1 PRESENTATION FLOWABLE FILL Presented By: Mac McArthur, P.E. Construction Engineering Services Bureau Mike Lynch Materials Bureau Highways and Engineering.

Slides:



Advertisements
Similar presentations
PRESENTATION FOR CWEA TRAINING Keys to Successful Pipeline/Infrastructure Projects Pipeline Flow Diversion Presented by: Tom Epperson, PE, Tetra Tech.
Advertisements

2.13 SPECIAL CONCRETES Low Cost Light Weight Heavy Weight Underwater Ultra High Strength Ultra Durable Architectural Low Noise Reduced environmental impact.
ARC313 Building Code II. Review What is the minimum bearing pressure allowed for soils to support foundations? 75 kPa How can you tell by looking at the.
APM/PERMAFORM Pipe Lining by the Centrifugally Cast Concrete Pipe Lining Process (Centri-Pipe)
W. J. M. K. PERERA (RU/E/2007/119) Department of Civil and Environmental Engineering.
Grouting & Placement For Geothermal Applications Presented by Stewart Krause Wyo-Ben, Inc. Billings, MT.
CONSTRUCTION OF SOIL NAILING WALLS
Petroleum Equipment Institute
Carpentry Skilled Trades 1201 Footings and Foundations.
What Materials Can Be Used to Plug a Well. Introduction Types of materials Reasoning for using these materials Why should you use potable water when mixing.
Remediation of Heavily Congested Urban Site Toronto, ON, Canada
Geotechnical Investigation Step 1 - Gather Existing Information Structure Data Bridge, building, road, wall, etc. Type - stories, loads, materials, etc.
An Introduction To Chemical Soil Stabilization Presented by: Marco Silvestre, P.EGary Dukewits.
WORKSHEET 4 CONCRETE. Q1 a) what are the two main properties that concrete must have? (i) strength b) how do we achieve them? by using an acceptable water.
Concrete
Student Objectives: * You should know what the instructor expects from you to final grade * You should be able to assess your level of knowledge for this.
PLUGGING ABANDONED WATER WELLS. Introduction Abandoned water wells as a risk to our: –Safety –Water supply How can we plug these abandoned wells.
Managing coal combustion residues Information from: Managing Coal Combustion Residues in Mines Committee on Mine Placement of Coal Combustion Wastes,
Foundations. Foundation supports weight of structure –Includes soil and rock under foundation –Building construction described by foundation type Slab.
KOECH KIPLANGAT JOSEPH ADM NO 2012/BC/25432 CLASS 2012BCBC1B.
Increased load capacity of arch bridge using slab reinforced concrete T.G. Hughes & M. Miri Cardiff School of Engineering Arch 04, Barcelona, Nov ,
Controlled Low Strength Material (CLSM) aka ‘Flowable Fill’ Presented by: Daniel Garza.
Concrete. The word “concrete” originates from the Latin verb “concretus”, which means to grow together.
Estimating Ahmed Elyamany, PhD, AVS. EARTHWORK AND EXCAVATION bank  Earth that is to be excavated is called bank measure. loose  Earth that is to be.
Topic C1 Superstructures - walls
Chapter 18 Foundations.
SHALLOW SURFACE COMPACTION
Sanitary Engineering Lecture 16
2014 CONSTRUCTION ESTIMATES Estimates Estimates 3 Point of the illustration? Document your assumptions.
OPTIMUM COATING SOLUTIONS OPTEK PRODUCTS CEMETITIOUS COATINGS AND ADDITIVES Brief overveiw.
Compaction in LBRC Training of Trainer Personnel on Environmentally Sound Design and Implementation of Public Works- Community Roads of the Productive.
TRENCHLESS TECHNOLOGY
You Should Know Bulletin No. 135 © ACPA All Rights Reserved.
Chapter 14 Continued.
Sanitary Engineering Lecture 11. Storm Water Runoff Storm water runoff is the precipitation which seeps into the ground if precipitation occurs faster.
Controlled Low Strength Material (CLSM) ‘Flowable Fill’
Your Distribution System – Cradle to Grave Construction Inspection of Water Distribution Mains – Do it Right or be Sorry Ron Bard, P.E.
Grouts and Grout tests for NOVA The NOVA extrusions, when filled, will exert an average pressure of 19 psi (2736 psf) on the floor. The pressure is not.
Soil and Earth Works Faculty of Applied Engineering and Urban Planning Civil Engineering Department Lecture 3 - Week 2 2 nd Semester 2008/2009 UP Copyrights.
Specification & Quantities Estimating Lecturer Maha Muhaisen College of Applied Engineering& Urban Planning.
Backfilling new sewer line trench/excavation Multitask sewer installation: trenching and installing new sewer line followed by trench backfill and compaction.
BCM 210 Foundation Issues- Fall 2000 refer to Allen Text
Structures: Design and construction of stream crossings
LIGHTWEIGHT FOAMED CONCRETE for Roads and Geotechnical Applications
Decision Making and Data Management in Geotechnical Engineering
Excerpts from actual PMI Evaluations
P ART A - S TANDARDS A NNUAL ‘A’ B OOK R EVIEW  Conducted by City of Toledo -Division of Engineering Services  Review Typically performed in Q4.
Foundation Failure. Foundation movement may result from a wide range of factors, which can include: Shrinking or swelling of clays caused by changes in.
Sanitary Engineering Lecture 13
Construction Inspection for FO Activities - Soils and Earthwork
Concrete Repair presented by: Amirhossein Jodeiri Mapua Institute Of Tecnology.
BY MOHANA.V CIVIL ENGINEERING FINAL YEAR - VII SEM.
Concrete Repair.
Soil Improvement.
Geotechnical Investigation
Under the Guidance of Prof. Jayashree Sengupta
TRENCHLESS TECHNOLOGY
Concrete Strength Testing
Substructure Construction Sequence
What is an on-lot sewage system?
UTILITY VAULTS: THE PRECAST ADVANTAGE
Quality Control Personnel Training
Septic System Construction and Location
DRY CAST CONCRETE FOR BOXES
Construction Considerations
AASHTO LRFD Section 12 Standards
BET403 Cost Engineering Individual Assignment & Group Report
2019 Basic Drilling Fluids HDD Applications Cebo Holland B.V.
Light Compaction Equipment
Light Compaction Equipment
Presentation transcript:

1 PRESENTATION FLOWABLE FILL Presented By: Mac McArthur, P.E. Construction Engineering Services Bureau Mike Lynch Materials Bureau Highways and Engineering Conference – February/March 2006

2 AGENDA  WHAT IS FLOWABLE FILL?  WHY USE FLOWABLE FILL?  WHEN SHOULD FLOWABLE FILL BE USED?  HOW IS FLOWABLE FILL USED?  QUESTIONS/ANSWERS

3 WHAT IS FLOWABLE FILL?  OTHER NAMES  Controlled Low-Strength Material (CLSM)  Controlled Density Fill  Flowable Mortar  Low Strength Slurry Cement Backfill  Lean Mix Backfill  Lean Fill  Un-shrinkable Fill  Flowable Fly Ash  Flowable Backfill  Flowable Grout  WHAT IT IS NOT!  Non-Shrink Concrete (Old MDT Concrete Type – “NS”)

4 NOT FLOWABLE FILL! Just Very Wet Concrete!

5 SLUMP TEST? THE WAY IT IS SUPPOSE TO LOOK

6 WHY USE FLOWABLE FILL? FLOWS LIKE A LIQUID SETS LIKE A SOLID SELF-LEVELING REQUIRES NO COMPACTION REQUIRES NO VIBRATION TAKES THE PLACE OF CONCRETE TAKES THE PLACE OF COMPACTED SOILS TAKES THE PLACE OF COMPACTED SAND FILLS VOIDS IS REMOVABLE  Excavatable – Easily Removed with a Shovel  Non-Excavatable – Easily Removed with Light Equipment (Backhoe or Bob Cat) COST EFFECTIVE

7 14 REASONS TO USE FLOWABLE FILL 1) Readily Available 2) Easy to Deliver 3) Easy to Place 4) Versatile 5) Strong and Durable 6) Can be Excavated to Remove 7) Requires Less Inspection 8) Allows Fast Return to Traffic 9) Will Not Settle 10) Reduces Excavating 11) Improves Worker Safety 12) Allow All-Weather Work 13) Reduces Equipment Needs 14) Requires No Storage

8 STANDARD SPECIFICATIONS

9

10

11 WHEN SHOULD IT BE USED? PIPES/UTILITY CONDUITS Haunch/Sides For Large Pipe Backfill Small Culverts Backfill Conduits/Pull Boxes – Urban Traffic Projects FILL ABANDONED FACILITIES Wells Sewer Lines and Manholes Small Culverts Underground Storage Tanks RETAINING WALL BACKFILL BRIDGE END BACKFILL Bridge Bureau Design and Approval

12 CULVERT BACKFILL PTW TRENCH BACKFILL

13 RETAINING WALL BACKFILL UTILITY CONDUIT BACKFILL

14 HOW IS IT USED? CONSTRUCTION METHODS Use Chute or Pump Do Not vibrate or Compact Cannot Freeze Provide Restraints to Prevent Flotation Confine Flow and Prevent Intrusion * Do Not Use as Driving Surface TESTING Mix Design Required No compressive Strength Test Required Set Time (Weight of a Person or Penetrometer)

15 TEST TRENCH LESS THAN 24 HOURS

16 HOW IS IT USED? (Continued) FLOWABLE FILL HELP GUIDE Link = OTHER USES FOR FLOWABLE FILL Short Span Bridge Rehabilitation * Large Culvert Rehabilitation * PHOTOGRAPHS FOLLOW

17 LOTS OF FLOWABLE FILL – NOTE CONFINEMENT

18

19

20

21

22 QUESTIONS/ANSWERS