The International System of Units (SI) is a modernised version of the metric system established by international agreement.
SI provides a logical and interconnected framework for all measurements in science,
industry, and commerce.
The metric system is much simpler to use than the existing English system since all its
units of measurement are divisible by 10.
The following list provides the conversion relationship between Imperial customary units and SI (International System ) units. The proper conversion procedure is to multiply the specified value on the left by the conversion factor exactly as given below and then round to the appropriate number of significant digits desired. For example, to convert 11.4 ft to metres: 11.4 X 0.3048 = 3.47472, which rounds to 3.47 metres. Do not round either value before performing the multiplication, as accuracy would be reduced.
The prefixes and symbols listed below are commonly used to form names and symbols of the decimal multiples and sub multiples of the SI units.
| INTERIM UNITS OF MEASURE | EQUIVALENT |
| ACRE | hectare (ha) |
| CUBIC FOOT | cubic metre (m3) |
| CUBIC YARD | cubic metre (m3) |
| GALLON/MGALLON | litre (L), cubic metre (m3) |
| HUNDRED | Hundred for traffic buttons |
| HUNDRED WEIGHT | kilogram (kg) |
| LINEAR FOOT | meter (m) |
| MBOARD FEET | cubic meter (m3) |
| MILE | kilometer (km) |
| NAUTICAL MILE | Nautical Mile |
| POUND | kilogram (kg) for mass newton (N) for force |
| SQUARE FOOT | square meter (m2) |
| SQUARE YARD | square meter (m2) |
| TON | tonne (t) |
| UNITS OF MEASUREMENT USED IN SPECIAL PROVISIONS | ||
| GAGE | GAUGE METAL THICKNESS | gage (mm) |
| FAHRENHEIT | TEMPERATURE | kelvin (K) or degree Celsius (C) |
| FATHOM | WATER DEPTH | meter (m) |
| FOOT/LBS | TORQUE | newton-meter (N-m) |
| LBS/SQ. IN | PRESSURES | kilopascal (kPa) megapascal (MPa) (if very large number) |
| LBS/SQ. FT | kilopascal (kPa) | |
| LBS/SQ YD | kilopascal (kPa) | |
| INCH | LINEAR | millimeter (mm) |
| KIPS;KSI | TENSION | kilopascal (kPa) or megapascal (MPa) |
| LBS/ACRE | EROSION CONTROL | kilograms/hectare |
| LBS/CU. FT. | DENSITY | kilogram per cubic meter (kg/m3) |
| MIL | THICKNESS | micrometer (um) |
| FT. LBS./SEC. | HORSE POWER | watt (W) |
| UNITS OF MEASUREMENTS USED ON CONTRACT PLANS | |
| DEGREES/BEARINGS | No change for surveying. |
| STATIONING | 1,000 meters = 1 station |
| MILEPOSTS | Still under review as mileposts are part of the signing issue.
Use mileposts for now, but also state kilometerposts. |
| ELEVATIONS | meter (m) |
| UNITS OF MEASUREMENT USED IN COMMERCIAL STANDARDS | |
| GALS/HR or MIN (PUMPS) | liters per second (L/s) |
| 500 GALLON TANKS | cubic meter (m3) but it could also possibly be in liter (L) |
| 55 GALLON DRUMS | cubic meter (m3) or liter (L) for liquid |
| 94 LBS/SACK (CEMENT) | kilogram (kg) |
| DIAMETER OF REINFORCING STEEL | millimeter (mm) |
| LBS/FT OF REINFORCING STEEL | kilogram per meter (kg/m) |
| BUSHEL | cubic meter (m3) |
| Length Conversion Factors | ||
| To convert from | to | multiply by |
| mile (US Statute) | kilometer (km) | 1.609347 |
| inch (in) | millimeter (mm) | 25.4 * |
| inch (in) | centimeter (cm) | 2.54 * |
| inch (in) | meter (m) | 0.0254 * |
| foot (ft) | meter (m) | 0.3048 * |
| yard (yd) | meter (m) | 0.9144 * |
| Area Conversion Factors | ||
| To convert from | to | multiply by |
| square foot (sq ft) | square meter (sq m) | 0.09290304 E |
| square inch (sq in) | square meter (sq m) | 0.00064516 E |
| square yard (sq yd) | square meter (sq m) | 0.83612736 E |
| acre (ac) | hectare (ha) | 0.4047 |
| Volume Conversion Factors | ||
| To convert from | to | multiply by |
| cubic inch (cu in) | cubic meter (cu m) | 0.00001639 |
| cubic foot (cu ft) | cubic meter (cu m) | 0.02831685 |
| cubic yard (cu yd) | cubic meter (cu m) | 0.7645549 |
| gallon (gal) | litre | 4.546 |
| Canadian liquid | ||
| gallon (gal) | cubic meter (cu m) | 0.004546 |
| gallon (gal) | litre | 3.7854118 |
| U.S. liquid** | ||
| gallon (gal) | cubic meter (cu m) | 0.00378541 |
| fluid ounce (fl oz) | milliliters (ml) | 29.57353 |
| fluid ounce (fl oz) | cubic meter (cu m) | 0.00002957 |
| Force Conversion Factors | ||
| To convert from | to | multiply by |
| kip (1000 lb) | kilogram (kg) | 453.6 |
| kip (1000 lb) | newton (N) | 4,448.222 |
| pound (lb) avoirdupois | kilogram (kg) | 0.4535924 |
| pound (lb) | newton (N) | 4.448222 |
| Pressure or Stress Conversion Factors | ||
| To convert from | to | multiply by |
| kip per square inch (ksi) | megapascal (MPa) | 6.894757 |
| pound per square foot (psf) | kilogram per square meter (kg/sq m) | 4.8824 |
| pound per foot (psf) | square pascal (Pa) | 47.88 |
| pound per inch (psi) | square pascal (Pa) | 6,894.757 |
| pound per inch (psi) | square megapascal (MPa) | 0.00689476 |
| Mass Conversion Factors | ||
| To convert from | to | multiply by |
| pound avoirdupois (lb) | kilogram (kg) | 0.4535924 |
| ton, 2000 lb | kilogram (kg) | 907.1848 |
| grain | kilogram (kg) | 0.0000648 |
| Mass (weight) per length | ||
| kip per linear foot (klf) | kilogram per meter (kg/m) | 0.001488 |
| pound per linear foot (plf) | kilogram per meter (kg/m) | 1.488 |
| Mass per volume (density) | ||
| pound per cubic foot (pcf) | kilogram per cubic meter (kg/cu m) | 16.01846 |
| pound per cubic yard (lb/cu yd) | kilogram per cubic meter (kg/cu m) | 0.5933 |
| Temperature Conversion Factors | ||
| Temperature | ||
| degree Fahrenheit (F) | degree Celsius (C) | tc=(tF-32)/1.8 |
| degree Fahrenheit (F) | kelvin (K) | tk = (tF+459.7)/1.8 |
| kelvin (K) | degree Celsius (C) | tc=tk-273.15 |
| Energy and heat | ||
| To convert from | to | multiply by |
| British thermal unit(Btu) | joule (J) | 1055.056 |
| calorie (cal) | joule (J) | 4.1868E |
| Btu/degree | F x hr x ft2 W/m2 - degree K | 5.678263 |
| kilowatt-hour (kwh) | joule (J) | 3,600,000E |
| British thermal unit per pound (Btu/lb) | calories per gram (cal/g) | 0.55556 |
| British thermal unit per hour (Btu/hr) | watt (W) | 0.2930711 |
| Power Conversion Factors | ||
| horsepower (hp) (550 ft-lb/sec) | watt (W) | 745.6999 E |
| mile per hour (mph) | kilometer per hour(km/hr) | 1.60934 |
| mile per hour (mph) | meter per second (m/s) | 0.44704 |
| darcy | centimeter per second (cm/sec) | 0.000968 |
| feet per day (ft/day) | centimeter per second (cm/sec) | 0.000352 |
| *indicates that the factor given is exact.
**One U.S. gallon equals 0.8327 Canadian gallon. t--A pascal equals 1.000 newton per square meter. |
||
| Note:
One U.S. gallon of water weighs 8.34 pounds (U.S.) at 60 degrees F. One cubic foot of water weighs 62.4 pounds (U.S.). One milliliter of water has a mass of 1 gram and has a volume of one cubic centimeter. One U.S. bag of cement weighs 94 lbs. |
||
| More Useful Conversion Factors | ||
| From English units | To Metric units | Multiply by |
| Length | ||
| mile | km | 1.609347 |
| yard | m | 0.9144** |
| foot | m | 0.3048** |
| inch | mm | 25.40** |
| Area | ||
| square mile | km2 | 2.590 |
| acre | m2 | 4047 |
| acre | hectare | 0.4047 |
| square yard | m2 | 0.8361 |
| square foot | m2 | 0.092 90 |
| square inch | mm2 | 645.2 |
| Volume | ||
| acre foot | m3 | 1 233 |
| cubic yard | m3 | 0.7646 |
| cubic foot | m3 | 0.028 32 |
| cubic foot | L (1000 cm3) | 28.32 |
| 100 board feet | m3 | 0.2360 |
| gallon | L (1000 cm3) | 3.785 |
| Mass | ||
| lb | kg | 0.4536 |
| kip (1000 lb) | metric ton (1000kg) | 0.4536 |
| Mass/unit length | ||
| plf | kg/m | 1.488 |
| Mass/unit area | ||
| psf | kg/m2 | 4.882 |
| Mass density | ||
| pcf | kg/m3 | 16.02 |
| Force | ||
| lb | N | 4.448 |
| kip | kN | 4.448 |
| Force/unit length | ||
| plf | N/m | 14.59 |
| klf | kN/m | 14.59 |
| Pressure, stress, modules of elasticity | ||
| psf | Pa | 47.88 |
| ksf | kPa | 47.88 |
| psi | kPa | 6.895 |
| ksi | MPa | 6.895 |
| Bending moment, torque, moment of force | ||
| ft-lb | N-m | 1.356 |
| ft-kip | kN-m | 1.356 |
| USEFUL CONVERSION FACTORS | ||
| From English Units | To Metric Units | Multiply by* |
| Moment of mass | ||
| lb . ft | kg . m | 0.1383 |
| Moment of inertia | ||
| lb . ft2 | kg . m2 | 0.042 14 |
| Second moment of area | ||
| in4 | mm4 | 416 200 |
| Section modulus | ||
| in3 | mm3 | 16 390 |
| Power | ||
| ton (refrig) | kW | 3.517 |
| Btu/s | kW | 1.054 |
| hp (electric) | W | 745.7 |
| Btu/h | W | 0.2931 |
| Volume rate of flow | ||
| ft3/s | m3/s | 0.028 32 |
| cfm | m3/s | 0.000 471 9 |
| cfm | L/s | 0.4719 |
| mgd | m3/s | 0.0438 |
| Velocity, speed | ||
| ft/s | m/s | **0.3048 |
| Acceleration | ||
| f/s2 | m/s2 | 0.3048 |
| Momentum | ||
| lb . ft/sec | kg . m/s | 0.1383 |
| Angular momentum | ||
| lb . ft2/s | kg . m2/s | 0.04214 |
| Plane Angle | ||
| degree | rad | 0.01745 |
| mrad | 17.45 | |
| * 4 significant digits
**denotes exact conversion |
||
| Pavement Conversion Factors | ||||||||
| ROADWAY | DIMENSIONS | BRIDGE HT. | PCCP Thickness' | RESILIENT MODULUS | ||||
| ft | m | ft | m | (inches) | (mm) | psi | MPa | |
| Lane | 12 | 3.6 | 14.5 | 4.4 | 9 | 225 | 3,000 | 21 |
| Shoulder | 4 | 1.2 | 16.0 | 4.9 | 10 | 250 | 4,000 | 28 |
| 10 | 3.0 | 11 | 275 | 5,000 | 34 | |||
| 12 | 300 | 10,000 | 69 | |||||
| 12,000 | 83 | |||||||
| 15,000 | 103 | |||||||
| 20,000 | 138 | |||||||
| TYPICAL DENSITY VALUES | AXLE LOADS | TYRE LOADS (per tyre width) | ||||||
| pcf | kg/m2 | lbs | kN | lbs/inch | kg/mm | |||
| PCCP | 150 | 2403 | 18,000 | 80 | 500 | 9 | ||
| ACP depth | 137/0.10' | 2439 | ||||||
| TYPICAL QUANTITIES | |||||||||||||||
| Asphalt Concrete Paving Quantities (metric tons/kilometer) | |||||||||||||||
| Depth of Pavement | |||||||||||||||
| (ft) | 0.10 | 0.15 | 0.20 | 0.25 | 0.30 | 0.35 | 0.40 | 0.45 | 0.50 | 0.55 | 0.60 | 0.65 | 0.70 | 0.75 | |
| (mm) | 30 | 45 | 60 | 75 | 90 | 105 | 120 | 135 | 150 | 165 | 180 | 195 | 210 | 225 | |
| Width of Pavement |
|||||||||||||||
| (ft) | (M) | Metric tons per kilometer | |||||||||||||
| 4 | 1.2 | 88 | 132 | 176 | 219 | 263 | 307 | 351 | 395 | 439 | 483 | 527 | 571 | 614 | 658 |
| 6 | 1.8 | 132 | 198 | 263 | 329 | 395 | 461 | 527 | 593 | 658 | 724 | 790 | 856 | 922 | 988 |
| 8 | 2.4 | 176 | 263 | 351 | 439 | 527 | 614 | 702 | 790 | 878 | 966 | 1,053 | 1,141 | 1,229 | 1,317 |
| 10 | 3.0 | 219 | 329 | 439 | 549 | 658 | 768 | 878 | 988 | 1,097 | 1,207 | 1,317 | 1,427 | 1,536 | 1,646 |
| 11 | 3.3 | 241 | 362 | 483 | 604 | 724 | 845 | 966 | 1,086 | 1,207 | 1,328 | 1,448 | 1,569 | 1,690 | 1,811 |
| 12 | 3.6 | 263 | 395 | 527 | 658 | 790 | 922 | 1,053 | 1,185 | 1,317 | 1,448 | 1,580 | 1,712 | 1,843 | 1,975 |
| 22 | 6.6 | 483 | 724 | 966 | 1,207 | 1,448 | 1,690 | 1,931 | 2,173 | 2,414 | 2,655 | 2,897 | 3,138 | 3,380 | 3,621 |
| 24 | 7.2 | 527 | 790 | 1,053 | 1,317 | 1,580 | 1,843 | 2,107 | 2,370 | 2,634 | 2,897 | 3,160 | 3,424 | 3,687 | 3,950 |
| Based on 2439 kg/m3 ; 30 mm compacted depth = 73.17 kg/m2 | |||||||||||||||
| Pavement Marking Conversion Chart | |||||||
| Wet Material Thickness | Edge Line Coverage | Area Coverage | |||||
| English mils (0.001") | Metric mm(0.001M) | English Ft/gal | Met./Eng. M/gal | Metric M/Litre | English SF/gal | Met./Eng. SM/gal | Metric SM/Litre |
| 1.0 | 0.025 | 4832 | 1473 | 393.7 | 1611 | 150 | 39.37 |
| 10.0 | 0.254 | 483 | 147 | 39.4 | 161 | 15 | 3.94 |
| 15.0 | 0.381 | 322 | 98.2 | 26.2 | 107 | 10 | 2.62 |
| 19.7 | 0.500 | 245 | 74.8 | 20.0 | 82 | 7.6 | 2.00 |
| 20.0 | 0.508 | 242 | 73.6 | 19.7 | 81 | 7.5 | 1.97 |
| 25.0 | 0.635 | 193 | 58.9 | 15.7 | 64 | 6.0 | 1.57 |
| 30.0 | 0.762 | 161 | 49.1 | 13.1 | 54 | 5.0 | 1.31 |
| 35.0 | 0.889 | 138 | 42.1 | 11.2 | 46 | 4.3 | 1.12 |
| 39.4 | 1.000 | 123 | 37.4 | 10.0 | 41 | 3.8 | 1.00 |
| 40.0 | 1.016 | 121 | 36.8 | 9.8 | 40 | 3.7 | 0.98 |
| 45.0 | 1.143 | 107 | 32.7 | 8.7 | 36 | 3.3 | 0.87 |
| 49.2 | 1.250 | 98 | 29.9 | 8.0 | 33 | 3.0 | 0.80 |
| 50.0 | 1.270 | 97 | 29.5 | 7.9 | 32 | 3.0 | 0.79 |
| 59.1 | 1.500 | 82 | 24.9 | 6.7 | 27 | 2.5 | 0.67 |
| 60.0 | 1.524 | 81 | 24.5 | 6.6 | 27 | 2.5 | 0.66 |
| 78.7 | 2.000 | 61 | 18.7 | 5.0 | 20 | 1.9 | 0.50 |
| 88.6 | 2.250 | 55 | 16.6 | 4.4 | 18 | 1.7 | 0.44 |
| 90.0 | 2.286 | 54 | 16.4 | 4.4 | 18 | 1.7 | 0.44 |
| 98.4 | 2.500 | 49 | 15.0 | 4.0 | 16 | 1.5 | 0.40 |
| 100.0 | 2.540 | 48 | 14.7 | 3.9 | 16 | 1.5 | 0.39 |
| 118.1 | 3.000 | 41 | 12.5 | 3.3 | 14 | 1.3 | 0.33 |
| 120.0 | 3.048 | 40 | 12.3 | 3.3 | 13 | 1.2 | 0.33 |
| 236.2 | 6.000 | 20 | 6.2 | 1.7 | 7 | 0.6 | 0.17 |
| 250.0 | 6.350 | 19 | 5.9 | 1.6 | 6 | 0.6 | 0.16 |
| 255.9 | 6.500 | 19 | 5.8 | 1.5 | 6 | 0.6 | 0.15 |
| 260.0 | 6.604 | 19 | 5.7 | 1.5 | 6 | 0.6 | 0.15 |
| Sheet Metal Conversion Factors | ||||
| Most specification references use gage number followed by the decimal inch thickness. Metric specifications use the absolute mm thickness. This chart can be used to specify sheet metal. The thickness under Specify is thinner than the actual gage thickness, since specifications give minimum thickness. | ||||
| Gage | Inch | Exact (mm) | Specify (mm) | % thinner than "Exact" value |
| 32 | 0.0134 | 0.3404 | 0.34 | 0.1 |
| 30 | 0.0157 | 0.3988 | 0.39 | 2.2 |
| 28 | 0.0187 | 0.4750 | 0.47 | 1.1 |
| 26 | 0.0217 | 0.5512 | 0.55 | 0.2 |
| 24 | 0.0276 | 0.7010 | 0.70 | 0.1 |
| 22 | 0.0336 | 0.8534 | 0.85 | 0.4 |
| 20 | 0.0396 | 1.0058 | 1.0 | 0.6 |
| 18 | 0.0516 | 1.3106 | 1.3 | 0.8 |
| 16 | 0.0635 | 1.6129 | 1.6 | 0.8 |
| 14 | 0.0785 | 1.9939 | 1.9 | 4.7 |
| 12 | 0.1084 | 2.7534 | 2.7 | 1.9 |
| 10 | 0.1382 | 3.5103 | 3.5 | 0.3 |
| 8 | 0.1681 | 4.2697 | 4.2 | 1.6 |
| Reinforcing Steel Conversion Factors | ||||
| This table lists the current customary rebar sizes in relationship to the respective diameters and cross-sectional areas. | ||||
| English System | Metric Equivalent | |||
| Designation No. | Diameter (in.) | Area (in2) | Diameter (mm) | Area (mm2) |
| 3 | 0.375 | 0.11 | 9.5 | 71 |
| 4 | 0.500 | 0.20 | 12.7 | 127 |
| 5 | 0.625 | 0.31 | 15.9 | 198 |
| 6 | 0.750 | 0.44 | 19.1 | 285 |
| 7 | 0.875 | 0.60 | 22.2 | 388 |
| 8 | 1.000 | 0.79 | 25.4 | 507 |
| 9 | 1.125 | 1.00 | 28.6 | 641 |
| 10 | 1.270 | 1.27 | 32.3 | 817 |
| 11 | 1.410 | 1.56 | 35.8 | 1007 |
| 14 | 1.693 | 2.25 | 43.0 | 1452 |
| 18 | 2.257 | 4.00 | 57.3 | 2581 |
| Wire Conversion Factors | |||||
| SEVEN-WIRE, UNCOATED STRAND FOR PRESTRESSED CONCRETE STRUCTURES | |||||
| This conversion for 270 GRADE LOW-RELAXATION ASTM A-416 is utilised worldwide. | |||||
| Nominal Strand diameter | Minimum Strength | Area | |||
| (mm) | (in.) | (kN) | (lb.) | (mm2) | (in2) |
| 10 | (3/8) | 102.3 | (23,000) | 54.8 | (0.085) |
| 11 | (7/16) | 137.9 | (31,000) | 74.2 | (0.115) |
| 12 | (15/32) | 160.1 | (36,000) | 85.8 | (0.133) |
| 13 | (1/2) | 183.7 | (41,300) | 98.7 | (0.153) |
| 14 | (9/16) | 230.0 | (51,700) | 123.9 | (0.192) |
| 15 | (3/5) | 260.6 | (58,600) | 140.0 | (0.217) |
| Hard Conversions for Construction Materials | |||
| Structural Steel, M270 | |||
| Min. Tensile Strength | Min. Yield Strength | Min. Yield Strength | |
| Grade | (MPa) | (MPa) | (ksi) |
| 36 | 400 | 250 | 36 |
| 50 | 450 | 345 | 50 |
| 50W | 485 | 345 | 50 |
| 70W | 620 | 480 | 70 |
| Reinforcing Bars, M31M | ||||
| Grade | Tensile and Yield Strengths | |||
| Metric value | English value | Tensile Strength (MPa) | Min. Yield Strength (MPa) | Min. Yield Strength (ksi) |
| 300 | 40 | 500 | 300 | 40 |
| 400 | 60 | 600 | 400 | 60 |
| Common Concrete Strengths (f'c) | ||||||
| Metric (MPa) | 20 | 28 | 35 | 43 | 48 | 55 |
| English (psi) | 3000 | 4000 | 5000 | 6000 | 7000 | 8000 |
| Coefficient of Thermal Expansion | ||
| Metric Value | English Value | |
| Steel | 0.0000117/oC | 0.0000065/oF |
| Concrete | 0.0000108/oC | 0.000006/oF |
| Unit Weights | ||
| Metric Value | English Value | |
| Steel | 7848.3 kg/m3 | 490 pcf |
| Concrete | 2402.5 kg/m3 | 150 pcf |
| THE CONSTRUCTION TRADES | |||
| Here are the metric units that will be used by the construction trades. The term "length" includes all linear measurements - length, width, height, thickness, diameter, and circumference. | |||
| Quantity | Unit | Symbol | |
| Surveying | length | kilometer, meter | km, m |
| area | square kilometer | km2 | |
| hectare (10,000 m2) | ha | ||
| square meter | m2 | ||
| plane angle | degree (non metric) | o | |
| minute (non metric) | ' | ||
| second (non metric) | " | ||
| volume | cubic meter | m3 | |
| Transport | distance | kilometer | km |
| volume | cubic meter | m3 | |
| mass | metric ton (1000 kg) | t | |
| Paving | length | meter, millimeter | m, mm |
| area | square meter | m2 | |
| Concrete | length | meter, millimeter | m, mm |
| area | square meter | m2 | |
| volume | cubic meter | m3 | |
| temperature | degree Celsius | oC | |
| water capacity | litre (1000cm) | L | |
| mass (weight) | kilogram, gram | kg, g | |
| cross-sectional area | square millimeter | mm2 | |
| Pipe Conversion Factors | |||
| NPS | DN | NPS | DN |
| 1/8" | 6 mm | 8" | 200 mm |
| 3/16" | 7 mm | 10" | 250 mm |
| 1/4" | 8 mm | 12" | 300 mm |
| 3/8" | 10 mm | 14" | 350 mm |
| 1/2" | 15 mm | 16" | 400 mm |
| 5/8" | 18 mm | 18" | 450 mm |
| 3/4" | 20 mm | 20" | 500 mm |
| 1" | 25 mm | 24" | 600 mm |
| 1-1/4" | 32 mm | 28" | 700 mm |
| 1-1/2" | 40 mm | 30" | 750 mm |
| 2" | 50 mm | 32" | 800 mm |
| 2-1/2" | 65 mm | 36" | 900 mm |
| 3" | 80 mm | 40" | 1000 mm |
| 3-1/2" | 90 mm | 44" | 1100 mm |
| 4" | 100 mm | 48" | 1200 mm |
| 4-1/2" | 115 mm | 52" | 1300 mm |
| 5" | 125 mm | 56" | 1400 mm |
| 6" | 150 mm | 60" | 1500 mm |
| (For pipe over 60 inches, use 1 inch equals 25 mm) | |||
| PROPOSED METRIC CSP DIAMETER SIZES | |
| Proposed Metric (mm) | Current Standard (inches) |
| 150 | 6 |
| 200 | 8 |
| 250 | 10 |
| 300 | 12 |
| 375 | 15 |
| 450 | 18 |
| 525 | 21 |
| 600 | 24 |
| 675 | 27 |
| 750 | 30 |
| 825 | 33 |
| 900 | 36 |
| 1050 | 42 |
| 1200 | 48 |
| 1350 | 54 |
| 1500 | 60 |
| 1650 | 66 |
| 1800 | 72 |
| 1950 | 78 |
| 2100 | 84 |
| 2250 | 90 |
| 2400 | 96 |
| 2550 | 102 |
| 2700 | 108 |
| 2850 | 114 |
| 3000 | 120 |
| 3150 | 126 |
| 3300 | 132 |
| 3450 | 138 |
| 3600 | 144 |
| CORRUGATION SIZES | |
| CURRENT (Inches) | PROPOSED (Millimetres) |
| 2 2/3 x 1/2 | 68 x 13 |
| 3 x 1 | 76 x 25 |
| 5 x 1 | 125 x 25 |
| 3/4 x 3/4 x 7 1/2 | 19 x 19 x 191 |
| 3/4 x 1 x 11 1/2 | 19 x 25 x 292 |
| PIPE WALL THICKNESS | ||
| CURRENT GAGE | NOMINAL Thickness (Inches) | PROPOSED NOMINAL Thickness (mm) |
| 16 | 0.064 | 1.6 |
| 14 | 0.079 | 2.0 |
| 12 | 0.109 | 2.8 |
| 10 | 0.138 | 3.5 |
| 8 | 0.168 | 4.3 |
| PIPE ARCH SIZES | |||||
| Corrugations | Corrugations | Corrugations | |||
| Inches 2 2/3x1/2 Span x Rise |
Milllimetres 68x13 Span x Rise |
Inches 3x1 & 5x1 Span x Rise |
Millimetres 76x25 & 125x25 Span x Rise |
Inches 3/4x3/4x7 1/2 Span x Rise |
Millimetres 19x19x191 Span x Rise |
| 17 x 13 | 425 x 325 | 53 x 41 | 1325 x 1025 | 20 x 16 | 500 x 400 |
| 21 x 15 | 525 x 375 | 60 x 46 | 1500 x 1150 | 23 x 19 | 575 x 475 |
| 24 x 18 | 600 x 450 | 66 x 51 | 1650 x 1275 | 27 x 21 | 675 x 525 |
| 28 x 20 | 700 x 500 | 73 x 55 | 1825 x 1375 | 33 x 26 | 825 x 650 |
| 35 x 24 | 875 x 600 | 81 x 59 | 2025 x 1475 | 40 x 31 | 1000 x 775 |
| 42 x 29 | 1050 x 725 | 87 x 63 | 2175 x 1575 | 46 x 36 | 1150 x 900 |
| 49 x 33 | 1225 x 825 | 95 x 67 | 2375 x 1675 | 53 x 41 | 1325 x 1025 |
| 57 x 38 | 1425 x 950 | 103 x 71 | 2575 x 1775 | 60 x 46 | 1500 x 1150 |
| 64 x 43 | 1600 x 1075 | 112 x 75 | 2800 x 1875 | 66 x 51 | 1650 x 1275 |
| 71 x 47 | 1775 x 1175 | 117 x 79 | 2925 x 1975 | 73 x 55 | 1825 x 1375 |
| 77 x 52 | 1925 x 1300 | 128 x 83 | 3200 x 2075 | 81 x 59 | 2025 x 1475 |
| 83 x 57 | 2075 x 1425 | 137 x 87 | 3425 x 2175 | 87 x 63 | 2175 x 1575 |
| Note: millimeters equal to inches x 25. Assumed pipe diameters will be x 25. |
142 x 91 | 3550 x 2275 | 95 x 67 | 2375 x 1675 | |
| Structural Plate Conversion Factors | |||
| STRUCTURAL PLATE DIMENSIONS | |||
| 6 X 2 Corrugation - 31 Inch Corner Radius | |||
| Span ft-in | Rise ft-in | R ft. | R ft. |
| 13-3 | 9-4 | 6.68 | 16.05 |
| 14-11 | 10-2 | 7.48 | 18.98 |
| 16-6 | 11-0 | 8.29 | 21.93 |
| 18-1 | 11-10 | 9.09 | 24.98 |
| 19-8 | 12-8 | 9.90 | 28.04 |
| 152 x 51 Corrugation - 787 mm Corner Radius - in millimetres | |||
| Span | Rise | R | R |
| 4039 | 2845 | 2036 | 4892 |
| 4547 | 3099 | 2280 | 5785 |
| 5029 | 3353 | 2527 | 6684 |
| 5512 | 3607 | 2771 | 7614 |
| 5994 | 3861 | 3018 | 8547 |
| STRUCTURAL PLATE THICKNESS | ||
| Current Specification | Proposed | |
| Gage | Inches | Millimeters |
| 12 | .111 | 2.5 |
| 10 | .140 | 3.5 |
| 8 | .170 | 4.5 |
| 7 | .188 | - |
| 5 | .218 | 5.5 |
| 3 | .249 | 6.5 |
| 1 | .280 | 7.0 |
| 5/16 | .318 | 8.0 |
| 3/8 | .377 | 9.5 |
