 (OG RH 53/81)
HRN U.C2.201, HRN U.C2.202 (NN RH 53/81.)
B/ RISKS THAT ARISE FROM THE WORKING PROCESS AND METHODS FOR
B/ OPASNOSTI KOJE PROIZLAZE IZ PROCESA RADA I NAČINA NA KOJI SE TE
THEIR ELIMINATION
OPASNOSTI OTKLANJAJU
Removal or relocation of existing utility installations
Uklanjanje ili premještanje postojećih komunalnih instalacija
Before the construction begins the contractor has an obligation to submit a construction site and technical equipment organization plan, as well as a dynamic operational plan for the execution of contracted work to the client or to the supervisory engineer.
Izvođač je dužan prije početka građevinskih radova dostaviti naručitelju ili nadzornom inženjeru plan organizacije gradilišta i tehničke opreme te dinamički operativan plan izvršenja ugovorenih radova.
Extraction and disassembly of traffic signs and similar needs to be done is such a way that all the assembly parts are preserved undamaged and fit for further use.
Vađenje i demontiranje prometnih znakova i sl. treba obaviti tako da se svi sastavni dijelovi sačuvaju neoštećeni i da ih je moguće opet upotrijebiti.
This work includes removal or relocation of existing utility installations like aboveground and underground electricity wires, telephone wires, water pipes, sewer pipes, gas pipes and other, except for removal of foundations and parts of facilities of existing installations built using massive materials.
Ovim radovima obuhvaćeno je uklanjanje ili premještanje postojećih komunalnih instalacija kao što su zračni i podzemni vodovi električne energije, telefona, vodovoda, kanalizacije, plinovoda i drugih, osim uklanjanja temelja ili dijelova objekata postojećih instalacija od masivnog materijala.
If the removal or relocation of the existing utility installations was not included in the project the client needs to employ the specialised utility companies to draft the necessary project documentation.
Ukoliko uklanjanje ili premještanje postojećih komunalnih instalacija nije obuhvaćeno projektom naručitelj treba angažirati specijalizirana komunalna poduzeća za izradu potrebne projektne dokumentacije.
The work is done by the specialised companies in accordance with special projects and technical requirements for the appropriate type of work.
Radove obavljaju specijalizirana poduzeća prema posebnim projektima i tehničkim uvjetima za odgovarajuću vrstu radova.
Supervision of work is done by persons authorised for a specific type of work.
Nadzor nad radovima obavljaju osobe koje su ovlaštene za određenu vrstu posla.
Construction site organization plan, technical equipment and necessary mechanization
Plan organizacije gradilišta, tehnička oprema i potrebna mehanizacija
This work includes putting into order a pavement structure's capping layer at the locations stated in this project, i.e. rough cut material planning and fine material planning and compacting to requested density.
Ovaj rad obuhvaća uređenje posteljice kolničke konstrukcije na lokacijama prema ovom projektu tj. grubo i fino planiranje materijala i nabijanje do tražene zbijenosti.
The capping layer needs to be done according to levels stated in the project.
Posteljicu treba izraditi prema kotama iz projekta.
grain size distribution
granulometrijski sastav
grain size distribution testing of the fill in material, at least every 4000m2 of the constructed embankment;
ispitivanja granulometrijskog sastava nasipnog materijala najmanje na svakih 4000m2 izvedenog nasipa;