Contents. References 6 British Standards 6 Model Clauses 6 Other Publications 6. Reference
|
|
- Daniella Charles
- 7 years ago
- Views:
Transcription
1 SECTION 72 CAST-IN-PLACE PILES Contents Page Cast-in-place piles generally Dimensions of piles Boring Reinforcement Placing of concrete Pile head casting level tolerances Grouting of piles Disposal of excavated material Additional requirements for underpinning Driving piles 4 References 6 British Standards 6 Model Clauses 6 Other Publications 6 Page 1 of 6
2 SECTION 72 Cast-in-place piles generally (B3.1, B4.1, B5.1) CAST-IN-PLACE PILES Delete ICE Specification, clauses B3.1, B4.1 and B5.1, and the following shall apply. Materials and workmanship for cast-in-place piles shall be in accordance with Section 70 (General requirements for piling), Section 80 (Structural concrete) and ICE Specification sections B3, B4 or B5, as amended by this Section of the Model Clauses. Where such requirements conflict ICE Specification sections B3, B4 or B5, as amended by this Section of the Model Clauses shall take precedence. Unless specified otherwise in Appendix 72/1, the grade of concrete to be used in the piles shall be determined by the Contractor as part of the pile design. The Contractor shall demonstrate that allowances have been made in his design for long-term changes in concrete properties caused by shrinkage and creep. Dimensions of piles (B1.10.2) Boring (B3.5.5) Casings (B3.3.2, B5.4.1) Unless specified otherwise in Appendix 72/2, the Contractor shall define the proposed pile diameter as in ICE Specification, clause B In addition to ICE Specification, clause B3.5.5, pile bores shall be exposed for the minimal period practicable, and shall be covered when work is not in progress. The ingress of surface water, track ballast or other foreign objects into the pile bore shall be prevented. Unless specified otherwise in Appendix 72/3, the Contractor shall provide details of all temporary and permanent casings - these should be fit for purpose as defined in ICE Specification, clauses B3.3.2 and B Notwithstanding the requirements of ICE Specification, clause B3.3.2, for work on or near the line, temporary or permanent casings shall not be left higher than the top of sleeper level on completion of the absolute possession for installation, and any open casing shall be backfilled. In ICE Specification, clause B3.5.1, insert as amended by Section 70 (General requirements for piling) after clause B1.13. Spillage and disposal of support fluid (B18.7) In addition to ICE Specification, clause B18.7, any track ballast contaminated by drilling fluid shall be replaced with new track ballast and the Permanent Way made good. Page 2 of 6
3 Pumping from pile bores (B3.5.4) Cleanliness of pile bases (B3.5.7) Reinforcement (B3.4.1, B4.4.7) Placing of concrete (B , B5.4.8) Concrete mix design and workability Compaction (B ) Further to ICE Specification, clause B3.5.4, where pumping from pile bores is permitted, the stability of the Permanent Way shall not be affected by the pumping, and track ballast shall not be contaminated by the pumped water. In addition to ICE Specification, clause B3.5.4, filters shall be provided to all pumping equipment to inhibit the removal of fines from the surrounding soils. Further to ICE Specification, clause B3.5.7, for piles of 750 mm diameter or greater, and where the pile bore contains water or drilling fluid, the base of each bore shall be cleaned using an airlift method acceptable to the Employer s Representative Further to ICE Specification, clauses B3.4.1 and B4.4.47, where Option 1 Engineer design under ICE Specification clause B1.4 applies, the minimum length of reinforcement shall be as detailed in Appendix 72/ In addition to ICE Specification, clauses B and B5.4.8 as applicable, except where piles are constructed using continuous flight augers, concrete shall not be placed in any pile bore without the agreement of the Employer s Representative. Concrete placed in continuous flight augers shall comply with Section 80 (Structural concrete). Further to ICE Specification, clause B , when the bore is dry the top 1.5 metres of the pile below final level shall be vibrated. The method of working shall be such that fines are not washed away from the concrete of unset piles. Pile head casting level tolerances (B1.10.3, B5.4.11) Further to ICE Specification, clauses B or B as applicable, the top of the pile shall be above the finished level of the pile head shown on the Contract Drawings and the surplus removed to provide a satisfactory bonding of the pile head to the structure. For piles constructed on or near the line, and where the pile head level is below the commencing surface, an additional casting tolerance to that specified in ICE Specification, table B1.5 shall be provided to prevent the pile head concrete from being contaminated by the backfill. Page 3 of 6
4 Temporary backfilling above pile casting level (B1.10.3) Grouting of piles (B ) Disposal of excavated material Additional requirements for underpinning Further to ICE Specification, clause B1.10.3, open bores on or near the line shall be backfilled with clean spent ballast. The method of placing the backfill shall be such that the pile concrete below pile head level is not contaminated Further to ICE Specification, clause B , the necessity and requirements for piles to be pressure grouted shall be determined by the Contractor as part of the pile design Disposal of excavated material shall be in accordance with the requirements of Appendix 72/ Boring equipment shall be suitable for drilling through concrete and masonry without causing harmful disturbance or vibration to the existing structure. Underpinning piles shall be constructed without damaging previously formed piles or adjacent structures, and without loss of ground from below existing structures or the ingress of drilling fluid into adjacent drains or track bed. Driving piles (B5.4.3) Driving records (B5.5.1) As stated in ICE Specification, clause B5.4.3, pile installation and procedures shall be in accordance with clause B1.14 except where acceptable evidence is provided to the Employer s Representative of the suitability of alternative equipment or methods. ICE Specification, clause B5.5, requires that clause B1.12 is met regarding the supply of records for each pile. With the agreement of the Employer s Representative and unless stated otherwise in Appendix 72/6, the percentage of piles for which full records are required may be reduced but to not less than 10% of the total number of piles. Redrive checks in ICE Specification, clause B are required. Set (B1.14.3) Driven sequence and risen piles (B1.14.4) Delete ICE Specification, clause B1.14.3, sub paragraph (e). In ICE Specification, clause B1.14.4, paragraphs 3 and 4, delete once a week and insert at commencement of each day s or shift s work following piling. Where redriving is to be carried out, a revised sequence of piling shall be submitted to the Employer s Representative for acceptance. Full driving records shall be provided for all piles required to be redriven. Page 4 of 6
5 Should the Contractor propose to utilise jetting to ease pile driveability in cohesionless soils, such jetting shall be carried out in accordance with BS EN Page 5 of 6
6 REFERENCES This is a list of publications referred to within this Section of the Model Clauses. British Standards Title Issue date BS EN Execution of special geotechnical work Displacement piles. Model Clauses Issue date 50 General requirements for earthworks and 02/96 excavations 70 General requirements for piling 03/10 80 Structural concrete 08/08 Other Publications Title Issue date Thomas Telford Services ICE Specification for piling and embedded 2007 Ltd retaining walls. 2 nd Edition. Page 6 of 6
Design and Construction of Cantilevered Reinforced Concrete Structures
Buildings Department Practice Note for Authorized Persons, Registered Structural Engineers and Registered Geotechnical Engineers APP-68 Design and Construction of Cantilevered Reinforced Concrete Structures
More informationGreater Dublin Strategic Drainage Study Regional Drainage Policies - Volume 2 New Development
7 SPECIFICATIONS There is currently no Irish specification for construction of drainage works, or water supply works. There are several publications that give guidance on drainage works, such as the Building
More informationAmendment to OPSS 415 (Nov 2008) Construction Specification for Pipeline and Utility Installation by Tunnelling
Engineering and Construction Services Division Standard Specifications for Sewers and Watermains TS 415 April 2013 Amendment to OPSS 415 (Nov 2008) Construction Specification for Pipeline and Utility Installation
More informationSPECIFICATION FOR PIPE SUBSOIL DRAIN CONSTRUCTION
SPECIFICATION FOR PIPE SUBSOIL DRAIN CONSTRUCTION 1. SCOPE Pipe subsoil drains shall be constructed in accordance with this specification and in conformity with the lines, grades and cross-sections shown
More informationSECTION 1 GENERAL REQUIREMENTS
Page 1 of 6 SECTION 1 GENERAL REQUIREMENTS 1. SCOPE OF WORK: The work to be performed under the provisions of these documents and the contract based thereon includes furnishing all labor, equipment, materials,
More informationSECTION IX SLIP LINING PIPELINES
AN SECTION IX SLIP LINING PIPELINES February, 2008 TABLE OF CONTENTS SECTION IX - SLIP LINING PIPELINES 9.01.00 GENERAL...2 9.01.01 SCOPE... 2 9.02.00 MATERIAL...2 9.03.00 CONSTRUCTION...2 9.03.01 REQUIREMENTS...
More informationSECTION 31 20 00 EARTH MOVING
SECTION 31 20 00 PART 1 - GENERAL 1.01 DESCRIPTION A. This Section describes the requirements for excavating, filling, and grading for earthwork at Parking Structure, new exit stair and as required to
More informationAsset Data Dictionary Definition Document Continuous Flight Auger Piles (CFA) Uniclass Classification
Asset Data Dictionary Definition Document Continuous Flight Auger Piles (CFA) Uniclass Classification Contents Introduction... 3 Asset Details... 3 Description... 3 Asset Tagging... 3 Attributes... 4 Data
More informationSECTION 33 31 00.11 GRAVITY SANITARY SEWERS
SECTION 33 31 00.11 GRAVITY SANITARY SEWERS PART 1: GENERAL 1.01 SCOPE A. Gravity sanitary sewers and appurtenances. 1.02 SUBMITTALS A. Conform to requirements of Section 01 33 00 Submittals. B. Submit
More informationSECTION 02401 SHEETING, SHORING AND BRACING
SECTION 02401 SHEETING, SHORING AND BRACING This section should be edited to reflect soil conditions specific to the project site and the recommendations of a Geotechnical Engineer licensed in the State
More informationSTRUCTURES. 1.1. Excavation and backfill for structures should conform to the topic EXCAVATION AND BACKFILL.
STRUCTURES 1. General. Critical structures may impact the integrity of a flood control project in several manners such as the excavation for construction of the structure, the type of foundation, backfill
More informationSAFETY FENCES, SAFETY BARRIERS AND PEDESTRIAN GUARDRAILS
SERIES NG 400 SAFETY FENCES, SAFETY BARRIERS AND PEDESTRIAN GUARDRAILS Contents Clause Title Page NG 401 Performance Criteria for Safety Fences and Safety Barriers 2 NG 402 Components for Safety Fences
More informationSUPPLEMENTAL TECHNICAL SPECIFICATIONS BI-DIRECTIONAL STATIC LOAD TESTING OF DRILLED SHAFTS
July 14, 2015 1.0 GENERAL BI-DIRECTIONAL STATIC LOAD TESTING OF DRILLED SHAFTS This work shall consist of furnishing all materials, equipment, labor, and incidentals necessary for conducting bi-directional
More informationSeries 600: Earthworks
Series 600: Volume 4 home page 1 General Where the Contractor has obligations in respect of classification of earthworks materials then these obligations include sampling and testing in accordance with
More informationSECTION 33 31 00.13 ABANDONMENT OF SEWER MAINS
SECTION 33 31 00.13 ABANDONMENT OF SEWER MAINS PART 1: GENERAL 1.01 SECTION INCLUDES A. Abandonment in place, by cutting and capping, of existing sewers, junction structures, manholes, service lines, and
More informationCONCRETE SEGMENTAL RETAINING WALL SYSTEM
CONCRETE SEGMENTAL RETAINING WALL SYSTEM PART 1: GENERAL SPECIFICATIONS 1.01 Work Included A. Work shall consist of furnishing and constructing a Rockwood Vintage TM unit segmental retaining wall (SRW)
More informationCONCRETE SEGMENTAL RETAINING WALL SYSTEM
CONCRETE SEGMENTAL RETAINING WALL SYSTEM PART 1: GENERAL SPECIFICATIONS 1.01 Work Included A. Work shall consist of furnishing and constructing a Rockwood Classic 8 with PCS unit segmental retaining wall
More informationSECTION 33 41 13 PUBLIC STORM UTILITY DRAINAGE PIPING
SECTION 33 41 13 PUBLIC STORM PART 1 - GENERAL 1.01 SECTION INCLUDES A. Storm drainage piping, fittings, and accessories at proposed station areas and locations other than under and immediately adjacent
More informationSECTION 02100 SITE PREPARATION
SECTION 02100 SITE PREPARATION PART 1 - GENERAL 1.01 RELATED DOCUMENTS A. Drawings and General Provisions of Contract, including General Conditions and Supplementary Conditions and Division 1 through Division
More informationWATERPROOFING FOR CONCRETE STRUCTURES
MANUAL OF CONTRACT DOCUMENTS FOR ROAD WORKS VOLUME 1 SPECIFICATION FOR ROAD WORKS SERIES 2000 WATERPROOFING FOR CONCRETE STRUCTURES Contents Clause Title Page 2001 General 2 2002 Protection of Bridge Deck
More informationConstruction Management Statement. Residential development at Bywell House, St Mary s Hill, Ascot
Construction Management Statement Residential development at Bywell House, St Mary s Hill, Ascot Parking of Vehicles of Site Personnel, Operatives and Visitors Site staff, visitors to the development and
More informationGUIDELINE FOR HAND HELD SHEAR VANE TEST
GUIDELINE FOR HAND HELD SHEAR VANE TEST NZ GEOTECHNICAL SOCIETY INC August 2001 CONTENTS Page 1.0 Introduction 2 2.0 Background 2 3.0 Recommended Practice 3 4.0 Undrained Shear Strength 3 5.0 Particular
More informationCivil. 2. City of Seattle Supplement to the Specification for Road, Bridge and Municipal Construction, most current addition.
Design Guide Basis of Design This section applies to the design and installation of earthwork and backfill. Design Criteria No stockpiling of excavation materials is allowed unless the Geotechnical Engineer
More informationFederation of Piling Specialists
Federation of Piling Specialists COMPANY NAME CONTRACT NAME TENDER REF SCHEDULE OF ATTENDANCES AND FACILITIES TO BE PROVIDED BY THE CLIENT TO A STEEL SHEET PILING SPECIALIST For the purposes of this document
More informationChapter 2 Basis of design and materials
Chapter 2 Basis of design and materials 2.1 Structural action It is necessary to start a design by deciding on the type and layout of structure to be used. Tentative sizes must be allocated to each structural
More informationGeotechnical Building Works (GBW) Submission Requirements
Building Control (Amendment) Act 2012 and Regulations 2012: Geotechnical Building Works (GBW) Submission Requirements Building Engineering Group Building and Construction Authority May 2015 Content : 1.
More informationFederation of Piling Specialists July 2010
Examples of Hazards associated with Piling and Diaphragm Walling Works and how these might be managed within the design phase of a project (neither exhaustive nor exclusive) This list of examples has been
More information1 Mobilisation and demobilisation 1 Deep boring sum 2 Cone penetration tests sum 3 Miscellenous tests sum
Malaysian Civil Engineering Standard Method of Measurement (MyCESMM) CLASS D: SITE INVESTIGATION WORK Measurement covered under other classes: Excavation not carried out for the purpose of soil investigation
More informationIronwork in Highways -Whole Life Cost Perspective. Reducing cost through collaboration
Ironwork in Highways -Whole Life Cost Perspective Reducing cost through collaboration About Instarmac... Instarmac The Company Quality Systems ISO 9001 Environmental Systems ISO 14001 Preferred Supplier
More informationHow To Retaining Wall Guide
How To Retaining Wall Guide Before you start: Consents and Engineering Building Consent Retaining walls over 1.5m high will require a building consent from the Local Body Council. Walls that carry extra
More informationDesign and Construction of Auger Cast Piles
Design and Construction of Auger Cast Piles 101 th Annual Road School 2015 3/11/2015 Malek Smadi, Ph.D., P.E. Principal Engineer - GEOTILL - Fishers, IN msmadi@geotill.com - www.geotill.com CONTENTS 1.
More informationCity of Beaumont, Texas Grading Permit Information
General Information City of Beaumont, Texas Grading Permit Information The permit application shall be signed by the property owner (or lessee) or his authorized representative and by the contractor (if
More informationHigh Strain Dynamic Load Testing of Drilled Shafts
Supplemental Technical Specification for High Strain Dynamic Load Testing of Drilled Shafts SCDOT Designation: SC-M-712 (9/15) September 3, 2015 1.0 GENERAL This work shall consist of performing high-strain
More informationC. Section 014510 TESTING LABORATORY SERVICE.
SECTION 014500 QUALITY CONTROL PART 1 GENERAL 1.01 RELATED REQUIREMENTS A. Drawings and General Provisions of Contract, including General and Special Conditions and other Division 1 Specification Sections,
More informationSECTION 02200 SUPPORT OF EXCAVATION
SECTION 02200 PART 1 GENERAL 1.01 DESCRIPTION A. Section including specifications for design and installation of excavation support. B. Section also includes specifications for excavation support systems
More informationBuilding over or close to a public sewer
Building over or close to a public sewer thameswater.co.uk/developerservices thameswater.co.uk/developerservices 1 Questions and answers Did you know Thames Water is legally responsible for more than 100,000
More informationSECTION 36 - CAST-IN-PLACE CONCRETE PIPE (CIPCP) TABLE OF CONTENTS
SECTION 36 - CAST-IN-PLACE CONCRETE PIPE (CIPCP) TABLE OF CONTENTS Section Page 36-1 GENERAL... 36.1 36-2 PIPEMAKING EQUIPMENT... 36.1 36-3 TRENCH EXCAVATION... 36.1 36-4 SPECIAL FOUNDATION TREATMENT...
More informationMETHOD OF STATEMENT FOR STATIC LOADING TEST
Compression Test, METHOD OF STATEMENT FOR STATIC LOADING TEST Tension Test and Lateral Test According to the American Standards ASTM D1143 07, ASTM D3689 07, ASTM D3966 07 and Euro Codes EC7 Table of Contents
More informationSpecification Guidelines: Allan Block Modular Retaining Wall Systems
Specification Guidelines: Allan Block Modular Retaining Wall Systems The following specifications provide Allan Block Corporation's typical requirements and recommendations. At the engineer of record's
More informationBUILDING OVER OR NEAR WATER & SEWER MAINS POLICY
MURRAY SHIRE COUNCIL BUILDING OVER OR NEAR WATER & SEWER MAINS POLICY ADOPTED: 1 May 2012 1 BUILDING OVER OR NEAR WATER AND SEWER MAINS POLICY CONTENTS 1. Objective... 2 2. Requirements for Building Near
More information53.03 MATERIALS FOR SEWER LINER PIPE AND FITTINGS: The following materials are approved for installation in sanitary sewer lines:
Division 53: Slip-Lining of Existing Sewer Line 53.01 GENERAL: This section includes all labor, materials, transportation, equipment necessary to rehabilitate by means of Instituform deteriorated sections
More informationSan Antonio Water System Standard Specifications for Construction ITEM NO. 1103 POINT REPAIRS AND OBSTRUCTION REMOVALS
ITEM NO. 1103 POINT REPAIRS AND OBSTRUCTION REMOVALS 1103.1 DESCRIPTION: 1. Repair of sanitary sewer lines by replacing short lengths of failed pipe with new pipe. 2. Repair of service laterals located
More informationMonocouche Best Practice Guide. New-Build Housing Managing movement to avoid cracking
Monocouche Best Practice Guide New-Build Housing Managing movement to avoid cracking Avoiding Cracking For The Designer Visible cracks in render are unsightly and although not hazardous to the construction
More informationDIVISION I GENERAL REQUIREMENTS SECTION 01005
Subdivision Requirements Manual Page 1 of 13 PART I - GENERAL 1.1 Description.1 The requirements of this specification shall apply to the contract as a whole and pertain to all of the work as specified
More informationSection 02415. Installation of pipe and casing for sanitary sewer by methods of augering.
ITY OF PRLN UGRING PIP OR SING FOR SWRS Section 02415 UGRING PIP OR SING FOR SWRS 1.0 G N R L 1.01 STION INLUS Installation of pipe and casing for sanitary sewer by methods of augering. References to Technical
More informationTECHNICAL SPECIFICATION SERIES 8000 PRECAST CONCRETE
TECHNICAL SPECIFICATION SERIES 8000 PRECAST CONCRETE TECHNICAL SPECIFICATION PART 8000 - PRECAST CONCRETE TABLE OF CONTENTS Item Number Page 8100 PRECAST CONCRETE CONSTRUCTION - GENERAL 8-3 8101 General
More informationAPPLICATION PROCEDURES FOR PLACEMENT OF UNDERGROUND WATER AND SEWER PIPELINES IN THE VICINITY OF TRANSPORTATION FACILITIES UNDER THE
APPLICATION PROCEDURES FOR PLACEMENT OF UNDERGROUND WATER AND SEWER PIPELINES IN THE VICINITY OF TRANSPORTATION FACILITIES UNDER THE JURISDICTION OF ALBERTA TRANSPORTATION 1.0 Application Procedures 2.0
More information9.00 THE USE OF HUNTER LAND DRAINAGE PERFORATED PIPES. Hunter Underground Systems
9.00 THE USE OF HUNTER LAND DRAINAGE PERFORATED PIPES Hunter Underground Systems 9.01 General 9.02 Surface water Drainage 9.03 Groundwater Drainage 9.04 Dispersal of Septic Tank Effluent 9.01 The use of
More informationSTANDARD SPECIFICATIONS FOR PRIVATE BUILDING SEWER LINES IN PUBLIC RIGHT-OF-WAY
STANDARD SPECIFICATIONS FOR PRIVATE BUILDING SEWER LINES IN PUBLIC RIGHT-OF-WAY Approved and adopted as Official Document Number 800576 this 10th day of December, 1980 Donald R. Boyd, P.E., Director Water
More informationSECTION 02150 REMOVAL OR ABANDONMENT OF EXISTING UTILITIES AND UNDERGROUND STRUCTURES. 1. Trench excavation, backfill, and compaction; Section 02250.
02150-1 of 6 SECTION 02150 REMOVAL OR ABANDONMENT OF EXISTING 02150.01 GENERAL A. Description Removal or abandonment of existing utilities and underground structures shall include, but not necessarily
More informationSTANDARD AND SPECIFICATIONS FOR STORM DRAIN INLET PROTECTION
STANDARD AND SPECIFICATIONS FOR STORM DRAIN INLET PROTECTION Design Criteria Drainage Area The drainage area for storm drain inlets shall not exceed one acre. The crest elevations of these practices shall
More informationARCHITECTURAL TECHNOLGY 4 ADVANCED CONSTRUCTION TECHNOLOGY BASEMENT CONSTRUCTION YEAR 3 SEMESTER 1 AIDAN WALSH R00060057. Lecturer: Jim Cahill
ARCHITECTURAL TECHNOLGY 4 ADVANCED CONSTRUCTION TECHNOLOGY BASEMENT CONSTRUCTION YEAR 3 SEMESTER 1 AIDAN WALSH R00060057 Lecturer: Jim Cahill 29 th November 2011 TABLE OF CONTENTS SUMMARY 1 MAIN BODY SECTION
More informationSECTION 02221 SELECTIVE DEMOLITION
SECTION 02221 PART 1 -GENERAL 1.01 DESCRIPTION This section includes all material, labor, machinery and supervision required to demolish and remove the following items where applicable and as noted on
More information-SQA-SCOTTISH QUALIFICATIONS AUTHORITY HIGHER NATIONAL UNIT SPECIFICATION GENERAL INFORMATION
-SQA-SCOTTISH QUALIFICATIONS AUTHORITY HIGHER NATIONAL UNIT SPECIFICATION GENERAL INFORMATION -Unit number- 4420798 -Unit title- CONSTRUCTION TECHNOLOGY 2: SUBSTRUCTURE AND REMEDIAL WORKS -Superclass category-
More informationSECTION 33 11 00.19 ABANDONMENT OF WATER MAINS. A. Conform to requirements of Section 01 33 00 - Submittals.
SECTION 33 11 00.19 ABANDONMENT OF WATER MAINS PART 1: GENERAL 1.01 SCOPE A. Abandonment in place, by cutting and capping, of existing water mains, hydrants, service lines, and valves. B. Abandonment in
More informationDrainage By-law. WM-4 Consolidated April 18, 2011. This by-law is printed under and by authority of the Council of the City of London, Ontario, Canada
Drainage By-law WM-4 Consolidated April 18, 2011 This by-law is printed under and by authority of the Council of the City of London, Ontario, Canada Disclaimer: The following consolidation is an electronic
More informationLocal Authority Building Control Technical Information Note 3 Driven and In-situ Piled Foundations
Local Authority Building Control Technical Information Note 3 Driven and In-situ Piled Foundations Cambridge City Council - East Cambridgeshire District Council - Fenland District Council, Huntingdonshire
More informationSTANDARD SPECIFICATIONS SECTION 03461 PRECAST REINFORCED CONCRETE MANHOLES AND MANHOLE BASES. 1. Structure Earthwork: 02200
STANDARD SPECIFICATIONS SECTION 03461 PRECAST REINFORCED CONCRETE MANHOLES AND MANHOLE BASES PART 1 - GENERAL A. Description This section includes materials, testing, and installation of precast concrete
More informationSPECIFICATIONS FOR PRECAST MODULAR BLOCK RETAINING WALL SYSTEM (revised 11/5/13)
Page 1 of 7 STONE STRONG SYSTEMS SPECIFICATIONS FOR PRECAST MODULAR BLOCK RETAINING WALL SYSTEM (revised ) PART 1: GENERAL 1.01 Description A. Work includes furnishing and installing precast modular blocks
More informationCODE OF PRACTICE FOR SITE SUPERVISION 2009
CODE OF PRACTICE FOR SITE SUPERVISION 2009 i FOREWORD The Supervision Plan System has been implemented since December 1997 with the issuance of the Technical Memorandum for Supervision Plans (the Technical
More informationSECTION 02763 POINT REPAIRS TO SANITARY SEWERS. A. Repairs to existing sewer lines by replacing short lengths of failed pipe.
SECTION 02763 PART 1 G E N E R A L 1.01 SECTION INCLUDES A. Repairs to existing sewer lines by replacing short lengths of failed pipe. 1.02 UNIT PRICES A. Measurement for point repairs is on a unit price
More informationSAMPLE GUIDE SPECIFICATIONS FOR OSTERBERG CELL LOAD TESTING OF DEEP FOUNDATIONS
Page 1 of 9 SAMPLE GUIDE SPECIFICATIONS FOR OSTERBERG CELL LOAD TESTING OF DEEP FOUNDATIONS 1. GENERAL REQUIREMENTS 1. Description of Work: This work consists of furnishing all materials, equipment and
More informationUp-Down Construction Utilizing Steel Sheet Piles and Drilled Shaft Foundations
Up-Down Construction Utilizing Steel Sheet Piles and Drilled Shaft Foundations Nathan A. Ingraffea, P.E., S.E. Associate, KPFF Consulting Engineers, Portland, Oregon, USA Abstract The use of steel sheet
More informationSaint Gobain Gyproc India Ltd. (Formerly India Gypsum Ltd.)
Saint Gobain Gyproc India Ltd. (Formerly India Gypsum Ltd.) Gyproc Plasters The cracks in cement sand plaster are an inherent feature which cannot be completely prevented but can only be controlled and
More informationDesign, Testing and Automated Monitoring of ACIP Piles in Residual Soils
Design, Testing and Automated Monitoring of ACIP Piles in Residual Soils Stephen W. Lacz 1, M. ASCE, P.E. and Richard C. Wells 2, F. ASCE, P.E. 1 Senior Professional, Trigon Kleinfelder, Inc., 313 Gallimore
More informationTable 4.9 Storm Drain Inlet Protetion Applicable for
BMP C220: Storm Drain Inlet Protection Purpose To prevent coarse sediment from entering drainage systems prior to permanent stabilization of the disturbed area. Conditions of Use Type of Inlet Protection
More informationCOSMOS 2012: Earthquakes in Action COSMOS 2012
COSMOS 2012 What is SFSI and why is it important? Soil issues in Earthquakes Structures where SFSI important Retaining structures (lateral earth pressure) Foundations (spread and pile footings, bearing
More informationPermeable Pavement Construction Guide
Permeable Pavement Construction Guide Permeable pavement at Olympic Park, Waitakere Final Construction result What are permeable pavements? Permeable pavements are hard surface paving systems that reduce
More informationCCTV of Stormwater Systems. Cairns Regional Council. Commentary Guidelines #4037587
CCTV of Stormwater Systems Cairns Regional Council Commentary Guidelines Introduction Councils inherit assets through the donated asset process. In doing so, Councils immediately receive assets that are
More informationCONTRACTORS ALL RISKS / PUBLIC LIABILITY / WORK INJURY COMPENSATION INSURANCE PROPOSAL FORM
CONTRACTORS ALL RISKS / PUBLIC LIABILITY / WORK INJURY COMPENSATION INSURANCE PROPOSAL FORM IMPORTANT NOTICE 1) Statement pursuant to Section 25 (5) of the Insurance Act (Cap. 142) (or any subsequent amendments
More informationEXCAVATION AND PILING NEAR SEWERS, STORMWATER DRAINS AND WATER MAINS
NMP 1.4 EXCAVATION AND PILING NEAR SEWERS, STORMWATER DRAINS AND WATER MAINS Index Purpose... 2 Application... 2 Referral Agency... 2 Associated Requirements... 2 Referenced Standards...2 Definitions...
More informationSection 2100-Trenching and Tunneling
SECTION 5200 - STORM SEWER PART 1 - GENERAL 1.01 SCOPE: This Section covers installation of storm sewer mains and culverts. Topics include permits and fees, trench widths, pipe laying, bedding, initial
More informationGENERAL SPECIFICATION FOR CIVIL ENGINEERING WORKS SECTION 13 WORK FOR ELECTRICAL AND MECHANICAL INSTALLATIONS
GENERAL SPECIFICATION FOR CIVIL ENGINEERING WORKS SECTION 13 WORK FOR ELECTRICAL AND MECHANICAL INSTALLATIONS 13.1 13.2 2006 Edition SECTION 13 WORK FOR ELECTRICAL AND MECHANICAL INSTALLATIONS GENERAL
More informationThe work of this Section includes furnishing and installing Reinforced Concrete Pressure Pipe as shown on the Drawings and as specified.
Section 33 0200- Page 1 of 4 PART 1 - GENERAL 1.1 DESCRIPTION OF WORK The work of this Section includes furnishing and installing Reinforced Concrete Pressure Pipe as shown on the Drawings and as specified.
More information3. Given the geographic extent of the area, amendments have been made to the following regional planning documents
AMENDMENTS TO THE REGIONAL PLANS RELATING TO LAND REPAIR ON EARTHQUAKE DAMAGED RESIDENTIAL LAND UNDER s27 OF THE CANTERBURY EARTHQUAKE RECOVERY ACT 2011 1. This memorandum outlines the specific changes
More informationSECTION 411 DRILLED PIERS
Section Payment will be made under: Pay Item Foundation Excavation Foundation Excavation for Bent No. at Station Foundation Excavation for End Bent No. at Station Pay Unit Cubic Yard Lump Sum Lump Sum
More informationCCU Engineering Specifications. Section 003300 PRECAST CONCRETE PRODUCTS
CCU Engineering Specifications Section 003300 Effective Date: Nov. 1st, 2011 Page 1 of 5 PRECAST CONCRETE PRODUCTS PART 1 - GENERAL The following specification is intended for use for the design, selection
More informationCHAPTER 32 PLUMBING CODE
CHAPTER 32 PLUMBING CODE 32.01 DEFINITION Plumbing for the purpose of this chapter is hereby defined as follows: (a) As is stated in Section 145.01 (1), (a), (c), (d), and (e) of the Wisconsin Statutes.
More informationSECTION 02530 STORM DRAINAGE STRUCTURES. 1. Trench excavation, backfill, and compaction; Section 02250.
02530-1 of 5 SECTION 02530 STORM DRAINAGE STRUCTURES 02530.01 GENERAL A. Description Storm drainage structure construction shall include, but not necessarily be limited to, furnishing and installing or
More informationGround-borne Vibrations and Ground Settlements Arising from Pile Driving and Similar Operations
Buildings Department Practice Note for Authorized Persons, Registered Structural Engineers and Registered Geotechnical Engineers APP-137 Ground-borne Vibrations and Ground Settlements Arising from Pile
More information0331 Brick and block construction
0331 BRICK AND BLOCK CONSTRUCTION This worksection has been written for Class 1 and 10a buildings that fully conform to the scope of AS 4773.1. If the works include isolated structures, (totally separate
More informationPiling Datasheets. Continuous flight auger (CFA) Driven Rotary
Piling Datasheets Continuous flight auger (CFA) Driven Rotary Continuous Flight Auger Piles (CFA) Technical Data Application Well suited to soft and/or water bearing ground where deep casings or bentonite
More informationSTANDARD SPECIFICATIONS SECTION 02512 CLEANING AND LINING WATER MAINS
STANDARD SPECIFICATIONS SECTION 02512 CLEANING AND LINING WATER MAINS PART 1 GENERAL 1.1 DESCRIPTION A. Section includes requirements for cleaning and lining existing cast iron and ductile iron water mains
More informationWater Supply and Wells
Re-issued under new categorization in August 2009 as Practice Note for Authorized Persons, Registered Structural Engineers and Registered Geotechnical Engineers APP-4 Buildings Department Practice Note
More informationGuide to working on Public Sewers
Guide to working on Public Sewers affected by Building Works Introduction Severn Trent Water Ltd requires the work to be done in order to protect the public sewer and minimise the risk of us having to
More informationBUTE Department of Construction Management and Technology
BUTE Department of Construction Management and Technology 02.10.2012 Definition 1: Foundation: The structure, that transmits the load of the building to the soil Definition 2: Load bearing soil (strata):
More informationStormwater/Wetland Pond Construction Inspection Checklist
: Construction Inspection ChecklistsTools Stormwater/Wetland Pond Construction Inspection Checklist Project: Location: Site Status: Date: Time: Inspector: SATISFACTORY/ UNSATISFACTORY COMMENTS Pre-Construction/Materials
More informationPILE FOUNDATIONS FM 5-134
C H A P T E R 6 PILE FOUNDATIONS Section I. GROUP BEHAVIOR 6-1. Group action. Piles are most effective when combined in groups or clusters. Combining piles in a group complicates analysis since the characteristics
More informationGLOSSARY OF TERMINOLOGY
GLOSSARY OF TERMINOLOGY AUTHORIZED PILE LENGTHS - (a.k.a. Authorized Pile Lengths letter) Official letter stating Engineer's recommended length of concrete piles to be cast for construction of foundation.
More informationSECTION 55 PIPE FOR STORM DRAINS AND CULVERTS (FAA D-701)
SECTION 55 PIPE FOR STORM DRAINS AND CULVERTS (FAA D-701) 55-1 GENERAL The Contractor shall perform all work required by the plans for construction of pipe for storm drains, precast polymer trench drains
More informationLife after 30! Innovative investigation and repair of the Overvaal railway tunnel. r a i l w a y s a n d h a r b o u r s PROJECT TEAM
Text Hannes Gräbe Spoornet (Technology Management) hannesg@spoornet.co.za r a i l w a y s a n d h a r b o u r s Life after 30! Innovative investigation and repair of the Overvaal railway tunnel 1 PROJECT
More informationPaper - 4 - The relation of Micropile Diameters in case of Pressure casting and non-pressure casting (30)
Paper - 4 - Elarabi, H.; Abbas A., The relation of Micropile Diameters in case of Pressure casting and non-pressure casting,magnt Research Report (ISSN. 1444-8939), Vol.2 (2) Accepted for publication The
More informationSHAFT CONSTRUCTION IN TORONTO USING SLURRY WALLS
SHAFT CONSTRUCTION IN TORONTO USING SLURRY WALLS Vince Luongo Petrifond Foundation Co., Ltd. PROJECT DESCRIPTION The York Durham Sanitary System (YDSS) Interceptor in the Town of Richmond Hill located
More informationIntegrated Manhole Ladder System
Application: This innovative product has been designed to provide safe access and egress to precast concrete manholes and inspection chambers. It can also be used within any other underground concrete
More informationITEM #0702770 OSTERBERG CELL LOAD TESTING OF DRILLED SHAFT
ITEM #0702770 OSTERBERG CELL LOAD TESTING OF DRILLED SHAFT Description: This work shall consist of furnishing all materials, equipment and labor necessary for conducting an Osterberg Cell (O-Cell) Load
More informationDubai Municipality Standard DMS 1: Part 5: 2004
Specification for precast concrete blocks Part 5: Normal-weight concrete-polystyrene sandwich masonry blocks Issue Date Revision Revision Description Prepared by Approved by Authorized by 19/12/2004 Issue
More informationIntroduction. Eurocodes. Specification. Cost
Introduction Eurocodes Specification Cost Structural Eurocodes BS EN 1990 (EC0): BS EN 1991 (EC1): Basis of structural design Actions on Structures BS EN 1992 (EC2): BS EN 1993 (EC3): BS EN 1994 (EC4):
More informationRECOMMENDED MODEL AGREEMENTS BETWEEN HOUSING CONSUMERS AND HOME BUILDERS FOR THE CONSTRUCTION OF A HOME
National Home Builders Registration Council RECOMMENDED MODEL AGREEMENTS BETWEEN HOUSING CONSUMERS AND HOME BUILDERS FOR THE CONSTRUCTION OF A HOME (14 October 2002) 1 Requirements of the Housing Consumers
More informationUtilities and existing services
Construction Services Building standards for mechanical and electrical installations Utilities and existing services October 2012 Directorate: Environment Construction Services - Building standards for
More informationPART 5 : WASTEWATER DRAINAGE
Authorised by : City Waters Unit Manager Page 1 of 15 PART 5 : WASTEWATER DRAINAGE 5.1 INTRODUCTION This Manual sets out the basic design principles for drainage of wastewater. While some construction
More information