Excavation Term Project
luisgiraldo85
FinalProjectSitework.xlsxsummary
| Site Attributes | |||||
| 1 | Location | Downtown Miami | |||
| 1 | Lot | Dimensions: 300 x 200 yds | 60,000 sq yds | 540,000 sq ft | |
| 3 | Old Building 4 stories high | Area 10,000 sq ft | 90,000 Sq ft | Area: 22,500 sq ft per floor | |
| 4 | Landscape | Area: 50,000 sq yds | Area: 450,000 Sq ft | ||
| 5 | Tree | 1-2 ft | Remove | ||
| 6 | Tree | 2-3 ft | Remove | ||
| 7 | Tree | 3-4 ft | Remove | ||
| 8 | Excavation | Depth: 10 ft | Volume 5'400,000 CF | Volume: 200,000 | |
| 9 | Disposal Site | 3 miles away | |||
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Foundation
| Shallow Foundations | ||
| Concrete | ||
| Materials | ||
| Strenght | Quantity | |
| Brand | 6,000 psi | |
| Reinforcement | ||
| Materials | ||
| Steel 1 | ||
| Steel 2 | ||
| Steel 3 | ||
site prep.
| Site Preparation/Clearing | |||||||||||
| Demolition | |||||||||||
| Equipment | rent/own | Type | attachements | brand | model | capacity | capabilities | efficiency | |||
| Excavator | back hoe | bucket / size | grapple | ram attachement | KOBELCO | SC260LC-10 LONG REACH (SK260L-10) | Long reach | ||||
| Excavator | back hoe | bucket / size | grapple | ram attachement | JHON DEERE | 245G LC Excavator | scrap removal | ||||
| excavator | loader | multipurpose | gen. purpose | screen crusher | JHON DEERE | 755K Crawler loader | loading | ||||
| excavator | loader | multipurpose | gen. purpose | screen crusher | JHON DEERE | 755K Crawler loader | Crushing concrete | ||||
| W/M dumpster | rent | roll off | n/a | n/a | n/a | Dumpster Source | 7 x 20 x 8 | 40 CY | |||
| Materials | |||||||||||
| Waste | 8.910 Tons | ||||||||||
| Clearing & Grubbing | |||||||||||
| Equipment | rent/own | Type | attachements | brand | capacity | capabilities | efficiency | ||||
| excavator | back hoe | grapple | bucket / size | multipurpose | JHON DEERE | 755K Crawler loader | |||||
| dozer | pusher | straight plate | JHON DEERE | 1050C crawler tractor | |||||||
| W/M dumpster | rent | roll off | n/a | n/a | n/a | Dumpster Source | 7 x 20 x 8 | 40 CY | |||
| Materials | |||||||||||
| Trees | |||||||||||
| waste | |||||||||||
| Removal of Topsoil | |||||||||||
| Equipment | rent/own | Type | attachements | brand | capacity | capabilities | efficiency | ||||
| Excavator | back hoe | bucket / size | grapple | ram attachement | KOBELCO | SC260LC-10 LONG REACH (SK260L-10) | Long reach | ||||
| excavator | loader | multipurpose | gen. purpose | screen crusher | JHON DEERE | 755K Crawler loader | loading | ||||
| Materials | |||||||||||
| Soil Type 1 | |||||||||||
| Soil Type 2 | |||||||||||
| Soil Type 3 | |||||||||||
| Excavation and Hauling | |||||||||||
| Equipment | rent/own | Type | attachements | brand | capacity | capabilities | efficiency | ||||
| excavator | back hoe | bucket / size | |||||||||
| dozer | ripping rock | ||||||||||
| Materials | |||||||||||
| Soil Type 1 | |||||||||||
| Grading & Leveling | |||||||||||
| Equipment | rent/own | Type | attachements | brand | capacity | capabilities | efficiency | ||||
| dozer | pushing material | angle blade | laser & gps | ||||||||
| scrapper | |||||||||||
| Materials | |||||||||||
| Soil Stabilization/compaction | |||||||||||
| Equipment | rent/own | Type | attachements | brand | capacity | capabilities | efficiency | ||||
| excavator | back hoe | bucket/size | |||||||||
| dozer | ripping rock | ||||||||||
| Materials | |||||||||||
Assumptions.
| assumptions | Unit Weight lb/cuyd | |||||||||||
| # | Construction Phase | Assumption made | Calculations | Loose | Bank | Compacted | Construction Type | Waste Produced ( lbs / SF) | ||||
| 1 | Demolition | Waste Produced: 160 lb/Ft | 90,000 * 160 = 144'000,000 lbs | Clay | 2,310 | 3,500 | 3,750 | Non Residential Demolition | 38-358 | |||
| 7,200 Tons | ||||||||||||
| 2 | Site prep. | Soil Density | Common Earth | 2,480 | 3,100 | 3,450 | Residential Demolition | 50-115 | ||||
| 3 | Site prep. | Soil Moisture Content | Rock Blasted | 3,060 | 4,600 | 3,550 | Residential Renovation | 3.31-72.10 | ||||
| 4 | Site prep. | Soil Fill factor: Sand & gravel 0.95 -1.10 | Sand & Gravel | 2,860 | 3,200 | 3,650 | ||||||
| 5 | Site prep. | Loose Volume: 2,860 lb/CY | Traditional Demolition | |||||||||
| 6 | Site prep. | Bank Volume: 3,200 Lb/CY | Swell % | Shrinkage % | Load Factor | Shrinkage Factor | Budget | |||||
| 7 | Site prep. | Compacted Volume: 3,650 lb/CY | Clay | 10 | 20 | 0.77 | 0.8 | $13-$16 per SF | ||||
| 8 | Site prep. | Soil fill factor: Sand & gravel 0.95 -1.10 | Common Earth | 25 | 10 | 0.8 | 0.9 | Schedule | ||||
| 9 | Foundation | Reinforcement Type | Rock Blasted | 50 | -30 | 0.67 | 1.3 | 9-14 days | ||||
| 10 | Site prep. | Slopes are less than 2% | Sand & Gravel | 12 | 12 | 0.89 | 0.88 | |||||
| 11 | Site prep. | Vegetation: Chipping & Removal from area | ||||||||||
| 12 | Site prep. | 5 ft of backfill entire lot | ||||||||||
| 13 | Foundation | raft foundation | ||||||||||
| 14 | Site prep. | after foundation, fill backfill to ground level | ||||||||||
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