Page 94 - Proceeding The 2nd International Seminar of Science and Technology : Accelerating Sustainable Innovation Towards Society 5.0
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nd
               The 2  International Seminar of Science and Technology
               “Accelerating Sustainable innovation towards Society 5.0”
               ISST 2022 FST UT 2022
               Universitas Terbuka
               test. The CBR value is used as the basis for planning the next road
               embankment  pavement,  depending  on  the  desired  road  class.  The
               higher the CBR value, the better the subgrade condition. If the original
               soil  has  a  low  bearing  capacity,  the  road  construction  will  quickly
               experience damage [9].
               One of the parameters that becomes a benchmark in determining the
               ability  of  the  soil  in  making  transportation  facilities  as  roads  is  the
               carrying  capacity  of  the  soil  in  the  form  of  the  CBR  value.  The
               requirements for the bearing capacity of the soil to be categorized as
               good are if the CBR value based on field testing is 3% and based on
               the  laboratory  the  value  is  6%.  While  soils  that  do  not  meet  these
               requirements Peat soils tend to have low CBR values  ranging from
               2.595%  -  5.709%  [10].  The  CBR  value  can  be  increased  by
               compaction,  which  in  practice  will  refer  to  the  optimum  moisture
               content and maximum dry density. However, if the CBR value does
               not meet the required carrying capacity, after a laboratory compaction
               test using the standard proctor method is carried out on the original
               soil, it is necessary to mix or replace it with soil with a better CBR value
               [11].
               California  Bearing  Ratio  According  to  SNI  1744-2012  is  the  ratio
               between the penetration load of a type of material and the standard
               load  at  the  same  penetration  depth  and  speed.  California  Bearing
               Ratio is a comparison between the test load and standard load with
               the  same  depth  and  speed  of  penetration  and  is  expressed  as  a
               percentage, and the purpose of the CBR experiment is to determine
               the value of the bearing capacity of the soil in maximum density. As
               well  as  CBR  testing  is  used  to  evaluate  the  potential  strength  of
               subgrade materials, sub-bases and foundations, including materials
               that are recycled for road and airfield pavements.
               Laboratory CBR testing is carried out on several specimens, generally
               depending on the moisture content of compaction and the dry density
               to be achieved. In general, the laboratory CBR testing (according to
               the stages) includes the preparation of equipment, material samples
               and  test  samples,  compaction,  determination  of  the  wet  mass  and


               ISST 2022 – FST Universitas Terbuka, Indonesia             73
               International Seminar of Science and Technology “Accelerating Sustainable
               Towards Society 5.0
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