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                <text>Informasi menjadi kebutuhan yang sangat penting saat ini, dengan teknologi, informasi semakin cepat dan mudah untuk didapat. Multimedia merupakan salah satu teknologi informasi, teknologi ini mencakup teks, gambar, animasi, audio, video. Dengan semakin berkembangnya teknologi multimedia, throughput yang diperoleh oleh setiap informasi semakin meningkat, sehingga pengiriman data atau informasi (date rate) membutuhkan waktu atau RTT yang semakin lama. Salah satu upaya mengatasi permasalahan RTT ini adalah menggunakan teknik penggabungan beberapa channel yang berdekatan atau yang disebut dengan Channel Bonding. Pada penelitian ini dilakukan pengujian menggunakan metode Channel Bonding untuk menganalisis kinerja link wifi IEEE 802.11n dengan mengamati hasil keluaran throughput, RTT, packet loss. Pengujian ini dilakukan pada link Lampriet-Darussalam. Dari hasil pengujian menunjukkan bahwa throughput yang di dapat dengan penerapan metode Channel Bonding dapat meningkatkan throughput  sampai 33,200 kbps sedangkan Non-Channel Bonding throughput mencapai 13,200 kbps, dan lebih optimal kinerja pada frekuensi 5,180 GHz.Kata Kunci: Kinerja, HT-PHY, link wifi IEEE 802.11N, Channel Bonding</text>
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                <text>KAJIAN EVALUASI KESELAMATAN INFRASTRUKTUR JALAN UNTUK MENGURANGI POTENSI TERJADINYA KECELAKAAN BERKENDARAAN (STUDI KASUS JALAN NASIONAL LINTAS TIMUR PROV. ACEH BATAS KOTA BANDA ACEH - KM.77)</text>
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                <text>KINERJA CAMPURAN ASPAL EMULSI DINGIN TANPA DAN DENGAN TUNDAAN PEMADATANOleh :Amri Yan SunantoNIM. 1209200060111Komisi Pembimbing :1.Dr. Ir. Sofyan M. Saleh, M.Sc.Eng2.Dr. Ir. M. Isya, MTABSTRAKCampuran Aspal Emulsi Dingin (CAED) merupakan campuran aspal yang cocok digunakan untuk pemeliharaan rutin jalan. CAED memerlukan penguapan air untuk proses pelekatan aspal ke agregat sehingga campuran aspal ini dapat ditunda pemadatannya. Penundaan pemadatan pada CAED sejalan dengan proses penambalan lubang pada jalan yang lokasinya tidak sama dan lokasinya dipelosok yang jauh dari Asphalt Mixing Plant (AMP). Penelitian ini bertujuan untuk mengetahui Kadar Aspal Residu Optimum (KARO) pada CAED bergradasi rapat tipe IV, mengetahui parameter Marshall pada CAED tanpa tundaan dan dengan tundaan pemadatan (12, 24, 36, 48) jam dengan masa pengkondisian campuran (0, 1, 3, 7) hari dan untuk mengetahui pengaruh perubahan parameter Marshall pada CAED dengan penambahan semen 1% terhadap berat total agregat pada saat dipadatkan. CAED menggunakan agregat dari Sungai Krueng Aceh dan Aspal Emulsi tipe CSS-1h. Penelitian ini menggunakan metode yang mengacu pada Spesifikasi Khusus Bina Marga 1991 dan The Aspalt Institute,1989 (MS-14). Nilai KARO didapat pada kadar aspal 7% terhadap berat total campuran yang memberikan nilai parameter Marshall seperti stabilitas rendaman 608 kg, stabilitas kering 856 kg, stabilitas sisa 71% (Spek. ? 50%), voume pori 11% (Spek. 5-10%), penyerapan air 3% (Spek. ? 4%), Tebal Film Aspal 19 ?m dan kepadatan kering 2,152 gr/cm3. CAED tanpa dan dengan tundaan pemadatan (12, 24, 36, 48) jam telah memenuhi spesifikasi dengan stabilitas ? 300 kg, dan mengalami peningkatan stabilitas seiring dengan masa kondisi (0, 1, 3, 7) hari. CAED tanpa dan dengan tundaan pemadatan memberikan stabilitas tertinggi masa kondisi 7 hari. Berdasarkan hasil penelitian Penambahan semen 1% terhadap berat total agregat memberikan peningkatan stabilitas pada umur awal campuran dan selama masa tundaan pemadatan, stabilitas CAED akan dipengaruhi oleh penguapan kadar air.Kata Kunci : CAED, Pemeliharaan Jalan, Aspal Emulsi, Tundaan pemadatan.THE PERFORMANCE OF COLD ASPHALT EMULSION MIXTURES WITHOUT AND WITH DELAY COMPACTIONby :Amri Yan SunantoStudent Reg. No. 1209200060111Commite of Supervisory :1.Dr. Ir. Sofyan M. Saleh, M.Sc.Eng2.Dr. Ir. M. Isya, MTABSTRACTCold Asphalt Emulsion Mixtures (CAEMs) is suitable asphalt mixture used for roads routine maintenance. CAEMs requires evaporation of water to process aggregate asphalt adhesion, therefore the compacting asphalt mixture can be delayed. CAEMs compaction delay in line with the process of patching a pothole which is not located in the same location and the location is in remote areas far from the Asphalt Mixing Plant (AMP). This study aims to determine the Optimum Residual Asphalt Content (ORAC) in CAEMs within aggregate dense graded type IV. knowing the Marshall parameters on CAEMs without delay and with delay compaction (12, 24, 36, 48) hours with a mixture of conditioning period (0, 1, 3 , 7) days and to determine the influence of Marshall parameter changes on CAEMs by adding 1% of cement by mass of total aggregates when compacted. CAEMs using the aggregate of the river Krueng Aceh and Asphalt Emulsion type of CSS-1h. This study is used a method that refers to Specification of Bina Marga 1991 and The Asphalt Institute 1989 (MS-14). ORAC value is obtained from the bitumen content of 7% by weight of total mixture that gives the value of Marshall parameters such as the Soaked stability 608 kg, dry stability 856 kg, the Percent loss of stability 71% (Spec. ? 50%), porosity 11% (Spec. 5-10%), water absorption 3% (Spec. ? 4%), Asphalt Film Thickness 19 ?m and dry bulk density 2.152 g/cm3. CAEMs without and  delay compaction (12 ,24 ,36 ,48) hours has adequated specifications with stability ? 300 kg, and increased stability in line with conditions period (0, 1, 3, 7) days. CAEMs without and with delay compaction during the 7-day conditions provide the highest stability, Based on the results, the addition 1% of cement by mass of total aggregates provides improved stability at the early age and during the delay compaction mixture, CAEMs stability will be affected by evaporation of waterKeywords :CAEMs, Road Maintenance, Asphalt Emulsion, Delay Compaction</text>
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                <text>KINERJA CAMPURAN ASPAL EMULSI DINGIN TANPA DAN DENGAN TUNDAAN PEMADATAN</text>
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                <text>Banda Aceh</text>
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                <text>PELAKSANAAN MANAJEMEN KURIKULUM PADA SMA NEGERI 1 BUENGCALA PELAKSANAAN MANAJEMEN KURIKULUM PADA SMA NEGERI 1 BUENGCALA KABUPATEN ACEH BESAR</text>
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                <text>PELAKSANAAN MANAJEMEN KURIKULUMPADA SMA NEGERI 1 BUENGCALAKABUPATEN ACEH BESAROleh:Amri Yusuf LubisNIM:08092000050143Komisi Pembimbing:1.Dr. Djailani AR, M.Pd2.Dr. Khairuddin, M.PdABSTRAKKurikulum sekolah menengah merupakan seperangkat pengalaman belajar yang dirancang untuk siswa sekolah menengah dalam usaha mencapai tujuan pendidikan. Untuk itu, diperlukan suatu pola pengelolaan yang memadai, yang disebut dengan manajemen kurikulum. Tujuan penelitian ini adalah untuk mengetahui pelaksanaan manajemen kurikulum pada SMA Negeri 1 Buengcala Kabupaten Aceh Besar dalam hal perencanaan, pelaksanaan dan hambatan. Penelitian ini menggunakan metode deskriptif dengan pendekatan kualitatif. Teknik pengumpulan data dilakukan melalui wawancara, observasi, dan dokumentasi. Subjek penelitian ini adalah: kepala sekolah, wakil kepala sekolah bidang kurikulum, dan guru. Hasil penelitian menunjukkan: (1) Perencanaan kurikulum dimulai dari pengembangan silabus dengan merancang pembelajaran yang berisi rencana materi ajar,  pengelompokan materi, dan penyajian materi hal ini dapat dilihat dari  program tahunan, program semester, rencana pelaksanaan pembelajaran, kriteria ketuntasan minimal; (2) Pelaksanaan manajemen kurikulum yang dilakukan oleh guru untuk melaksanakan pembelajaran yang meliputi pengembangan silabus, program tahunan, program semester, rencana pelaksanaan pembelajaran, criteria ketuntasan minimal serta peran guru dalam pelaksanaan manajemen kurikulum juga pengambilan keputusan dan mengimplementasikan program pengajaran; (3) Diperlukan pembinaan dari kepala sekolah dan komitmen guru untuk melaksanakan kurikulum di SMA Negeri 1 Buengcala, sehingga guru-guru yang memiliki komitmen mendapatkan penghargaan dan sebaliknya.Kata Kunci: Manajemen Kurikulum</text>
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