A GREEN INFRASTRUCTURE SDGS Num 11: Approach Planning Design Model Reliability of Permeability and Concrete Quality Rural Roads P3MD Program In Wonogiri Iwan Ristanto(a), Slamet Widodo(b), Satoto Endar Nayono(b)
(a) Student of Faculty of Engineering, Postgraduate Engineering Doctoral Program, Yogyakarta State University
(b)Faculty of Engineering, Postgraduate Engineering Doctoral Program, Yogyakarta State University
Abstract
SDGs Number 11 is the urgency of global action to reduce the impact of climate change and overcome challenges in developing a village road with infrastructure model design planning permeability and quality of rural concrete road construction work that is sustainable and leads to Green Infrastructure. Calculating the input discharge of rainwater seeping into the soil through the pores of road construction and testing the compressive strength of concrete rural roads. Testing the permeability uses a rational classification method based on ASTM and International Nomenclature Darcy ^s. Compressive strength of concrete roads using the Rebound Hammer/Concrete Hammer Test method. The input volume of rainwater seeping into the ground through the pores (run off) of rural roads construction in Wonogiri is 724,866m3. The average compressive strength of concrete roads from the hammer test results is 290kg/cm2>K-225 kg/cm2 than the desired construction- deviation- (S=1.75), coefficient of variation (Kv= 7.35%) Application model RAB Dana Vers.3.1 as hummanitarian engginering technology useful for helping the rural community in civil engineering planning to calculate the take of sheet volume, especially in terms of material pore numbers and the quality of concrete construction for village roads.
Keywords: Green infrastructure, Concrete Rural Roads, Permeability, Quality
