| Typical operating weight | Approximately 19–22 tonnes | Approximately 28–32 tonnes | Choose according to ground pressure, transport capacity, and working-space limits. | A heavier machine generally provides greater stability and breakout performance but increases hauling and site-access requirements. |
| Engine power range | Approximately 95–125 kW | Approximately 145–185 kW | 20-ton: routine excavation30-ton: heavy production | Higher power helps maintain productivity in hard soil, deep excavation, and continuous high-load applications. |
| Maximum digging depth | Approximately 6.5–7.0 m with a standard digging arm | Approximately 7.0–7.8 m with a standard digging arm | Use the 30-ton class when the required depth is near the upper limit of the 20-ton class. | Actual depth depends on arm length, bucket geometry, track position, and the required working clearance. |
| Maximum reach at ground level | Approximately 9.5–10.5 m | Approximately 10.5–11.5 m | 20-ton for compact sites; 30-ton for wider trenches and larger working envelopes. | Greater reach can reduce machine repositioning, particularly on road, drainage, and quarry projects. |
| Bucket capacity range | Approximately 0.75–1.20 m³ | Approximately 1.20–1.80 m³ | 20-ton: mixed soil, utility work, general digging 30-ton: high-volume earthmoving and dense material | Bucket size should be matched to material density, truck payload, hydraulic capacity, and safe lifting limits. |
| Suitable soil and material | Soft to medium soil, clay, sand, gravel, and moderately compacted fill | Medium to hard soil, dense gravel, compacted fill, and heavy excavation with suitable attachments | Use the larger class for sustained work in dense or difficult ground. | For solid rock or heavily cemented material, attachment selection and production targets are more important than excavator size alone. |
| Trench and utility work | Excellent for urban utilities, drainage, foundations, and general site preparation | Effective for large-diameter pipelines, deep corridors, and long open trenches | 20-ton class for restricted access and frequent repositioning. | The smaller footprint normally provides better maneuverability and lower risk of damaging nearby roads, structures, or services. |
| Bulk earthmoving productivity | Moderate production with lower fuel and transport demand | Higher production per cycle and better suitability for large truck fleets | 30-ton class when daily volume and schedule pressure are high. | Large-scale sites can benefit from bigger buckets and stronger hydraulics, provided trucks and haul roads can support the output. |
| Lifting and loading work | Suitable for moderate pipe, culvert, and structural-component handling within rated limits | Better stability for heavier lifts and longer working radii within rated limits | 30-ton class for frequent heavy lifting; 20-ton class for lighter, occasional lifts. | Never select by operating weight alone. Check the rated lift chart, radius, boom configuration, ground condition, and lifting accessories. |
| Restricted or urban access | Usually easier to position on narrow roads and compact work areas | Requires more room for swing clearance, transport, and ground bearing | 20-ton class for tight sites, city work, and projects with limited entry routes. | Measure gate width, road capacity, overhead clearance, swing radius, and allowable ground pressure before mobilization. |
| Transport requirements | Typically easier to move with a standard heavy equipment trailer, subject to local regulations | Usually requires a higher-capacity trailer, route planning, and possible permit review | Choose the smallest class that meets production requirements if transport cost is a major concern. | Total transport weight includes attachments, fuel, accessories, trailer capacity, and applicable legal axle-load limits. |
| Ground bearing and site impact | Generally lower ground pressure and reduced risk on prepared but sensitive surfaces | Higher ground pressure; may require mats, improved access roads, or stronger working platforms | 20-ton class on weak or finished surfaces unless the site is properly reinforced. | Ground conditions should be reviewed by the site team, especially near excavations, buried services, slopes, and temporary platforms. |
| Fuel and operating cost | Typically lower fuel use per operating hour and lower mobilization cost | Typically higher fuel consumption and operating cost, offset by greater output | Compare cost per cubic metre moved, not fuel cost per hour alone. | A larger excavator may be more economical when it significantly reduces cycle time, truck waiting, or project duration. |
| Best-fit project profile | Urban construction, utility installation, residential foundations, landscaping, road maintenance, and medium-scale earthworks | Large foundations, major roadworks, quarry support, bulk excavation, large drainage systems, and heavy civil construction | Select 20-ton for versatility and access; select 30-ton for output and heavy-duty capacity. | The best choice balances production, access, transport, safety, attachment compatibility, and total cost of ownership. |
| Decision rule | Choose when the machine can complete the deepest, heaviest, and highest-volume task with a practical safety margin. | Choose when the 20-ton class would require excessive cycle time, undersized buckets, or repeated repositioning. | Prioritize project constraints before maximum machine capacity. | Confirm the final selection using the manufacturer’s current specifications, rated lift charts, local transport rules, and a site-specific production estimate. |