Коэффициент пересчета стоимостного выражения повреждения объекта в стоимость его восстановления соответствующий

Коэффициент пересчета стоимостного выражения повреждения объекта в стоимость его восстановления, соответствующий определенному проценту повреждения объекта

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Приложение 3 к Порядку проведения обследования технического состояния объектов, пострадавших в результате чрезвычайных ситуаций

КОЭФФИЦИЕНТ ПЕРЕСЧЕТА СТОИМОСТНОГО ВЫРАЖЕНИЯ ПОВРЕЖДЕНИЯ ОБЪЕКТА В СТОИМОСТЬ ЕГО ВОССТАНОВЛЕНИЯ, СООТВЕТСТВУЮЩИЙ ОПРЕДЕЛЕННОМУ ПРОЦЕНТУ ПОВРЕЖДЕНИЯ ОБЪЕКТА



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¦ Общая характеристика ¦ Степень   ¦Коэффициент¦ Оценка технического ¦

¦технического состояния¦повреждения¦ пересчета ¦      состояния      ¦

¦                      ¦    (П)%   ¦    (Кс)   ¦                     ¦

+----------------------+-----------+-----------+---------------------+

¦           1          ¦     2     ¦     4     ¦          5          ¦

+----------------------+-----------+-----------+---------------------+

¦                      ¦           ¦           ¦                     ¦

+----------------------+-----------+-----------+---------------------+

¦Имеются отдельные уст-¦     1     ¦   0,006   ¦                     ¦

¦раняемые при текущем  +-----------+-----------+                     ¦

¦ремонте незначительные¦     2     ¦   0,011   ¦                     ¦

¦повреждения, не влияю-+-----------+-----------+                     ¦

¦щие на эксплуатацию   ¦     3     ¦   0,017   ¦                     ¦

¦конструктивного эле-  +-----------+-----------+                     ¦

¦мента.                ¦     4     ¦   0,022   ¦                     ¦

¦Капитальный ремонт    +-----------+-----------+                     ¦

¦нужно проводить лишь  ¦     5     ¦   0,028   ¦                     ¦

¦на отдельных участках +-----------+-----------+                     ¦

¦                      ¦     6     ¦   0,033   ¦                     ¦

¦                      +-----------+-----------+                     ¦

¦                      ¦     7     ¦   0,0389  ¦                     ¦

¦                      +-----------+-----------+                     ¦

¦                      ¦     8     ¦   0,044   ¦Хорошее              ¦

¦                      +-----------+-----------+                     ¦

¦                      ¦     9     ¦   0,05    ¦                     ¦

¦                      +-----------+-----------+                     ¦

¦                      ¦    10     ¦   0,055   ¦                     ¦

¦                      +-----------+-----------+                     ¦

¦                      ¦    11     ¦   0,061   ¦                     ¦

¦                      +-----------+-----------+                     ¦

¦                      ¦    12     ¦   0,066   ¦                     ¦

¦                      +-----------+-----------+                     ¦

¦                      ¦    13     ¦   0,072   ¦                     ¦

¦                      +-----------+-----------+                     ¦

¦                      ¦    14     ¦   0,077   ¦                     ¦

¦                      +-----------+-----------+                     ¦

¦                      ¦    15     ¦   0,083   ¦                     ¦

¦                      +-----------+-----------+                     ¦

¦                      ¦    16     ¦   0,088   ¦                     ¦

¦                      +-----------+-----------+                     ¦

¦                      ¦    17     ¦   0,094   ¦                     ¦

¦                      +-----------+-----------+                     ¦

¦                      ¦    18     ¦   0,099   ¦                     ¦

¦                      +-----------+-----------+                     ¦

¦                      ¦    19     ¦   0,105   ¦                     ¦

¦                      +-----------+-----------+                     ¦

¦                      ¦    20     ¦   0,11    ¦                     ¦

+----------------------+-----------+-----------+---------------------+

¦                      ¦           ¦           ¦                     ¦

+----------------------+-----------+-----------+---------------------+

¦Конструктивные элемен-¦    21     ¦   0,12    ¦                     ¦

¦ты, в целом пригодные +-----------+-----------+                     ¦

¦для эксплуатации, но  ¦    22     ¦   0,133   ¦                     ¦

¦требуется некоторый   +-----------+-----------+                     ¦

¦капитальный ремонт,   ¦    23     ¦   0,145   ¦                     ¦

¦наиболее целесообраз- +-----------+-----------+                     ¦

¦ный для этой стадии   ¦    24     ¦   0,158   ¦                     ¦

¦                      +-----------+-----------+                     ¦

¦                      ¦    25     ¦   0,171   ¦                     ¦

¦                      +-----------+-----------+                     ¦

¦                      ¦    26     ¦   0,183   ¦                     ¦

¦                      +-----------+-----------+                     ¦

¦                      ¦    27     ¦   0,196   ¦                     ¦

¦                      +-----------+-----------+                     ¦

¦                      ¦    28     ¦   0,208   ¦                     ¦

¦                      +-----------+-----------+                     ¦

¦                      ¦    29     ¦   0,221   ¦                     ¦

¦                      +-----------+-----------+                     ¦

¦                      ¦    30     ¦   0,234   ¦Удовлетворительное   ¦

¦                      +-----------+-----------+                     ¦

¦                      ¦    31     ¦   0,246   ¦                     ¦

¦                      +-----------+-----------+                     ¦

¦                      ¦    32     ¦   0,259   ¦                     ¦

¦                      +-----------+-----------+                     ¦

¦                      ¦    33     ¦   0,272   ¦                     ¦

¦                      +-----------+-----------+                     ¦

¦                      ¦    34     ¦   0,284   ¦                     ¦

¦                      +-----------+-----------+                     ¦

¦                      ¦    35     ¦   0,297   ¦                     ¦

¦                      +-----------+-----------+                     ¦

¦                      ¦    36     ¦   0,309   ¦                     ¦

¦                      +-----------+-----------+                     ¦

¦                      ¦    37     ¦   0,322   ¦                     ¦

¦                      +-----------+-----------+                     ¦

¦                      ¦    38     ¦   0,335   ¦                     ¦

¦                      +-----------+-----------+                     ¦

¦                      ¦    39     ¦   0,347   ¦                     ¦

¦                      +-----------+-----------+                     ¦

¦                      ¦    40     ¦   0,36    ¦                     ¦

+----------------------+-----------+-----------+---------------------+

¦                      ¦           ¦           ¦                     ¦

+----------------------+-----------+-----------+---------------------+

¦Эксплуатация конструк-¦    41     ¦   0,37    ¦                     ¦

¦тивных элементов воз- +-----------+-----------+                     ¦

¦можна лишь при условии¦    42     ¦   0,398   ¦                     ¦

¦значительного капи-   +-----------+-----------+                     ¦

¦тального ремонта      ¦    43     ¦   0,426   ¦                     ¦

¦                      +-----------+-----------+                     ¦

¦                      ¦    44     ¦   0,454   ¦                     ¦

¦                      +-----------+-----------+                     ¦

¦                      ¦    45     ¦   0,482   ¦                     ¦

¦                      +-----------+-----------+                     ¦

¦                      ¦    46     ¦   0,509   ¦                     ¦

¦                      +-----------+-----------+                     ¦

¦                      ¦    47     ¦   0,537   ¦                     ¦

¦                      +-----------+-----------+                     ¦

¦                      ¦    48     ¦   0,565   ¦Неудовлетворительное ¦

¦                      +-----------+-----------+                     ¦

¦                      ¦    49     ¦   0,593   ¦                     ¦

¦                      +-----------+-----------+                     ¦

¦                      ¦    50     ¦   0,621   ¦                     ¦

¦                      +-----------+-----------+                     ¦

¦                      ¦    51     ¦   0,649   ¦                     ¦

¦                      +-----------+-----------+                     ¦

¦                      ¦    52     ¦   0,677   ¦                     ¦

¦                      +-----------+-----------+                     ¦

¦                      ¦    53     ¦   0,705   ¦                     ¦

¦                      +-----------+-----------+                     ¦

¦                      ¦    54     ¦   73,3    ¦                     ¦

¦                      +-----------+-----------+                     ¦

¦                      ¦    55     ¦   0,76    ¦                     ¦

¦                      +-----------+-----------+                     ¦

¦                      ¦    56     ¦   0,788   ¦                     ¦

¦                      +-----------+-----------+                     ¦

¦                      ¦    57     ¦   0,816   ¦                     ¦

¦                      +-----------+-----------+                     ¦

¦                      ¦    58     ¦   0,844   ¦                     ¦

¦                      +-----------+-----------+                     ¦

¦                      ¦    59     ¦   0,872   ¦                     ¦

¦                      +-----------+-----------+                     ¦

¦                      ¦    60     ¦   0,90    ¦                     ¦

+----------------------+-----------+-----------+---------------------+

¦                      ¦           ¦           ¦                     ¦

+----------------------+-----------+-----------+---------------------+

¦Состояние несущих кон-¦    61     ¦   0,91    ¦                     ¦

¦структивных элементов +-----------+-----------+                     ¦

¦аварийное, а несущих -¦    62     ¦   0,925   ¦                     ¦

¦весьма ветхое. Ограни-+-----------+-----------+                     ¦

¦ченное выполнение кон-¦    63     ¦   0,941   ¦                     ¦

¦структивными элемен-  +-----------+-----------+                     ¦

¦тами своих функций    ¦    64     ¦   0,956   ¦                     ¦

¦возможно лишь после   +-----------+-----------+                     ¦

¦проведения охранных   ¦    65     ¦   0,971   ¦                     ¦

¦мероприятий или полной+-----------+-----------+                     ¦

¦замене конструктивного¦    66     ¦   0,986   ¦                     ¦

¦элемента              +-----------+-----------+                     ¦

¦                      ¦    67     ¦   1,002   ¦Ветхое               ¦

¦                      +-----------+-----------+                     ¦

¦                      ¦    68     ¦   1,017   ¦                     ¦

¦                      +-----------+-----------+                     ¦

¦                      ¦    69     ¦   1,032   ¦                     ¦

¦                      +-----------+-----------+                     ¦

¦                      ¦    70     ¦   1,047   ¦                     ¦

¦                      +-----------+-----------+                     ¦

¦                      ¦    71     ¦   1,063   ¦                     ¦

¦                      +-----------+-----------+                     ¦

¦                      ¦    72     ¦   1,047   ¦                     ¦

¦                      +-----------+-----------+                     ¦

¦                      ¦    73     ¦   1,063   ¦                     ¦

¦                      +-----------+-----------+                     ¦

¦                      ¦    74     ¦   1,108   ¦                     ¦

¦                      +-----------+-----------+                     ¦

¦                      ¦    75     ¦   1,124   ¦                     ¦

¦                      +-----------+-----------+                     ¦

¦                      ¦    76     ¦   1,139   ¦                     ¦

¦                      +-----------+-----------+                     ¦

¦                      ¦    77     ¦   1,154   ¦                     ¦

¦                      +-----------+-----------+                     ¦

¦                      ¦    78     ¦   1,169   ¦                     ¦

¦                      +-----------+-----------+                     ¦

¦                      ¦    79     ¦   1,185   ¦                     ¦

¦                      +-----------+-----------+                     ¦

¦                      ¦    80     ¦   1,20    ¦                     ¦

+----------------------+-----------+-----------+---------------------+

¦                      ¦           ¦           ¦                     ¦

+----------------------+-----------+-----------+---------------------+

¦Конструктивные элемен-¦ Свыше 80  ¦    -      ¦Негодное             ¦

¦ты находятся в разру- ¦           ¦           ¦                     ¦

¦шенном состоянии      ¦           ¦           ¦                     ¦

----------------------+-----------+-----------+----------------------

Примечание:

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