D.I.G

AMOUD UNIVERSTIY DATE: 4/12/2014

FUCALT ENGINEERING CONTACT NO: 063-4217888

DEPARTMENT CIVIL ENGINEERING SUPERVISOR:

STEPS TAKING LEVELING:

1) choose the road 2) collect the instrument such as staff, theodolite, or leveling, measurement, and the papers to

collect the data you will take.3) Decide the distance intervals4)

Distance B.S I.S F.S H.L RL FL MB 1.655 101.655 100 L 1.32 100.335 0 C 1.205 100.45 100.45 R 1.218 100.437 L 0.465 101.19

25 C 0.36 101.295101.242

5 R 1.71 0.395 102.97 101.26 L 0.985 101.98550 C 0.808 102.162 102.035 R 0.862 102.108 L 0.15 102.82

75 C 0.01 102.96102.827

5 R 2.65 0.03 105.59 102.94 L 2.085 103.505 100 C 1.97 103.62 103.62 R 2.03 103.56 L 1.335 104.255125 C 1.25 104.34 104.09 R 1.312 104.278 L 0.7 104.89150 C 0.555 105.035 105.56

D.I.G

R 0.608 104.982 L 0.47 105.12175 C 0.31 105.28 105.03 R 0.285 105.305 L 0.18 105.141200 C 0.09 105.5 105.5 R 3.06 0.125 108.525 105.465 L 2.785 105.74

225 C 2.67 105.855105.773

8 R 2.69 105.835 L 2.525 106

250 C 2.425 106.1106.087

5 R 2.42 106.105 L 2.36 106.165

275 C 2.19 106.335106.381

3 R 2.105 106.42

L 2106.525

2300 C 1.85 106.675 106.675 R 1.745 106.78 L 1.695 106.83

325 C 1.45 107.075107.216

3 R 1.352 107.173 L 1.4 107.125

350 C 1.09 107.435107.757

5 R 0.983 107.542 L 0.868 107.657

375 C 0.585 107.94108.298

8 R 3.925 0.495 111.955 108.03 L 3.35 108.605400 C 3.115 108.84 108.84 R 3.03 108.925 L 1.865 110.09

425 C 1.639 110.316110.256

3 R 1.59 110.365 L 0.225 111.73450 C 0.05 111.905 111.672

D.I.G

5 R 3.93 0 115.885 111.955 L 2.61 113.275

475 C 2.455 113.43113.088

8 R 2.363 113.522 L 1.51 114.375500 C 1.38 114.505 114.505 R 1.345 114.54 L 0.79 115.095

525 C 0.65 115.235114.842

5 R 0.7 115.185 L 0.265 115.62550 C 0.08 115.805 115.18 R 1.46 0.185 117.16 115.7 L 1.08 116.08

575 C 0.929 116.231115.517

5 R 0.915 116.245 L 1.4 115.76600 C 1.305 115.855 115.855 R 1.345 115.815 L 2.33 14.83

525 C 2.185 114.975115.062

5 R 2.285 114.875 L 3.31 113.85650 C 3.175 113.985 114.27 R 0.325 3.25 114.235 113.91 L 1.18 113.055

675 C 1.028 113.267113.477

9 R 1.165 113.07 L 2.69 111.545700 C 1.55 112.685 112.685 R 1.66 112.575 L 2.2 112.035

725 C 2.16 112.075112.182

5 R 2.31 111.925 L 2.745 111.49750 C 2.84 111.395 111.68 R 3.068 111.167

D.I.G

L 3.23 111.005

775 C 3.27 110.965111.177

5 R 0.95 3.46 111.725 110.775 L 0.942 110.783 800 C 1.05 110.675 110.675 R 1.02 110.705 L 2.63 109.095825 C 2.69 109.035 109.415 R 2.835 108.89 L 3.885 107.84850 C 3.965 107.76 108.155 R 4.225 107.5 L 4.805 106.92875 C 4.775 106.95 106.895 R 1.3 4.39 108.635 107.225 L 3.075 105.56900 C 3 105.635 105.635 R 3.005 106.63 L 1.62 107.015

925 C 1.535 107.1106.077

5 R 1.61 107.025 L 0.78 107.855950 C 0.725 107.91 106.52 R 0.81 107.825 L 0.985 107.65

975 C 0.835 107.8106.962

5 R 0.77 107.865 L 1.33 107.3051000 C 1.23 107.405 107.405 R 1.275 107.36

FORMULES

1) HI =RL+B.S2) RL=HI-F.S OR I.S

D.I.G

3) F.L ¿LRL−FRLDISTACE

∗DISTACE INTERVEL=ANSWER+FL

Solution for F.L

0 -100 103.62−100.45

100∗25 = 0.7925+100.45=101.2425

0.7925+101.295 =

100-200 105.5−103.62

100∗25 =0.47 + 103.62 =104.09

DISTANCE RL FL

0 100.45 100.4525 101.295 101.242550 102.162 102.03575 102.96 102.8275

100 103.62 103.62125 104.34 104.09150 105.035 105.56175 105.28 105.03200 105.5 105.5225 105.855 105.7738250 106.1 106.0875275 106.335 106.3813300 106.675 106.675325 107.075 107.2163350 107.435 107.7575375 107.94 108.2988400 108.84 108.84425 110.316 110.2563450 111.905 111.6725475 113.43 113.0888500 114.505 114.505525 115.235 114.8425550 115.805 115.18575 116.231 115.5175600 115.855 115.855625 114.975 115.0625

D.I.G

650 113.985 114.27675 113.267 113.4779700 112.685 112.685725 112.075 112.1825750 111.395 111.68775 110.965 111.1775800 110.675 110.675825 109.035 109.415850 107.76 108.155875 106.95 106.895900 105.635 105.635925 107.1 106.0775950 107.91 106.52975 107.8 106.9625

1000 107.405 107.405

D.I.G