Jembatan Keramat (Kampung 6) Kota Tarakan merupakan jembatan utama untuk akses jalan menuju perkotaan yang sangat penting bagi pengguna jalan. Penelitian terhadap slab jembatan dilakukan guna untuk memperhatikan kondisi jembatan. Berdasarkan hasil analisa menggunakan dengan metode Moving Load dengan menggunakan aplikasi SAP 2000 diketahui momen total akibat beban mati, beban hidup dan moving load masih berada di bawah batas dari Nilai Momen Ultimit Slab Jembatan sebesar MR > Mult ; 77,63 Ton.m > 62,20 Ton.m. Dan Untuk besaran deformasi vertikal terhadap beban Trailer diperoleh sebesar 34,05 mm, dan jika terhadap beban Truk Bumix sebesar 31,05 m masih memenuhi standar lendutan yang ditetapkan dalam SNI sebesar L/240 = 50 mm. Dengan demikian kapasitas beton Slab Jembatan terhadap lendutan masih mampu menahan berbagai beban lalu lintas.

Keramat Bridge (Kampung 6) in Tarakan city is the major bridge for street access to the downtown that is very important for the citizen. The research on bridge slab was done to notice the bridge condition. Based on the analysis result by using moving load method with SAP 2000 application was known that the total of the go out load, run load and moving load was still below of limit from Ultimit Moment Value of bridge slab that was MR > Mult; 77,63 Ton.m > 62,20 Ton.m. And for the vertical deformation mulberry on trailer load was gained 34,05 mm, and if on the bumix truck load was 31,05 m was still fulfill the sag standard that had been determined by SNI that was L/240 = 50 mm. Therefore that concrete capacity of bridge slab toward deformation was still capable to hold back certain of traffic load.