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Earthworks

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Usually not much of issue with planned excess for the project. Current project. Plan 26,006 m3 rap, not included in grading summary, plan 11,405 m3 borrow. – PowerPoint PPT presentation

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Title: Earthworks


1
Earthworks Mass DiagramsClay Blackwell MDT
  • Welcome
  • Child 1 2
  • Hailey
  • Hunter

2
Agenda
  • Purpose Review Earthwork principles and
    understand the use of Mass Diagrams.
  • General Plan Use the lecture to review
    earthwork mass diagram principles and implement
    them into daily design and construction
    procedures.
  • Objectives Participants should understand
    shrink, swell, haul, and the use of the Mass
    diagram to accomplish standard engineering tasks
    without the use of a Lawyer.

3
Why is Dirt so important?
4
Some Want A Little
5
Many Want More
6
And Some Dont Care (Walleye Wiss)
7
And Many Died For It
8
Overview
  • Banked Volume
  • Compacted Volume
  • Shrink
  • Swell
  • Earthwork Elements
  • Mass Haul Diagrams - Terminology
  • Mass Haul Diagrams Field Examples

9
Banked Volume
  • In Place In Situ
  • Undisturbed

10
Compacted Volume
  • Manipulate
  • Crush
  • Add Water
  • Mix

11
Contractor-Inspector Compaction Issue. Job went
smooth after resolution.
12
Shrink
  • Compacted Volume less than the Banked Volume.
  • Clay, Silt, Sand.

13
Swell
  • Compacted Volume Greater than the Banked Volume.
  • Rock

14
Adjustments To Excavation
  • Unclassified Excavation
  • Should the following adjustments be added or
    deducted from the roadway excavation quantity?

15
Approach Excavation?
  • Should be Added
  • Usually included in the roadway quantities.
  • Approach embankment should be measured at the
    project completion and earthworks report edited
    to provide a true shrink/swell for future
    information.

16
Structure Excavation?
  • Added
  • Usually not included in roadway Excavation.
    Minute on large Construction projects.
  • Be careful on small earthwork projects set up
    for borrow.
  • Select Backfill

17
Pavement Removal?
  • Deducted
  • If the material is recycled and not used in the
    subgrade.
  • No adjustment needed if incorporated into the
    fill as its already included in the staked
    quantity.

18
Topsoil Stripping?
  • Deduct

19
Roadway Obliteration?
  • Deducted if not economical and practical to
    haul or use.
  • Added if economical and practical to use.

20
Sub excavation?
  • Added if suitable
  • Deducted if unsuitable. Less excavation will
    be available for fill since suitable excavated
    material will be needed to fill the sub excavated
    void.

21
Mass Haul Diagram Terminology
  • Cut
  • Excavation a positive value
  • Fill
  • Embankment a negative value
  • Embankment Plus an adjusted volume due to
    shrink or swell.
  • Mass Ordinate
  • Algebraic sum of the cut and fill.
  • Haul
  • There are two references haul. Haul refers to
    the distance excavated material is moved or the
    technical version of a distance volume
    (station-yard).
  • Balance Line
  • The cut is equal to the fill.

22
Mass Ordinate
  • The Algebraic sum of the accumulated cut or fill.
  • The cut will be a positive value.
  • The fill will be negative.
  • This is the vertical scale on a mass diagram.
  • Where the mass ordinate changes signs, between
    these two stations a balance point exists.

23
Mass Ordinate, Shrink Factor 1.00
24
Mass Ordinate, Shrink Factor 1.32
25
Mass Ordinate Graph
26
Haul
  • Haul is computed by multiplying the volume of
    excavation removed from its original position by
    a mean distance. Km m3 or station yd3.
  • The distance between the center volume of
    excavation and the center volume of embankment is
    the average haul distance.
  • Haul influences the cost of earthwork.
  • Haul is only the cost to transport.

27
Scraper Productivity
28
Redneck Haul
29
Haul Estimate
30
Average Haul
31
Haul vs. Waste/Borrow?
32
Child 3,4, 5 Hannah, Heather, Hudson
33
Mass Diagrams
  • Grading Summary and the Mass Haul Diagram are the
    contractors primary tools for bidding earthwork.
  • Representation of the way the dirt should
    probably be moved on a project.
  • Determines where additional work may be needed
    with respect to grades and alignment. (Designer
    Field)
  • If gross earth movements contradict the mass
    diagram Red Flag. Investigate Document.
  • Usually a very good tool for dispute resolution.
  • Opinion- One of the most important documents in
    a set of plans. Earthwork in most cases is the
    major cost on a project. The diagram usually
    represents the quality of a set of plans.

34
Mass Diagram Characteristics
  • A rising mass curve denotes cut.
  • A falling mass curve denotes fill.
  • Steep slopes of a the curve indicate heavy cut or
    fill vs. flat slopes which indicate small
    earthwork quantities.
  • Points of zero slope on the mass diagram show
    change from cut to fill or fill to cut.
  • If a horizontal line intersects the curve at two
    points the cut and fill are in balance or equal.

35
Profile Mass Diagram
36
Haul Limits
37
Mass Diagram 1(Plan)
38
Mass Diagram 1 (Staked)
39
Mass Diagram 1 (As-Built)
40
Mass Diagram 2 (Plan)
41
Mass Diagram 2 (Staked)
42
Borrow Entrance-Haul Comparison Mass Diagram 2
43
Mass Diagram 3 (Plan 32 Shrink)
44
Mass Diagram 3 (25 Shrink)
45
Mass Diagram 4 (Plan)
46
Mass Diagram 4 (Staked)
47
Mass Diagram 4 (As-Built)
48
Mass Diagram 5 (Plan)
49
Mass Diagram 5 (Staked)
50
Mass Diagram 5 (As-Built)
51
Mass Diagram 5 (Theoretical)
52
Summary
  • Questions???

53
Child number 5 (Hudson)
54
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