CONVERTED SOIL BANK LOOSE COMPACTED FROM: BANK * 1.11 .95 SAND OR LOOSE .90 * .86 GRAVEL COMPACTED 1.05 1.17 * BANK * 1.25 .90 LOOSE .80 * .72 LOAM COMPACTED 1.11 1.39 * BANK * 1.43 .90 LOOSE .70 * .63 CLAY COMPACTED 1.11 1.59 * BANK * 1.50 1.30 ROCK LOOSE .67 * .87 (BLASTED) COMPACTED .77 1.15 * CORAL BANK * 1.50 1.30 COMPARABLE LOOSE .67 * .87 TO LIMESTONE COMPACTED .77 1.15 * EXAMPLE: If your requirement is 4,500 compacted cubic yards and you are moving 228 loose cubic yards per hour, you must convert the loose cubic yards per hour to compacted cubic yards per hour. 152 x .63 = 95.76 or 95 ( C CYPH) X SOIL CONVERTED ( CYPH) CON FACTOR (TABLE #1-1)= ROUND DOWN (CYPH) (ON SLIDE #160) STEP #3: Total Hours required: (4) (a) Quantity to be moved divided by the hourly production rate multiplied by the number of dozers you have employed equals the total time in hours to complete the job. (b) The formula: Quantity to be ( CYPH) = THR Hr Production rate ( CYPH) X Number of dozers
SOIL CONVERTED FROM: BANK LOOSE COMPACTED SAND OR GRAVEL BANK LOOSE COMPACTED * .90 1.05 1.11 * 1.17 .95 .86 * LOAM BANK LOOSE COMPACTED * .80 1.11 1.25 * 1.39 .90 .72 * CLAY BANK LOOSE COMPACTED * .70 1.11 1.43 * 1.59 .90 .63 * ROCK (BLASTED) BANK LOOSE COMPACTED * .67 .77 1.50 * 1.15 1.30 .87 * CORAL COMPARABLE TO LIMESTONE BANK LOOSE COMPACTED * .67 .77 1.50 * 1.15 1.30 .87 * EXAMPLE: If your requirement is 4,500 compacted cubic yards and you are moving 228 loose cubic yards per hour, you must convert the loose cubic yards per hour to compacted cubic yards per hour. 152 x .63 = 95.76 or 95 ( C CYPH) X CON FACTOR (TABLE #1-1)= SOIL CONVERTED ( CYPH) ROUND DOWN (CYPH) (ON SLIDE #160) (4) STEP #3: Total Hours required: (a) Quantity to be moved divided by the hourly production rate multiplied by the number of dozers you have employed equals the total time in hours to complete the job. (b) The formula: Quantity to be ( CYPH) = THR Hr Production rate ( CYPH) X Number of dozers
Completed%20NCOO%20EST%20FOR%20MISSION%20REQ%20DETAILED%20Outline.docx