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1 SECTION A :50 MARKS BAHAGIAN A :50 MARKAH INSTRUCTION: This section consists of TWO (2)structured questions.answer ALL questions. ARAHAN : Bahagian ini mengandungi DUA (2) soalan struktur. Jawab SEMUA soalan. QUESTION 1 SOALAN 1 (a) List FIVE (5) classifications of surveying. Senaraikan LIMA (5) klasifikasi dalam ukur. [5 marks] [5markah] Explain briefly FOUR (4) usages of levelling in Civil Engineering. Terangkan dengan ringkas EMPAT (4) kegunaan Ukur Aras dalam Kejuruteraan awam. [8 marks] [8markah] 2 SULIT

2 Using the Height Of Colimation Method, calculate the reduced level for each point and show the arithmetic checking. Dengan menggunakan kaedah Tinggi Garis Kolimatan, kirakan nilai aras laras bagi setiap titik dan tunjukkan semakan arimatik. BS IS FS HOC Reduced Level Remarks BM = m A B C D E F G H TBM = m [12 marks] [12markah] QUESTION 2 SOALAN 2 (a) Briefly describe the purposes of engineering surveying given below: Terangkan secara ringkas tujuan ukur kejuruteraan berikut: i. Levelling Surveying Ukur Aras ii. Theodolite Surveying Ukur Tiodolit [ 5 marks ] [ 5markah ] 3 SULIT

3 Explain briefly the following: Terangkan secara ringkas yang berikut: i. THREE (3) types of theodolite axis with the aid of the diagram. TIGA (3) jenis paksi utama tiodolit dengan bantuan gambarajah. ii. THREE (3) steps of a Temporary Adjustment TIGA (3) langkah melaksanakan Pelarasan Sementara. iii. THREE (3) reason the theodolite needs Permanent Adjustment TIGA (3) alasan alat tiodolit memerlukan PelarasanTetap [ 10 marks ] [ 10markah ] Table A2 shows the bearings and distances of a closed traverse. Jadual A2 menunjukkan bacaan bering dan jarak bagi satu terabas tertutup. Table A2 / Jadual A2 Line Bearing Distance ʹ 00ʺ ʹ 00 ʺ ʹ 00 ʺ ʹ 00 ʺ ?? Calculate: i. Latitude and Departure for each line. Latit dan Dipat setiap garisan ii. Missing bearing and distance for line 5 1 Bering dan jarak yang hilang bagi garisan 5-1 [ 10 marks ] [ 10markah ] 4 SULIT

4 SECTION B :50 MARKS BAHAGIAN B :50 MARKAH INSTRUCTION: This section consists of FOUR (4) structured questions.answer TWO (2) questions only. ARAHAN: Bahagian ini mengandungi EMPAT (4) soalan berstruktur. Jawab DUA (2) soalan sahaja. QUESTION 1 SOALAN 1 (a) State TWO ( 2 ) principles of levelling based on fundamental surveying. Nyatakan DUA (2) prinsip ukur aras berdasarkan asas pengukuran. [ 3 marks ] [3 markah ] Calculate the value for RL for each point by using Rise and Fall method and show the arithmetic checking by referring to the Table B1 below : Kirakan nilai aras laras untuk setiap titik dengan menggunakan kaedah Naik dan Turun dan tunjukkan semakan arimatik dengan merujuk kepada Jadual B1 di bawah: 5 SULIT

5 Table B1/ Jadual B1 BS IS FS RISE FALL RL REMARKS BM STAF A( CP1) STAF B ( CP2 ) STAF C ( CP 3 ) STAF D ( CP 4 ) STAF E ( CP 5 ) BM [9 marks] [9 markah ] Table B1 shows a page of levelling book from which several values are missing. Complete the page and fill all the missing (X) entries. Jadual B1 menunjukkan pembukuan ukur aras yang kehilangan beberapa data. Lengkapkan kesemua data yang hilang (X) itu. 6 SULIT

6 Table B1 / Jadual B1 BACK INTER. FORE RISE FALL REDUCED REMARKS SIGHT SIGHT SIGHT LEVEL BM ( m) X X X X X X X CP X CP X X X X X QUESTION 2 SOALAN 2 [13 marks] [13 markah] (a) State THREE (3) common sources of errors in levelling. Nyatakan TIGA (3) kesilapan yang biasanya berlaku dalam kerja ukur aras. [ 3 marks] [3 markah] 7 SULIT

7 Calculate the value of the empty spaces in the leveling table below. Kira nilai pada ruang kosong pada jadual ukur aras di bawah. BS IS FS HOC RL REMARKS a b BM c A d B e C(CP) f D h g E(CP) i TBM [9 marks] [9 markah] Based on the data from Question 2, calculate the values of Final Reduced Level. Berdasarkan data daripada soalan 2, kirakan nilai Aras Laras Akhir. [13 marks] [13 markah] 8 SULIT

8 QUESTION 3 SOALAN 3 (a) Name the theodolite components as labeled a, b, c, d, e and f in Figure B3. Namakan komponen-komponen teodolit yang bertanda a, b, c, d, e dan f dalam Rajah B3. [3 marks] [3 markah] Figure B3 / Rajah B3 9 SULIT

9 Temporary adjustment of theodolite is divided into THREE (3) levels. Explain briefly the followings: Peralasan Sementara Teodolit terbahagi kepada TIGA (3). Terangkan dengan ringkas seperti berikut: (i) Setting up the theodolite Mendirisiap dan memusat tiodolit (ii) Levelling up Melaraskan tiodolit (iii) Focusing of the eyepiece Menghilangkan bezalihat [9 marks] [9 markah] Based on the Table B3, calculate the correction for the traversed data below. Berdasarkan kepada Jadual B3, kirakan pembetulan cerapan bagi kerja terabas di bawah. Table B3 / Jadual B3 [13 marks] [13 markah] Garisan Penyilang Kiri Penyilang Kanan 2-1 Datum dari PC SULIT

10 QUESTION 4 SOALAN 4 (a) Define the terms face left and face right for theodolite. Berikan definasi bagi terma penyilang kiri dan penyilang kanan untuk alat teodolit. [3 marks] [3 markah] Table B4 shows the bearing and distance for closed traverse. Jadual B4 menunjukkan bering dan jarak bagi terabas tertutup. Table B4 / Jadual B4 STN BEARING DISTANCE Calculate Latitude and Departure for this traverse. Kira Latit dan Dipat bagi trabas tersebut. [9 marks] [9 markah] 11 SULIT

11 Based on the data from Question 4, calculate the Corrected Latitude and Departure by using Bowditch method. Berdasarkan data daripada soalan 4, kirakan Latit dan Dipat Yang Dibetulkan dengan menggunakan kaedah Bowditch. [13marks] [13 markah] SOALAN TAMAT 12 SULIT

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