355x Filetype XLSX File size 0.08 MB Source: connect.ncdot.gov
Sheet 1: Balance Sheet
| Earthwork Balance Sheet | ||||||||||||||||||
| Volumes in Cubic Yards | ||||||||||||||||||
| PROJECT: | COUNTY: | Ashe | DATE: | COMPILED BY: | SHEET __ OF __ SHEETS | |||||||||||||
| Custom Shrinkage Factor | ||||||||||||||||||
| EXCAVATION | EMBANKMENT | WASTE | ||||||||||||||||
| STATION | STATION | TOTAL | ROCK | UNDERCUT | UNSUIT. | SUITABLE | TOTAL | ROCK | EARTH | EMBANK. | BORROW | ROCK | SUITABLE | UNSUIT. | TOTAL | |||
| UNCLASS. | UNCLASS. | UNCLASS. | +15% | |||||||||||||||
| 0 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | |||||||||||
| 0 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | |||||||||||
| 0 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | |||||||||||
| 0 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | |||||||||||
| 0 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | |||||||||||
| SUBTOTAL | 0 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | ||||
| 0 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | |||||||||||
| 0 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | |||||||||||
| 0 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | |||||||||||
| 0 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | |||||||||||
| 0 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | |||||||||||
| SUBTOTAL | 0 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | ||||
| 0 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | |||||||||||
| 0 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | |||||||||||
| 0 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | |||||||||||
| 0 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | |||||||||||
| 0 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | |||||||||||
| SUBTOTAL | 0 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | ||||
| 0 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | |||||||||||
| 0 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | |||||||||||
| 0 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | |||||||||||
| 0 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | |||||||||||
| 0 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | |||||||||||
| SUBTOTAL | 0 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | ||||
| TOTAL | 0 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | ||||
| MATERIAL FOR SHOULDER CONSTRUCTION | 0 | 0 | 0 | 0 | ||||||||||||||
| LOSS DUE TO CLEARING & GRUBBING | 0 | 0 | 0 | 0 | 0 | 0 | ||||||||||||
| ADDITIONAL UNDERCUT | 0 | 0 | 0 | 0 | 0 | 0 | 0 | |||||||||||
| ROCK WASTE TO REPLACE BORROW | 0 | 0 | 0 | 0 | 0 | |||||||||||||
| ADJUST FOR ROCK WASTE | 0 | 0 | 0 | |||||||||||||||
| WASTE IN LIEU OF BORROW | 0 | 0 | 0 | 0 | 0 | |||||||||||||
| PROJECT TOTAL | 0 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | ||||
| EST. 5% TO REPLACE TOP SOIL ON BORROW PIT | 0 | |||||||||||||||||
| GRAND TOTAL | 0 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | |||||
| SAY | ||||||||||||||||||
| NOTE: EARTHWORK QUANTITIES ARE CALCULATED BY THE ROADWAY DESIGN UNIT. THESE EARTHWORK QUANTITIES ARE BASED IN PART ON SUBSURFACE DATA PROVIDED BY THE GEOTECHNICAL ENGINEERING UNIT. | ||||||||||||||||||
| EST. DDE = X,XXX CUBIC YARDS | ||||||||||||||||||
| SHOULDER BORROW = X,XXX CUBIC YARDS | ||||||||||||||||||
| EST. SHALLOW UNDERCUT | ||||||||||||||||||
| EST.SHALLOW UNDERCUT BY STATIONS | ||||||||||||||||||
| TOTAL SHALLOW UNDERCUT | ||||||||||||||||||
| CLASS IV SUBGRADE STABILIZATION | ||||||||||||||||||
| PER GEOTECH RECOMMENDATION, ESTIMATED X,XXX CUBIC YARDS OF UNDERCUT TO BE USED IN THE DISCRETION OF THE RESIDENT ENGINEER. | ||||||||||||||||||
| BALANCE EARTHWORK CHECK | ||||||||||||||||||
| TOTAL UNCL. EXC: | 0 | EMB + %: | 0 | |||||||||||||||
| UNDERCUT EXC: | 0 | TOTAL WASTE: | 0 | |||||||||||||||
| BORROW EXC: | 0 | |||||||||||||||||
| TOTAL: | 0 | TOTAL: | 0 | |||||||||||||||
| Earthwork Balance Sheet | ||||||||||||||||||
| Volumes in Cubic Yards | ||||||||||||||||||
| PROJECT | COUNTY: | Alexander | DATE: | COMPILED BY: | SHEET __ OF __ SHEETS | |||||||||||||
| Custom Shrinkage Factor | ||||||||||||||||||
| EXCAVATION | EMBANKMENT | WASTE | ||||||||||||||||
| STATION | STATION | TOTAL | ROCK | UNDERCUT | UNSUIT. | SUITABLE | TOTAL | ROCK | EARTH | EMBANK. | BORROW | ROCK | SUITABLE | UNSUIT. | TOTAL | |||
| UNCLASS. | UNCLASS. | UNCLASS. | +15% | |||||||||||||||
| 0 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | |||||||||||
| 0 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | |||||||||||
| 0 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | |||||||||||
| 0 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | |||||||||||
| 0 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | |||||||||||
| SUBTOTAL | 0 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | ||||
| 0 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | |||||||||||
| 0 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | |||||||||||
| 0 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | |||||||||||
| 0 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | |||||||||||
| 0 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | |||||||||||
| SUBTOTAL | 0 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | ||||
| 0 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | |||||||||||
| 0 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | |||||||||||
| 0 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | |||||||||||
| 0 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | |||||||||||
| 0 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | |||||||||||
| SUBTOTAL | 0 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | ||||
| 0 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | |||||||||||
| 0 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | |||||||||||
| 0 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | |||||||||||
| 0 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | |||||||||||
| 0 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | |||||||||||
| SUBTOTAL | 0 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | ||||
| 0 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | |||||||||||
| 0 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | |||||||||||
| 0 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | |||||||||||
| 0 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | |||||||||||
| 0 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | |||||||||||
| SUBTOTAL | 0 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | ||||
| 0 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | |||||||||||
| 0 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | |||||||||||
| 0 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | |||||||||||
| 0 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | |||||||||||
| 0 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | |||||||||||
| SUBTOTAL | 0 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | ||||
| SHEET TOTAL | 0 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | ||||
| NOTE: EARTHWORK QUANTITIES ARE CALCULATED BY THE ROADWAY DESIGN UNIT. THESE EARTHWORK QUANTITIES ARE BASED IN PART ON SUBSURFACE DATA PROVIDED BY THE GEOTECHNICAL ENGINEERING UNIT. | ||||||||||||||||||
| Earthwork Balance Sheet | ||||||||||||||||||
| Volumes in Cubic Yards | ||||||||||||||||||
| PROJECT | COUNTY: | Alamance | DATE: | COMPILED BY: | SHEET __ OF __ SHEETS | |||||||||||||
| Custom Shrinkage Factor | ||||||||||||||||||
| EXCAVATION | EMBANKMENT | WASTE | ||||||||||||||||
| STATION | STATION | TOTAL | ROCK | UNDERCUT | UNSUIT. | SUITABLE | TOTAL | ROCK | EARTH | EMBANK. | BORROW | ROCK | SUITABLE | UNSUIT. | TOTAL | |||
| UNCLASS. | UNCLASS. | UNCLASS. | +20% | |||||||||||||||
| 0 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | |||||||||||
| 0 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | |||||||||||
| 0 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | |||||||||||
| 0 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | |||||||||||
| 0 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | |||||||||||
| 0 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | |||||||||||
| 0 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | |||||||||||
| 0 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | |||||||||||
| 0 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | |||||||||||
| 0 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | |||||||||||
| 0 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | |||||||||||
| 0 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | |||||||||||
| 0 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | |||||||||||
| 0 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | |||||||||||
| 0 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | |||||||||||
| 0 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | |||||||||||
| 0 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | |||||||||||
| 0 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | |||||||||||
| 0 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | |||||||||||
| SUBTOTAL | 0 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | ||||
| 0 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | |||||||||||
| 0 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | |||||||||||
| 0 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | |||||||||||
| 0 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | |||||||||||
| 0 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | |||||||||||
| 0 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | |||||||||||
| 0 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | |||||||||||
| 0 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | |||||||||||
| 0 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | |||||||||||
| 0 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | |||||||||||
| 0 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | |||||||||||
| 0 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | |||||||||||
| 0 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | |||||||||||
| 0 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | |||||||||||
| 0 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | |||||||||||
| 0 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | |||||||||||
| 0 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | |||||||||||
| 0 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | |||||||||||
| 0 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | |||||||||||
| SUBTOTAL | 0 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | ||||
| SHEET TOTAL | 0 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | ||||
| NOTE: EARTHWORK QUANTITIES ARE CALCULATED BY THE ROADWAY DESIGN UNIT. THESE EARTHWORK QUANTITIES ARE BASED IN PART ON SUBSURFACE DATA PROVIDED BY THE GEOTECHNICAL ENGINEERING UNIT. | ||||||||||||||||||
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