Objectives: to assess nurses' knowledge toward infection control measures for hepatitis a virus in hemodialysis
units and to detemine the relationship between nurses' knowledge and their demographical characteristics.
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A non-probability `tturposive" sample of (51) nurses, who were working in hemodialysis units were selected
from Baghdad teaching hosphals. The data were collected through the use of constructed questionnaire, which
consists of two parts (I) Demographic data fom that consists of 10 items and (2) Nurses' knowledge form that
consists of 6 sections contain 79 items, by means of direct interview technique with the nurses. The validity of
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Descriptive statistical analysis procedures (frequency, percentage, mean of score) and inferential statistical
analysis procedures (person correlation coefficient, contingency coefficient) were used for the data analysis.
Results: The findings of the study indicated that there is a knowledge deficit of nurses in some aspects relative
to infection control measures. No sigrificant relationship was found between nurses' knowledge and their
gender, marital status and years of experience in hospital, while a significant relationship was found between
nurses' knowledge and their age, level of education, years of experience in hemodialysis unit, sharing in training
sessions and duration of training session that the nurses were engaged in it.
Moisture induced damage in asphaltic pavement might be considered as a serious defect that contributed to growth other distresses such as permanent deformation and fatigue cracking. This paper work aimed through an experimental effort to assess the behaviour of asphaltic mixtures that fabricated by incorporating several dosages of carbon fiber in regard to the resistance potential of harmful effect of moisture in pavement. Laboratory tests were performed on specimens containing fiber with different lengths and contents. These tests are: Marshall Test, the indirect tensile test and the index of retained strength. The optimum asphalt contents were determined based on the Marshall method. The preparation of asphaltic mixtures involved
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