Pemodelan takrikan pergerakan kendaraan pada studi kasus pada banyaknya variasi kedai kopi di Kota Banda Aceh yang mengakibatkan kemacetan pada jalan disekitar karena kebayakan kedai kopi. Hal ini dikarenakan meningkatnya tarikan arus lalu lintas yang banyak dan dengan alur tersebut sangat terbeban apabilan melewati jalur kedai kopi untun menuju pusat kegiatan tersebut. Yang berda di daerah kota banda aceh. Survei pada penelitian ini adalah  Solong (Ulee Kareng), Zakir (Darussalam), Daphu Kupi (Sp. Surabaya), Cut Nun (Jeulingke), 3 in 1 (Lampineung), Taufik Kupi (Pocut Baren) dan VIAIPI (Batoh), dengan cara menyebarkan kuesioner secara acak kepada 100 pengunjung/pengendara sepeda motor dan 52 pengunjung yang mengendarai mobil. Berdasarkan analisis statistik menunjukkan model tarikan pergerakan ditinjau dari karakteristik pengunjung untuk mobil: Y1= 0,338 + 0,420Z1+ 0,035 Z5 dimana: Z11 = usia dan Z = jumlah pendapatan keluarga, dengan nilai determinasi sebesar 0,779 dan untuk sepeda motor: Y =4,452 + 0,350 Z1 – 0,001 Z4 +  0,010 Z5 dimana: Z1 = usia, Z4 = biaya perjalanan, dan Z = jumlah pendapatan keluarga, dengan nilai determinasi sebesar 0,6111.

Infrastructure development is one of the sectors currently being pursued by the government to support the standard of living of the people, in order to lead to the era of globalization. In this context, various regions have been marked by the development of the residential sub-sector which aims to support smooth transportation, the economy from one region to another. To anticipate traffic flow on the Leung Daneun-Awe Geutah road, Peusangan Siblah Krueng District, Bireuen Regency. One way is to overlay or add thickness and smoothen the existing road surface, so that with this effort it can smoothen traffic density in Peusangan Siblah Krueng District with a length of STA 0+000 to STA 5+000 where the road length is 5 km with a road width of 9 meters, with work scheduling management for 34 days while the consultant's planning time is 58 days, the difference obtained is 24 days, thus the author's scheduling results are more effective than the consultant's planning time. In implementing this road project, it is necessary to have a method of dealing with and preventing problems in the field. In order to prevent various problems in the field, it is necessary to create a resource utilization program that includes programs for employee, equipment, materials, work methods and implementation.

The rapid increase in traffic volume will lead to a lower level of road service, so that the traffic flow on the road becomes less smooth. To overcome this situation, efforts are needed, including repairing the pavement layer, one of which is the subbase layer. To determine the bearing capacity and degree of density of the subbase course, CBR field and Sand Cone tests are carried out. The purpose of this study was to analyze the relationship between the CBR value and the Sand Cone, the data were from the results of field and laboratory tests carried out by the executor, the CBR test results obtained were between 60.27% and 72.87% while the Sand Cone was between 59.88% and 62. .71% but after an average CBR and Sand Cone values become 62.48% and 60.44%. From the results of the Product Moment correlation test, a correlation value of -0.225 was obtained. This shows a negative relationship between CBR and Sand Cone values. Furthermore, from the results of the correlation coefficient significance test, it was obtained that t count = -0.730, this t count value is smaller than t table= 2.228 with degrees of freedom 12 -2 = 10 and an error rate of 5% for the 2-party test, so it can be concluded that Ho is accepted and H1 is rejected. This means that there is no significant correlation between CBR and Sand Cone values.