Persoalan utama yang terjadi pada transportasi darat adalah pertambahan kendaraan dan. Hal ini perlu adanya perhatian dari pemerintah baik pusat maupun daerah untuk mempehatikan faktor tersebut. Tujuan dari penelitian ini adalah dengan mengkaji perencanaan jalan pada Jalan Kh Shiddiq – Kh Agus Salim Jember. Langkah – langkah dalam penyelesaian mengetahui lokasi penelitian. Disamping itu ingin mengetahui perkembangan lalu lintas 10 tahun kedepan pada Jalan Kh Shiddiq – Kh Agus Salim Jember. Pada penelitian ini, menghitung kapasitas pelayanan jalan (DS), alinyamen horisontal (full circle),(transtation curve) , Tebal Perkerasan kaku Metode AASHTO, debit saluran drainase exsiteng dan prasarana / pelengkap jalan. Dari hasil analisa data/pehitungan didapat DS=0.804 (U) dan DS=1,058 (S) alinyemen horisontal (geometrik) perbandingan LC lapangan dan LC analisa = 161,00 meter : 47,097 meter ( maka tidak diperlukan redesain). Untuk tebal perkerasan kaku slab thickness= 7 inchi dan luasan penulangan memanjang=514,3 mm2 , melintang=204,05 mm2 , dimensi saluran drainase perkotaan tidak ada perubahan dimensi karena Qsal > Qrec dan prasarana tambahan bangunan jalan di gunakan lampu jalan kota sesuai spesifikasi bina marga. Dari hasil penelitian ini di inginkan untuk kenyamanan pengendara bermotor yang melewati. Disamping itu, perlunya melakukan penelitian lebih lanjut tentang perhitungan tebal perkerasan kaku Metode AASHTO, mengingat Jalan Kh Shiddiq – Kh Agus Salim banyak kemacetan, kecelakaan, adanya volume kendaraan tinggi. maka di adakan pelebaran ruas jalan dari perumahan tegal besar menuju pasar tanjung.

The main problem regarding land transportation is the increase on the number of vehicle. This issue needs to be addressed by both local and central government. The objective of this research is to examine the road planning at Kh Shiddiq – Kh Agus Salim Street, Jember. The stages in completing the research include determining the research site. In addition, this research is also intended to find out the progress of the traffic within the next 10 years at Kh Shiddiq – Kh Agus Salim Street, Jember. The activities covered in this research include the road capacity (DS), horizontal alignment (full circle),(transtation curve), the thickness of the rigid pavement model AASHTO, the debit of the exit drainage system, as well as road facilities. Based on the data analysis/calculation, it was found that DS=0.804 (U) and DS=1,058 (S) horizontal alignment (geometric), the comparison between field LC and analyzed LC = 161,00 meter : 47,097 meter ( no re-designing needed). Regarding the rigid pavement, the slab thickness=7 inches while the width of the longitudinal bar =514,3 mm2 , and transverse bar=204,05 mm2. The dimension of the rural drainage system did not need to be modified since Qsal > Qrec and the additional facilities are being employed as the media for road lighting in accordance with the Road Services (Bina Marga)specification. The results of this research reveal that vehicle users demand more comfort when utilizing the road. Also, further research regarding calculation of the slab thickness of the rigid pavement through AASHTO is an important issue, considering that Kh Shiddiq – Kh Agus Salim Street has contributed higly to traffic jam, traffic accident, as well as high volume of the vehicle. Thus, the road road expansion from Tegal Besar Housing to Tanjung market becomes high priority, respectively.

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