John Deere 270CLC Compact Excavator User Manual


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270C LC Buckets
A full line of buckets is offered to meet a wide variety of applications. Digging forces are with power boost.The buckets have an adjustable bushing for side clearance, with the exception of the
ditching bucket.Tooth selection includes either the John Deere Fanggs
®
, Standard, Tiger,Twin Tiger,Abrasion panel, or Flare tooth, or the ESCO (Vertalok) Standard,Tiger,Twin Tiger,or Flare tooth.
Replaceable cutting edges are available through John Deere parts. Optional side cutters add 6 inches (150 mm) to bucket widths.
Bucket Bucket Bucket Arm Dig Force Arm Dig Force Bucket
Type Bucket Width Capacity* Weight Dig Force 10 ft.2 in. (3.10 m) 12 ft. 4 in. (3.75 m) Tip Radius No. Teeth
in. mm cu. yd. m
3
lb. kg lb. kN lb. kN lb. kN in. mm
General-Purpose 24 610 0.95 0.73 1,453 659 37,480 167.0 26,056 116.0 22,950 101.5 62.5 1588 3
Plate Lip 30 760 1.20 0.92 1,731 785 37,480 167.0 26,056 116.0 22,950 101.5 62.5 1588 4
36 915 1.48 1.13 1,845 837 37,480 167.0 26,056 116.0 22,950 101.5 62.5 1588 5
42 1065 1.38 1.06 1,785 810 41,476 184.5 26,956 119.9 23,627 105.1 56.5 1435 5
42 1065 1.75 1.34 1,966 892 37,480 167.0 26,056 116.0 22,950 101.5 62.5 1588 5
48 1220 2.03 1.55 2,068 938 37,480 167.0 26,056 116.0 22,950 101.5 62.5 1588 6
Heavy-Duty 30 760 0.95 0.73 1,930 875 41,476 184.5 26,956 119.9 23,627 105.1 56.5 1435 4
Plate Lip 36 915 1.16 0.89 2,075 941 41,476 184.5 26,956 119.9 23,627 105.1 56.5 1435 4
42 1065 1.38 1.06 2,195 996 41,476 184.5 26,956 119.9 23,627 105.1 56.5 1435 5
48 1220 1.60 1.22 2,359 1070 41,476 184.5 26,956 119.9 23,627 105.1 56.5 1435 6
54 1370 1.82 1.39 2,507 1137 41,476 184.5 26,956 119.9 23,627 105.1 56.5 1435 6
Heavy-Duty 24 610 0.92 0.70 1,765 801 37,480 166.7 26,076 116.0 22,950 101.5 62.5 1588 3
High Capacity 30 760 1.20 0.92 2,010 912 37,480 166.7 26,076 116.0 22,950 101.5 62.5 1588 4
36 915 1.48 1.13 2,133 968 37,480 166.7 26,076 116.0 22,950 101.5 62.5 1588 4
42 1065 1.75 1.34 2,279 1034 37,480 166.7 26,076 116.0 22,950 101.5 62.5 1588 5
48 1200 2.03 1.55 2,505 1136 37,480 166.7 26,076 116.0 22,950 101.5 62.5 1588 6
Severe-Duty 36 915 1.16 0.89 1,921 871 43,005 191.3 27,262 121.3 23,862 106.1 54.5 1384 4
Cast Lip 42 1065 1.38 1.06 2,119 961 43,005 191.3 27,262 121.3 23,862 106.1 54.5 1384 5
Severe-Duty 30 760 0.95 0.73 2,080 943 41,476 184.5 26,956 119.9 23,627 105.1 56.5 1435 4
Plate Lip 36 915 1.16 0.89 2,179 988 41,476 184.5 26,956 119.9 23,627 105.1 56.5 1435 4
42 1065 1.38 1.06 2,345 1064 41,476 184.5 26,956 119.9 23,627 105.1 56.5 1435 5
Ditching 60 1525 1.34 1.02 1,562 709 49,848 221.7 28,469 126.6 24,779 110.2 47.0 1194 0
72 1830 1.66 1.27 1,759 798 49,848 221.7 28,469 126.6 24,779 110.2 47.0 1194 0
*All capacities are SAE heaped ratings.
200C LC Bucket Selection Guide
Recommended Bucket Size
General-Purpose Bucket* Heavy-Duty Bucket*
Material (loose weight)
Wood chips – 700 lb./cu. yd. (420 kg/m
3
).........................6.50 cu. yd. (5.0 m
3
)—
Peat, dry – 750 lb./cu. yd. (440 kg/m
3
).............................5.50 cu. yd. (4.2 m
3
)—
Cinders – 950 lb./cu. yd. (560 kg/m
3
)...............................4.00 cu. yd. (3.1 m
3
)—
Peat, wet – 1,170 lb./cu. yd. (690 kg/m
3
)..........................3.50 cu. yd. (2.7 m
3
)—
Topsoil – 1,600 lb./cu. yd. (950 kg/m
3
).............................2.50 cu. yd. (1.9 m
3
)—
Coal – 1,780 lb./cu. yd. (1050 kg/m
3
)...............................2.25 cu. yd. (1.7 m
3
)—
Caliche – 2,100 lb./cu. yd. (1250 kg/m
3
)...........................1.38 to 1.75 cu. yd. (1.1 to 1.3 m
3
) 1.25 to 1.50 cu. yd. (1.0 to 1.2 m
3
)
Earth, loam – 2,100 lb./cu. yd. (1250 kg/m
3
) ....................1.75 cu. yd. (1.3 m
3
) 1.50 cu. yd. (1.2 m
3
)
Shale – 2,250 lb./cu. yd. (1330 kg/m
3
).............................1.75 cu. yd. (1.3 m
3
) 1.50 cu. yd. (1.2 m
3
)
Sand, dry – 2,400 lb./cu. yd. (1420 kg/m
3
).......................1.75 cu. yd. (1.3 m
3
) 1.50 cu. yd. (1.2 m
3
)
Clay, dry – 2,500 lb./cu. yd. (1480 kg/m
3
).........................1.12 to 1.50 cu.yd. (0.9 to 1.1 m
3
) 1.38 cu. yd. (1.1 m
3
)
Earth, dry – 2,550 lb./cu. yd. (1510 kg/m
3
).......................1.38 to 1.50 cu. yd. (1.1 to 1.2 m
3
) 1.38 cu. yd. (1.1 m
3
)
Limestone, broken or crushed – 2,600 lb./cu. yd.
(1540 kg/m
3
) .............................................................1.12 to 1.50 cu. yd. (0.9 to 1.2 m
3
) 1.00 to 1.38 cu. yd. (0.8 to 1.1 m
3
)
Earth, wet – 2,700 lb./cu. yd. (1600 kg/m
3
)......................1.50 cu. yd. (1.2 m
3
) 1.38 cu. yd. (1.1 m
3
)
Clay, wet – 2,800 lb./cu. yd. (1660 kg/m
3
)........................1.50 cu. yd. (1.2 m
3
) 1.38 cu. yd. (1.1 m
3
)
Rock, granite, blasted and broken – 2,800 lb./cu. yd.
(1660 kg/m
3
) .............................................................1.38 to 1.75 cu. yd. (1.1 to 1.3 m
3
) 1.25 to 1.50 cu. yd. (1.0 to 1.2 m
3
)
Sand, moist – 2,850 lb./cu. yd. (1690 kg/m
3
)....................1.50 cu. yd. (1.2 m
3
) 1.38 cu. yd. (1.1 m
3
)
Sand and gravel, dry – 2,900 lb./cu. yd. (1720 kg/m
3
).......1.50 cu. yd. (1.2 m
3
) 1.38 cu. yd. (1.1 m
3
)
Sand, wet – 3,100 lb./cu. yd. (1840 kg/m
3
) ......................1.38 cu. yd. (1.1 m
3
) 1.25 cu. yd. (1.0 m
3
)
Sand and gravel, wet – 3,400 lb./cu. yd. (2020 kg/m
3
)......1.38 cu. yd. (1.1 m
3
) 1.25 cu. yd. (1.0 m
3
)
*Contact your John Deere dealer for optimum bucket and attachment selections. These recommendations are for general conditions and average use. Larger buckets may be possible when using
light buckets, for flat and level operations, less compacted materials, and volume loading applications such as mass excavation applications in ideal conditions. Smaller buckets are recommended for
adverse conditions such as off-level applications and uneven surfaces. Bucket capacity indicated is SAE heaped.
230C LC Bucket Selection Guide
Recommended Bucket Size
General-Purpose Bucket* Heavy-Duty Bucket*
Material (loose weight)
Wood chips – 700 lb./cu. yd. (420 kg/m
3
).........................7.0 cu. yd. (5.4 m
3
)—
Peat, dry – 750 lb./cu. yd. (440 kg/m
3
).............................6.0 cu. yd. (4.6 m
3
)—
Cinders – 950 lb./cu. yd. (560 kg/m
3
)...............................4.25 cu. yd. (3.2 m
3
)—
Peat, wet – 1,170 lb./cu. yd. (690 kg/m
3
)..........................3.75 cu. yd. (2.9 m
3
)—
Topsoil – 1,600 lb./cu. yd. (950 kg/m
3
).............................2.5 cu. yd. (1.9 m
3
)—
Coal – 1,780 lb./cu. yd. (1050 kg/m
3
)...............................2.5 cu. yd. (1.9 m
3
)—
Caliche – 2,100 lb./cu. yd. (1250 kg/m
3
)...........................1.25–1.75 cu. yd. (1.0–1.3 m
3
) 1.13–1.50 cu. yd. (0.9–1.2 m
3
)
Earth, loam – 2,100 lb./cu. yd. (1250 kg/m
3
) ....................1.75 cu. yd. (1.3 m
3
) 1.50 cu. yd. (1.2 m
3
)
Shale – 2,250 lb./cu. yd. (1330 kg/m
3
).............................1.75 cu. yd. (1.3 m
3
) 1.50 cu. yd. (1.2 m
3
)
Sand, dry – 2,400 lb./cu. yd. (1420 kg/m
3
).......................1.75 cu. yd. (1.3 m
3
) 1.50 cu. yd. (1.2 m
3
)
Clay, dry – 2,500 lb./cu. yd. (1480 kg/m
3
).........................1.25–1.75 cu.yd. (1.0–1.3 m
3
) 1.38 cu. yd. (1.1 m
3
)
Earth, dry – 2,550 lb./cu. yd. (1510 kg/m
3
).......................1.25–1.63 cu. yd. (1.0–1.2 m
3
) 1.38 cu. yd. (1.1 m
3
)
Limestone, broken or crushed – 2,600 lb./cu. yd.
(1540 kg/m
3
) .............................................................1.13–1.63 cu. yd. (0.9–1.2 m
3
) 1.0–1.38 cu. yd. (0.8–1.0 m
3
)
Earth, wet – 2,700 lb./cu. yd. (1600 kg/m
3
)......................1.75 cu. yd. (1.3 m
3
) 1.63 cu. yd. (1.2 m
3
)
Clay, wet – 2,800 lb./cu. yd. (1660 kg/m
3
)........................1.63 cu. yd. (1.2 m
3
) 1.50 cu. yd. (1.2 m
3
)
Rock, granite, blasted and broken – 2,800 lb./cu. yd.
(1660 kg/m
3
) .............................................................1.50–1.75 cu. yd. (1.2–1.3 m
3
) 1.25–1.50 cu. yd. (1.0–1.2 m
3
)
Sand, moist – 2,850 lb./cu. yd. (1690 kg/m
3
)....................1.63 cu. yd. (1.2 m
3
) 1.50 cu. yd. (1.2 m
3
)
Sand and gravel, dry – 2,900 lb./cu. yd. (1720 kg/m
3
).......1.63 cu. yd. (1.2 m
3
) 1.50 cu. yd. (1.2 m
3
)
Sand, wet – 3,100 lb./cu. yd. (1840 kg/m
3
) ......................1.50 cu. yd. (1.2 m
3
) 1.38 cu. yd. (1.0 m
3
)
Sand and gravel, wet – 3,400 lb./cu. yd. (2020 kg/m
3
)......1.50 cu. yd. (1.2 m
3
) 1.38 cu. yd. (1.0 m
3
)
*Contact your John Deere dealer for optimum bucket and attachment selections. These recommendations are for general conditions and average use. Larger buckets may be possible when using
light buckets, for flat and level operations, less compacted materials, and volume loading applications such as mass excavation applications in ideal conditions. Smaller buckets are recommended for
adverse conditions such as off-level applications and uneven surfaces. Bucket capacity indicated is SAE heaped.
270C LC Bucket Selection Guide
Recommended Bucket Size
General-Purpose Bucket* Heavy-Duty Bucket*
Material (loose weight)
Wood chips – 700 lb./cu. yd. (420 kg/m
3
).........................8.0 cu. yd. (6.2 m
3
)—
Peat, dry – 750 lb./cu. yd. (440 kg/m
3
).............................7.0 cu. yd. (5.4 m
3
)—
Cinders – 950 lb./cu. yd. (560 kg/m
3
)...............................5.0 cu. yd. (3.9 m
3
)—
Peat, wet – 1,170 lb./cu. yd. (690 kg/m
3
)..........................4.5 cu. yd. (3.5 m
3
)—
Topsoil – 1,600 lb./cu. yd. (950 kg/m
3
).............................3.25 cu. yd. (2.5 m
3
)—
Coal – 1,780 lb./cu. yd. (1050 kg/m
3
)...............................3.25 cu. yd. (2.5 m
3
)—
Caliche – 2,100 lb./cu. yd. (1250 kg/m
3
)...........................1.50–2.0 cu. yd. (1.2–1.5 m
3
) 1.25–2.0 cu.yd. (1.0–1.5 m
3
)
Earth, loam – 2,100 lb./cu. yd. (1250 kg/m
3
) ....................2.25 cu. yd. (1.7 m
3
) 2.0 cu. yd. (1.5 m
3
)
Shale – 2,250 lb./cu. yd. (1330 kg/m
3
).............................2.25 cu. yd. (1.7 m
3
) 2.0 cu. yd. (1.5 m
3
)
Sand, dry – 2,400 lb./cu. yd. (1420 kg/m
3
).......................2.25 cu. yd. (1.7 m
3
) 2.0 cu. yd. (1.5 m
3
)
Clay, dry – 2,500 lb./cu. yd. (1480 kg/m
3
).........................1.50–2.0 cu.yd. (1.2–1.3 m
3
) 1.75 cu.yd. (1.3 m
3
)
Earth, dry – 2,550 lb./cu. yd. (1510 kg/m
3
).......................1.50–2.0 cu. yd. (1.2–1.3 m
3
) 1.75 cu.yd. (1.3 m
3
)
Limestone, broken or crushed – 2,600 lb./cu. yd.
(1540 kg/m
3
) .............................................................1.50–2.0 cu. yd. (1.2–1.5 m
3
) 1.38–1.75 cu.yd. (1.1–1.3 m
3
)
Earth, wet – 2,700 lb./cu. yd. (1600 kg/m
3
)......................2.0 cu. yd. (1.5 m
3
) 1.75 cu. yd. (1.3 m
3
)
Clay, wet – 2,800 lb./cu. yd. (1660 kg/m
3
)........................2.0 cu. yd. (1.5 m
3
) 1.75 cu. yd. (1.3 m
3
)
Rock, granite, blasted and broken – 2,800 lb./cu. yd.
(1660 kg/m
3
) .............................................................1.75–2.0 cu. yd. (1.3–1.5 m
3
) 1.50–1.75 cu.yd. (1.2–1.3 m
3
)
Sand, moist – 2,850 lb./cu. yd. (1690 kg/m
3
)....................2.0 cu. yd. (1.5 m
3
) 1.75 cu. yd. (1.3 m
3
)
Sand and gravel, dry – 2,900 lb./cu. yd. (1720 kg/m
3
).......2.0 cu. yd. (1.5 m
3
) 1.75 cu. yd. (1.3 m
3
)
Sand, wet – 3,100 lb./cu. yd. (1840 kg/m
3
) ......................1.50 cu. yd. (1.2 m
3
) 1.63 cu. yd. (1.2 m
3
)
Sand and gravel, wet – 3,400 lb./cu. yd. (2020 kg/m
3
)......1.75 cu. yd. (1.3 m
3
) 1.63 cu. yd. (1.2 m
3
)
*Contact your John Deere dealer for optimum bucket and attachment selections. These recommendations are for general conditions and average use. Larger buckets may be possible when using
light buckets, for flat and level operations, less compacted materials, and volume loading applications such as mass excavation applications in ideal conditions. Smaller buckets are recommended for
adverse conditions such as off-level applications and uneven surfaces. Bucket capacity indicated is SAE heaped.
39529_DKAX200CLC-Revised Adix32417_20pgs_PAGE 18 39529_DKAX200CLC-Revised Adix32417_20pgs_PAGE 19
YEL MAG
CYAN BLK
YEL
MAG
CYAN
BLK
395129c 9/22/05 12:26 PM Page 18
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