Abstract
Mopah airport has one runway that is supported by an apron which is located at a distance of 472 m from touch down to the size of 18.560 m2. Apron between the runway with two lines connected to the taxiway. One of the airside facilities Mopah Merauke airport is the runway strip that serves as a countermeasure state of emergency when the air out of the runway failure when landing or taking off. the objective of this study is to redesign the runway strip by evaluating geometric, cut and fill and CBR in Merauke Mopah Airportusing KP. 39 in 2015, KP. 93 The year 2015 and KP. 576 in 2011. The data taken is the carrying capacity of the soil and ground elevation using test equipment Theodolite and Dynamic Cone Parameter. Results of testing the design of the runway strip Merauke Mopah Airport with dimensions of the runway with a length of 2500 m and a width of 45 m with the code type “4.C”, obtained the runway strip width of 150 m plan right side and the left side of 150 m. CBR value of research in getting 9.93% which comply with minimum CBR value that is 6%, and a transverse slope of the runway strip elevation plan by 0.8%, to meet the slope of the runway strip elevation plan of each cross-section the importance of the volume of cut and fill with amounting to 174,205.00 m3 to 3008.80 m3 excavation and embankments.
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