ANALIZA TIME SCHEDULE UZA METODU CRASHING IHA PROJETU ESTRADA BAZARTETE-TOKOLULI
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loginBazeia ba kalkulasaun ne’ebe analiza uza Critical path method no halo aselerasaun tempu uza metode crashing ba iha projetu Estrada Bazartete- Tokoluli nu’udar hakerek na’in ba traballu final kursu hakarak foti nia konkluzaun katak:
1. Critical Path method mak hanesan tekniku modeling ou pemodeling. No tekniku ne’ebe baibain uza ba project manager hodi tau prioridade ba servisu ou atividade projetu. Liu husi CPM bele ajuda ema hodi hatene deadline-deadline importante hodi bele kontrola nafatin atu nune’e traballu ou servisu bele hotu tuir tempu ne’ebe determina.
2. Tuir resultadu ne’ebe mak identifika uza Critical path method iha atividade ne’ebe hetan tempu kritiku mak hanesan Embankment from Roadway Excavation, Aggregate Subbase Course, Crushed Aggregate Base Course, Grading B, Bituminous Prime Coat, MC-70, Cut Back Asphalt, Bituminous Concrete Surface Course, Hot Laid, Kilometer Post, Safety Post (with delineator), Metal Guardrail
(Metal Beam) Including End Piece and Steel Post, Warning Signs, Regulatory Signs, Informatory Signs, Reflectorized Thermoplastic Pavement Marking (White), Sowing of Grasses, Hatudu katak tempu kritiku ou tempu ne’ebe ita presiza halo aselerasaun atu nune’e labele prezudika fali ba atividade sira seluk.
3. Resultadu kalkulasaun ne’ebe halo Crashing ba tempu iha atividade kritiku sira ne’ebe ho durasaun total 293 dias no liu husi Crash duration ba aktividade ne’ebe iha diresaun kritiku ho maksimal ba oras 1 analiza Crash duration hatudu katak oras 1 crash time ho durasaun 256 dias no Crash maksimal no diferensia hetan 37 dias ho durasaun normal projetu iha 359 dias no Crash time ba atividade ne’ebe kritiku projetu ho durasaun total 322 dias.
4. Crash Cost mak hanesan atu hatene osan ne’ebe mak iha mudansa bainhira aumenta overtime oras 1 ba trabalhador sira no ho nia montante total Crash Cost ba salario 39 trabalhador $ 3300,8 Baseia ba analisa iha leten maka hili crash duration oras ida no crash cost oras ida tamba orsamento no tempo permite atu utiliza ba projetu tamba duration normal mos bele auguente hela atu utiliza Crash duration no cost oras ida nian.