land survey & road quantities

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LAND SURVEY & ROAD QUANTITIES

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LAND SURVEY & ROAD QUANTITIES. ROAD-MASTER LAND SURVEY & ROAD QUANTITIES. LAND SURVEY. ROAD QUANTITIES. Contour Drawing 3D Ground View L / Cross Sections Cutting / Filling Quantities. Cross Section Details Earthwork Quantities Non Earthwork Quantities Canals / Trenches / Railways. - PowerPoint PPT Presentation

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Page 1: LAND SURVEY & ROAD QUANTITIES

LAND SURVEY & ROAD QUANTITIES

Page 2: LAND SURVEY & ROAD QUANTITIES

ROAD-MASTER

LAND SURVEY & ROAD QUANTITIES

LAND SURVEY ROAD QUANTITIES

Contour Drawing

3D Ground View

L / Cross Sections

Cutting / Filling Quantities

Cross Section Details

Earthwork Quantities

Non Earthwork Quantities

Canals / Trenches / Railways

Page 3: LAND SURVEY & ROAD QUANTITIES

Land Surveying Module

Page 4: LAND SURVEY & ROAD QUANTITIES
Page 5: LAND SURVEY & ROAD QUANTITIES
Page 6: LAND SURVEY & ROAD QUANTITIES

CONTOUR PLANCONTOUR PLAN

Page 7: LAND SURVEY & ROAD QUANTITIES

3D View of Ground Profile3D View of Ground Profile

Page 8: LAND SURVEY & ROAD QUANTITIES

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Page 9: LAND SURVEY & ROAD QUANTITIES

Earthwork Quantity Calculations

Quantity Calculations=====================Datum Height Assumed : 80.000Volume of Original Profile : 183735.625Volume of Proposed Profile : 187200.000Total Excavation : 21511.337Total Filling : 24975.712Net Filling : 3464.375

Sectional AreasGrid Original Area Proposed AreaX:0.0000 A1 : 959.650 A1 : 1040.000X:10.000 A2 : 945.125 A2 : 1040.000X:20.000 A3 : 983.300 A3 : 1040.000

Trapezoidal formula : V = D/2 { A1 + 2A2 + 2A3 + ... 2An-1 + An } Original Profile Volume = 183735.625 Proposed Profile Volume = 187200.000

Prismoidal formula : V =D/3{ A1 + 4A2 + 2A3 + 4A4 + 2A5 +...2An-2 + 4An-1 + An } Original Profile Volume = 183947.250 Proposed Profile Volume = 187200.000

Page 10: LAND SURVEY & ROAD QUANTITIES

Earthwork Embankment Quantities

Black-OGLRed-PRL

Page 11: LAND SURVEY & ROAD QUANTITIES

Non-Earthwork Layer Quantities

Pink-UGBT

Red-CRBT

Black-EMBTBlue-LGBT

Page 12: LAND SURVEY & ROAD QUANTITIES

Road Quantities Sample Output

-------------------------------------------------------------------------------------------------------------------------------------ENSOFT: ROAD MASTER PROGRAM REPORT-------------------------------------------------------------------------------------------------------------------------------------

QUANTITY STATEMENT-------------------

-------------------------------------------------------------------------------------------------------------------------------------------------------------------------Chainage Soil Filling Soil Cutting Soft Rock Cutting Hard Rock Cutting BC Removal Remark Section Mean Qty Section Mean Qty Section Mean Qty Section Mean Qty Section Mean Qty Area Area (CuM) Area Area (CuM) Area Area (CuM) Area Area (CuM) Area Area (CuM)------------------------------------------------------------------------------------------------------------------------------------------------------------------------- 0 177.781 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 No FDN/HRL 10 178.545 178.163 1781.632 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 No FDN/HRL 20 173.858 176.201 1762.015 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 No FDN/HRL 30 201.183 187.521 1875.206 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 No FDN/HRL 40 104.432 152.808 1528.078 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 No FDN/HRL 50 90.090 97.261 972.609 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 No FDN/HRL 60 93.385 91.738 917.376 0.052 0.026 0.261 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 No FDN/HRL 70 112.201 102.793 1027.934 0.924 0.488 4.880 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 No FDN/HRL 80 145.914 129.058 1290.576 0.000 0.462 4.618 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 No FDN/HRL 90 160.717 153.315 1533.153 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 No FDN/HRL 100 183.257 171.987 1719.868 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 No FDN/HRL 110 201.320 192.288 1922.883 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 No FDN/HRL 120 193.913 197.616 1976.162 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 No FDN/HRL 130 179.860 186.886 1868.864 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 No FDN/HRL 140 120.004 149.932 1499.322 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 No FDN/HRL 150 58.856 89.430 894.301 7.558 3.779 37.788 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 No FDN/HRL 160 17.488 38.172 381.719 10.468 9.013 90.129 9.750 4.875 48.750 4.431 2.216 22.157 0.000 0.000 0.000 RTL Only 170 3.957 10.723 107.226 19.607 15.038 150.376 20.589 15.169 151.694 0.000 2.216 22.157 0.000 0.000 0.000 RTL Only 180 0.553 2.255 22.550 0.000 9.804 98.035 0.000 10.294 102.944 23.974 11.987 119.871 0.000 0.000 0.000 RTL Only 190 32.883 16.718 167.180 0.000 0.000 0.000 0.000 0.000 0.000 5.634 14.804 148.040 0.000 0.000 0.000 RTL Only----------------------------------------------------------------------------------------------------------------------------------------------------------------------- Total Qty 23248.655 386.088 303.388 312.225 0.000-----------------------------------------------------------------------------------------------------------------------------------------------------------------------

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Page 13: LAND SURVEY & ROAD QUANTITIES

Detail Area Calculations============================= Ch Offset PRL OGL Depth Mean Width Section Mean Length Quantity No L to R Depth Area Area 0 -3.558 100.139 100.139 -3.480 100.061 100.140 -0.079 -0.040 0.078 -0.003 -2.000 100.105 100.170 -0.065 -0.072 1.480 -0.107 0.000 100.165 100.210 -0.045 -0.055 2.000 -0.110 2.000 100.105 100.310 -0.205 -0.125 2.000 -0.250 3.480 100.061 100.354 -0.293 -0.249 1.480 -0.369 3.783 100.363 100.363 0.000 -0.147 0.303 -0.044 Total Cutting 0.882 10 -4.792 99.426 99.426 -3.480 100.301 99.817 0.484 0.242 1.312 0.318 -3.000 100.315 99.960 0.355 0.420 0.480 0.201 -1.000 100.375 99.960 0.415 0.385 2.000 0.770 0.000 100.405 100.090 0.315 0.365 1.000 0.365 1.000 100.375 100.410 -0.035 0.157 0.900 0.142 1.000 100.375 100.410 -0.035 -0.017 0.100 -0.002 3.000 100.315 100.390 -0.075 -0.055 2.000 -0.110 3.480 100.301 100.392 -0.091 -0.083 0.480 -0.040 3.572 100.393 100.393 0.000 -0.046 0.092 -0.004

Total Filling 1.796 0.898 10 8.981 Total Cutting 0.155 0.519 10 5.189

20 -4.574 99.881 99.881 -4.000 100.264 99.890 0.374 0.187 0.574 0.107 -3.480 100.611 100.038 0.573 0.473 0.520 0.246 -2.000 100.655 100.460 0.195 0.384 1.480 0.568 0.000 100.715 100.760 -0.045 0.098 1.625 0.159 0.000 100.715 100.760 -0.045 -0.023 0.375 -0.008 2.000 100.655 100.740 -0.085 -0.065 2.000 -0.130 3.480 100.611 100.673 -0.062 -0.074 1.480 -0.109 3.540 100.671 100.671 0.000 -0.031 0.060 -0.002

Total Filling 1.081 1.438 10 14.384 Total Cutting 0.249 0.202 10 2.022

Grand Total Filling 23.365 Grand Total Cutting 7.211

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