75 = 36 CPH Step #3 .76 Step #4 .25 x 36 x .76 = 6.844 or 6 LCYPH NOTE: ROUND DOWN LCYPH (ON #227) (5) STEP #5: SOIL CONVERSION (IF NEEDED): If your requirement, or quantity to be moved, is expressed in either CCY or BCY, you must use the following formula to convert your basic production rate. x SOIL CONVERSION FACTOR = CONVERTED CYPH NOTE: ROUND DOWN CYPH TABLE #1-1 SOIL CONVERSION FACTORS Converted Soil Converted To: From: Bank (in Loose Compacted Bank (in * 1.11 .95 place) .90 * .86 Sand or gravel 1.05 1.17 * Compacted Bank (in * 1.25 .90 place) .80 * .72 Loam Loose 1.11 1.39 * Compacted Bank (in * 1.43 .90 place) .70 * .63 Clay Loose 1.11 1.59 * Compacted Bank (in * 1.50 1.30 place) .67 * .87 Rock (blasted) Loose .77 1.15 * Compacted Bank (in * 1.50 1.30 Coral .67 * .87 comparable to Loose .77 1.15 * limestone Compacted Example: If your hourly production rate were 125 LCYPH, what would your hourly production rate in CCYPH be if you were working with wet clay?
75 = 36 CPH Step #3 .76 Step #4 .25 x 36 x .76 = 6.844 or 6 LCYPH NOTE: ROUND DOWN LCYPH (ON #227) (5) STEP #5: SOIL CONVERSION (IF NEEDED): If your requirement, or quantity to be moved, is expressed in either CCY or BCY, you must use the following formula to convert your basic production rate. x SOIL CONVERSION FACTOR = CONVERTED CYPH NOTE: ROUND DOWN CYPH TABLE #1-1 SOIL CONVERSION FACTORS Soil Converted From: Converted To: Bank (in Loose Compacted Sand or gravel Bank (in place) Compacted * .90 1.05 1.11 * 1.17 .95 .86 * Loam Bank (in place) Loose Compacted * .80 1.11 1.25 * 1.39 .90 .72 * Clay Bank (in place) Loose Compacted * .70 1.11 1.43 * 1.59 .90 .63 * Rock (blasted) Bank (in place) Loose Compacted * .67 .77 1.50 * 1.15 1.30 .87 * Coral comparable to limestone Bank (in Loose Compacted * .67 .77 1.50 * 1.15 1.30 .87 * Example: If your hourly production rate were 125 LCYPH, what would your hourly production rate in CCYPH be if you were working with wet clay?