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picture1_Excel Sheet Download 30785 | Balance Sheet   Earthwork


 184x       Filetype XLSX       File size 0.08 MB       Source: connect.ncdot.gov


File: Excel Sheet Download 30785 | Balance Sheet Earthwork
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 ...

icon picture XLSX Filetype Excel XLSX | Posted on 08 Aug 2022 | 3 years ago
Partial file snippet.
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













Sheet 2: Subtotals






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.


















Sheet 3: 2 Subtotals






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.


















The words contained in this file might help you see if this file matches what you are looking for:

...Sheet balance earthwork volumes in cubic yards project county ashe date compiled by of sheets custom shrinkage factor excavation embankment waste station total rock undercut unsuit suitable earth embank borrow unclass subtotal material for shoulder construction loss due to clearing amp grubbing additional replace adjust lieu est top soil on pit grand say note quantities are calculated the roadway design unit these based part subsurface data provided geotechnical engineering dde x xxx shallow estshallow stations class iv subgrade stabilization per geotech recommendation estimated be used discretion resident engineer check uncl exc emb subtotals alexander...

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