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This study aims to see the stability of the bearing capacity towards the Shear, Bolt, Landslide on the bridge. From the results of the study, the bridge obtained a total weight of 85251.8 kg / m ^ ҆ 85.25 Ton / m 'with' Soil Cohesion 10 kg / cm2 ∂ Soil 17.9 kg / cm2 Active soil coefficient 0.40 kg / m2 stability against 2.84&gt; 1.5 shear safe against ground shear force. The rolling factor with a value of 1.9&gt; 1.5 is safe against rolling forces, the slope of the bearing capacity is 4.55&gt; 2.5 safe against landslides.