Highway Engineering Field Formulas

1 M 22-24 Highway Engineering Field Formulas Metric (SI) or US Units Unless otherwise stated the Formulas shown in this manual can be used with any units. The user is cautioned not to mix units within a formula . Convert all variables to one unit system prior to using these Formulas . Significant Digits Final answers from computations should be rounded off to the number of decimal places justified by the data. The answer can be no more accurate than the least accurate number in the data. Of course, rounding should be done on final calculations only. It should not be done on interim results. Persons with disabilities may request this information be prepared in alternate forms by calling collect (360) 664-9009. Deaf and hearing impaired people call 1-800-833-6388 (TTY Relay Service). 1998 Engineering Publications Transportation Building Olympia, WA 98504 360-705-7430 CONTENTS nomenclature for Circular Curves.

2 2 Circular Curve Equations .. 4 Simple Circular Curve .. 5 Degrees of Curvature to Various Radii .. 6 nomenclature for Vertical Curves .. 7 Vertical Curve Equations .. 8 nomenclature for Nonsymmetrical Curves .. 10 Nonsymmetrical Vertical Curve Equations .. 11 Determining Radii of Sharp Curves .. 12 Dist. from Fin. Shld. to Subgrade Shld.. 13 Areas of Plane Figures .. 14 Surfaces and Volumes of Solids .. 18 Trigonometric Functions for all Quadrants .. 23 Trigonometric Functions .. 24 Right Triangle .. 25 Oblique Triangle .. 26 Conversion Factors .. 28 Metric Conversion Factors .. 30 Land Surveying Conversion Table .. 31 Steel Tape Temperature Corrections .. 31 Temperature Conversion .. 31 Less Common Conversion Factors .. 32 Water Constants .. 32 Cement Constants .. 32 Multiplication Factor Table .. 33 Recommended Pronunciations .. 33 Reinforcing Steel .. 34 2 nomenclature For Circular Curves POT Point On Tangent outside the effect of any curve POC Point On a circular Curve POST Point On a Semi-Tangent (within the limits of a curve) PI Point of Intersection of a back tangent and forward tangent PC Point of Curvature - Point of change from back tangent to circular curve PT Point of Tangency - Point of change from circular curve to forward tangent PCC Point of Compound Curvature - Point common to two curves in the same direction with different radii PRC Point of Reverse Curve - Point common to two curves in opposite directions and with the same or different radii L Total Length of any circular curve measured along its arc Lc Length between any two points on a circular curve R Radius of a circular curve Total intersection (or central) angle between back and forward tangents 3 nomenclature For Circular Curves (Cont.)

3 DC Deflection angle for full circular curve measured from tangent at PC or PT dc Deflection angle required from tangent to a circular curve to any other point on a circular curve C Total Chord length, or long chord, for a circular curve C Chord length between any two points on a circular curve T Distance along semi-Tangent from the point of intersection of the back and forward tangents to the origin of curvature (From the PI to the PC or PT) tx Distance along semi-tangent from the PC (or PT) to the perpendicular offset to any point on a circular curve. (Abscissa of any point on a circular curve referred to the beginning of curvature as origin and semi-tangent as axis) ty The perpendicular offset, or ordinate, from the semi-tangent to a point on a circular curve E External distance (radial distance) from PI to midpoint on a simple circular curve 4 Circular Curve Equations Equations Units RL= 180 m or ft.

4 = 180 LR degree LR= 180 m or ft. TR=tan 2 m or ft. ERR= cos 2 m or ft. CRorRDC==222sin,sin m or ft. MOR= 12cos m or ft. DC= 2 degree dcLLc= 2 degree ()CRdc'sin=2 m or ft. CRDC=2sin() m or ft. txRdc=sin()2 m or ft. []tyRdc= 12cos() m or ft. 5 Simple Circular Curve Constant for = 6 Degree of Curvature for Various Lengths of Radii Exact for Arc Definition DRR= =10018018000 Where D is Degree of Curvature _____ Length of Radii for Various Degrees of Curvature RDD= =10018018000 Where R is Radius Length 7 nomenclature For Vertical Curves G1 & G2 Tangent Grade in percent A The absolute of the Algebraic difference in grades in percent BVC Beginning of Vertical Curve EVC End of Vertical Curve VPI Vertical Point of Intersection L Length of vertical curve D Horizontal distance to any point on the curve from BVC or EVC E Vertical distance from VPI to curve e Vertical distance from any point on the curve to the tangent grade K Distance required to achieve a 1 percent change in grade L1 Length of a vertical curve which will pass through a given point D0 Distance from the BVC to the lowest or highest point on curve X Horizontal distance from P' to VPI H A point on tangent grade

5 G1 to vertical position of point P' P and P' Points on tangent grades 8 Symmetrical Vertical Curve Equations ()()AGG= 21 EAL=800 + eEDL=422 Notes: All equations use units of length (not stations or increments) The variable A is expressed as an absolute in percent (%) Example: If G1 = +4% and G2 = -2% Then A = 6 9 Symmetrical Vertical Curve Equations (cont.) eADL=2200 LAXeAXeeA12220020100=+++() DGLA01= ()XElevHElevPA= 100' KLA= 10 nomenclature For Nonsymmetrical Vertical Curves G1 & G2 Tangent Grades in percent A The absolute of the Algebraic difference in grades in percent BVC Beginning of Vertical Curve EVC End of Vertical Curve VPI Vertical Point of Intersection l1 Length of first section of vertical curve l2 Length of second section of vertical curve L Length of vertical curve D1 Horizontal distance to any point on the curve from BVC towards the VPI D2 Horizontal distance to any point on the curve from EVC towards the VPI e1 Vertical distance from any point on the curve to the tangent grade between BVC and VPI e2 Vertical distance from any point on the curve to the tangent grade between EVC and VPI E Vertical distance from VPI to curve 11 Nonsymmetrical Vertical Curve Equations ()()AGGLllEllllAemDlemDl= =+=+= = 2112121211122222200()

6 12 Determining Radii of Sharp Curves by Field Measurements RBCBDBD=+222 BCAC=2 Note: Points A and C may be any two points on the curve Example: Measure the chord length from A to C AC = then BC = Measure the middle ordinate length B to D BD = R=+= 13 Distance From Finished Shld. to Subgrade Shld. and Slope Equivalents Equation: xBA=100 A = Algebraic difference in % between shld. slope and subgrade slope B = Depth of surfacing at finished shoulder x = Distance from finished shld. to subgrade shld. Shoulder Slope Equivalent Rate of Grade Equivalent Vertical Angle 1 33 41'24" 1 29 44'42" 1:2 26 33'54" 1 21 48'05" 1:3 18 26'06" 1:4 14 02'10" 1:5 11 18'36" 1:6 9 27'44" 1:8 7 07'30" 1:10 5 42'38" Subgrade Slope Equivalent Rate of Grade Equivalent Vertical Angle .020 / 1 1 08'45" .025 / 1 1 25'56" .030 / 1 1 43'06" .035 / 1 2 00'16" .040 / 1 2 17'26" .050 / 1 2 51'45" 14 Areas of Plane Figures nomenclature A = Area h = Height R = Radius P = Perimeter _____ Triangle AbhPabc==++2 _____ Circle ARPR== 22 _____ Ellipse Aab= 15_____ 16 Areas of Plane Figures Segment ARRSin= 2023602 _____ Sector ARPRR==+ 20036023602 () _____ Fillet ARTRWhenAR= == 36090021460202.

7 _____ 17 Areas of Plane Figures Parallelogram AbhAahPab===+'()2 _____ Trapezoid Aabh=+()2 _____ Polygon Divide into triangles A = Sum of all triangles _____ 18 Areas of Plane Figures Annulus (Circular Ring) ()ADd= 422 _____ Irregular Figure ALajbcdefghi=+++++++++ 2 _____ 19 Surfaces\Volumes of Solids nomenclature S Lateral surface area V Volume A Area of section perpendicular to sides B Area of base P Perimeter of base PA Perimeter of section perpendicular to its sides R Radius of sphere or circle L Slant height or lateral length H Perpendicular Height C Circumference of circle or sphere _____ Parallelepiped SPH= SPLA= VBHAL== _____ Pyramid or Cone Right or Regular SPL=12 VBH=13 _____ 20 Surfaces\Volumes of Solids Pyramid or Cone, Right or Oblique, Regular or Irregular VBH=13 _____ Prism: Right or Oblique, Regular or Irregular SPHPLA== VBHAL== _____ Cylinder: Right or Oblique, Circular or Elliptic SPHPLA== VBHAL== _____ 21 Surfaces\Volumes of Solids Frustum of any Prism or Cylinder VBH= ()VALL=+1221 _____ Frustum of Pyramid or Cone Right and Regular, Parallel Ends ()SLPp=+12 ()VHBbBb=++13 p = perimeter of top b = area of top _____ Frustum of any Pyramid or Cone, with Parallel Ends ()VHBbBb=++13 b = area of top _____ 22 Surfaces\Volumes of Solids Sphere SR=42 VR=433 _____ Spherical Sector ()SRHC=+124 VRH=232 _____ Spherical Segment ()SRHHC==+214422 ()VHRH= 1332 _____ 23 Surfaces\Volumes of Solids Spherical Zone SRH=2 ()VHH=++1243C3C41222 _____ Circular Ring SRr=42 VRr=222 _____ Prismoidal formula ()VHBbM=++64 M = Area of section parallel to bases, Midway between them b = area of top _____ 24 Signs of Trigonometric Functions for All Quadrants Note.

8 When using a calculator to compute trigonometric functions from North Azimuths, the correct sign will be displayed 25 Trigonometric Functions Sine Sinyroppositehypotenuse == Cosine cos ==xradjacenthypotenuse Tangent tan ==yxoppositeadjacent Cotangent cot ==xyadjacentopposite Secant sec ==rxhypotenuseadjacent Cosecant csc ==ryhypotenuseopposite Reciprocal Relations sincsc =1 tancot =1 cossec =1 Rectangular Xr= cos yr= sin Polar ()rxy=+22 =arctanyx O P (X,Y) x (adjacent) x y (hypotenuse) r y (opposite) 26 Right Triangles A+B+C=1800 K=Area Pythagorean Theorem abc222+= A and B are complementary angles sin A = cos B tan A = cot B sec A = csc B cos A = sin B cot A = tan B csc A = sec B Given To Find Equation a, c A, B, b, K sinAac= cosBac= bca= 22 Kaca= 222 a, b A, B, c, K tanAab= tanBba= cab=+22 Kab=2 A, a B, b, c, K BA= 900 baA= cot caA=sin kaA= 22cot A, b B, a, c, K BA= 900 abA= tan cbA=cos KbA= 22tan A, c B, a, b, K BA= 900 acA= sin bcA= cos KcA= 224sin AS C B c a b 27 Oblique Triangles Law of Sines aAbBcCsinsinsin== Law of Cosines abcbcAbacacBcababC222222222222=+ =+ =+ coscoscos Sum of Angles ABC++=1800 KArea= sabc=++2 Given To Find Equation a, b, c A ()()sinAsbscbc2= ()cosAssabc2= ()()()tanAsbscssa2= c b B C A a 28 Oblique Triangles Given To Find Equation a, b, c B ()()sinBsascac2= ()cosBssbac2= ()()()

9 TanBsascssb2= a, b, c C ()()sinCsasbab2= ()cosCsscab2= ()()()tanCsasbssc2= a, b, c K ()()()Kssasbsc= a, A, B b, c baBA= sinsin ()caABA= +sinsin a, A, B K KabCaBCA= = sinsinsinsin222 a, b, A B sinsinBbAa= a, b, A c caCAbCB= = sinsinsinsin ()cababC=+ 222cos a, b, A K KabC= sin2 a, b, C A tansincosAaCbaC= a, b, C c ()()caABAcababC= +=+ sinsincos222 a, b, C K KabC= sin2 29 Conversion Factors Class multiply: by: to get: Length in ft in yd ft 12 in ft yd ft rods yd 36 in yd 3 ft yd rods rods 198 in rods ft rods yd mi 5280 ft mi 1760 yd mi 320 rods Area in2 ft2 ft2 144 in2 ft2 yd2 yd2 1296 in2 yd2 9 ft2 yd2 rods2 rods2 ft2 rods2 yd2 acres 43560 ft2 acres 4840 yd2 acres 160 rods2 30 Conversion Factors Class multiply: by: to get: Volume ft3 1728 in3 ft3 yd3 ft3 gallons yd3 27 ft3 yd3 202 gallons quarts 2 pints quarts gallons gallons 8 pints gallons 4 quarts gallons ft3 Force ounces pounds pounds 16 ounces tons (short) 2000 pounds tons (metric) 2205 pounds Velocity miles/hr 88 ft/min miles/hr ft/sec 31 Metric Conversion Factors Class multiply: by: to get: Length in mm in cm in m ft m yd m mi km Area ft2 m2 yd2 m2 mi2 km2 Volume in3 cm3 ft3 m3 yd3 m3 gal L gal m3 fl oz mL acre ft m3 Mass oz g lb kg kip (1000 lb) metric ton (1000 kg) short ton 2000 lb kg short ton metric ton 32 Land Surveying Conversion Factors Class multiply: by: to get: Area acre m2 acre ha 10000 m2 Length ft 12 * m * Exact, by definition of the Survey foot _____ Steel Tape Temperature Corrections ()CTLCm= 116610206.

10 Or ()CTLFf= Where: C = Correction TC = Temperature in degrees Celsius LM = Length in meters TF = Temperature in degrees Fahrenheit Lf = Length in feet _____ Temperature Conversion Fahrenheit to Celsius ()5932 F Celsius to Fahrenheit 9532 +C _____ 33 Less Common Conversion Factors Class multiply: by: to get: Density lb/ft3 kg/m3 lb/yd3 kg/m3 Pressure psi Pa ksi MPa lb/ft2 Pa Velocity ft/s m/s mph m/s mph km/h Water Constants Freezing point of water = 0 C (32 F) Boiling point of water under pressure of one atmosphere = 100 C (212 F) The mass of one cu. meter of water is 1000 kg The mass of one liter of water is 1 kg ( lbs) 1 cu. ft. of water @60 F = lbs ( kg) 1 gal of water @60 F = lbs ( kg) _____ Cement Constants 1 sack of cement (appx.) = 1 ft3 = m3 1 sack of cement = 94 lbs. = kg 1 gallon water = lbs. F 1 gallon water = kg @4 C _____ 34 Multiplication Factor Table Multiple Prefix Symbol 1 000 000 000 = 109 giga G 1 000 000 = 106 mega M 1 000 = 103 kilo k 100 = 102 *hecto h 10 = 101 *deka da = 10-1 *deci d = 10-2 *centi c = 10-3 milli m 001 = 10-6 micro 000 001 = 10-9 nano n * Avoid when possible _____ Recommended Pronunciations Prefix Pronunciation giga jig a (i as in jig, a as in a-bout mega as in mega-phone kilo kill oh hecto heck toe deka deck a (a as in a-bout centi as in centi-pede milli as in mili-tary micro as in micro-phone nano nan oh 35 Reinforcing Steel Bar Size Nominal Diameter Nominal Area Unit Weight #3 [ in] 71mm2 [ in2] \m [ lb\ft] #4 [ in] 127mm2 [ in2] \m [ lb\ft] #5 [ in] 199mm2 [ in2] \m [ lb\ft] #6 [ in] 287mm2 [ in2] \m [ lb\ft] #7 [ in] 387mm2 [ in2] \m [ lb\ft] #8 [ in] 507mm2 [ in2] \m [ lb\ft] #9 [ in] 647mm2 [ in2] \m [ lb\ft] #10 [ in] 819mm2 [ in2] \m [ lb\ft] #11 [ in]))