PERHITUNGAN TIANG PANCANG PADA PELAKSANAAN PEMBANGUNAN JEMBATAN MARGOMULYO DI KOTA BALIKPAPAN PADA DINAS PEKERJAAN UMUM PROVINSI KALIMANTAN TIMUR

Abstract

The purpose of this study among others, is to calculate the burden borne on poles,
calculate the bearing capacity of piles based on the data and calculate iron sondir and
calculate the bearing capacity of piles based on the data kalendering. This research was
conducted in the city of Balikpapan Village Margomulyo from June 2012 to October 2012.
Methods of analysis of data on the burden borne bridge piling using the method of data
Kalendering Hilley and Danish Formula and method of data Sondir with Meyerhoff and END
Bearings and Friction. The data collected are then analyzed to determine how much load is
carried by the bridge piles. The results of the calculation of the bearing capacity of piles of
data sondir: point (S - 1) Meyerhoff: 41.09 tons, END Bearing and Friction Pile: 40.89 tons;
point (S - 2) Meyerhoff: 43.12 tons, END Bearings and friction Pile: 47.85 tons; point (S - 3)
Meyerhoff: 45.14 tons, END Bearing and friction Pile: 51.66 tons. Results calculated from
the data piling kalendering: (Kalendering 1) Method Hilley: 144.79 tons, Method Danish:
142.98 tons, Method Benabencq: 221.64 tons; (Kalendering 2) Method Hilley: 111.38 tons,
Method Danish: 112.73 tons, 122.09 tons Benabencq method; (Kalendering 3) Methods
Hilley: 115.61 tons, method Danish: 104.57 tons, method Benabencq: 104.87 tons.