184x 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. |
no reviews yet
Please Login to review.