REG UFGS-33 01 98-2013 SLIP LINING OF EXISTING PIPING FOR LEVEE APPLICATIONS.pdf

《REG UFGS-33 01 98-2013 SLIP LINING OF EXISTING PIPING FOR LEVEE APPLICATIONS.pdf》由会员分享，可在线阅读，更多相关《REG UFGS-33 01 98-2013 SLIP LINING OF EXISTING PIPING FOR LEVEE APPLICATIONS.pdf（22页珍藏版）》请在麦多课文档分享上搜索。

1、*USACE / NAVFAC / AFCESA / NASA UFGS-33 01 98 (May 2013)-Preparing Activity: USACE NewUNIFIED FACILITIES GUIDE SPECIFICATIONSReferences are in Agreement with UMRL dated April 2013*SECTION TABLE OF CONTENTSDIVISION 33 - UTILITIESSECTION 33 01 98SLIP LINING OF EXISTING PIPING FOR LEVEE APPLICATIONS05/

2、13PART 1 GENERAL1.1 SUMMARY1.2 MEASUREMENT AND PAYMENT1.3 REFERENCES1.4 ADMINISTRATIVE REQUIREMENTS1.4.1 Pre-Installation Conference1.4.2 Detailed Work Plan1.4.3 Sequencing and Scheduling1.5 SUBMITTALS1.6 QUALITY ASSURANCE1.6.1 Qualifications and Supervision1.6.2 Grout Contractor Qualifications1.7 D

3、ELIVERY, STORAGE, AND HANDLING1.8 WARRANTYPART 2 MATERIALS2.1 DESIGN REQUIREMENTS2.1.1 Conveyance Capacity2.1.2 Downstream Scour Protection2.1.3 Design Criteria2.1.4 Analysis and Calculations2.2 LINER PIPE2.2.1 PVC Pipe(Machine Spiral Wound)2.2.1.1 Profile Strip2.2.1.2 Joints2.2.2 Solid-Wall High De

4、nsity Polyethylene Pipe (HDPE)2.2.2.1 Pipe2.2.2.2 Joints2.2.3 Glass Fiber-Reinforced Plastic Pipe2.2.3.1 Pipe2.2.3.2 Joints2.2.4 UV Protective End Treatment2.3 GROUT MATERIALS AND MIXES2.3.1 Grout For Annular Space2.3.2 Grout Mix for Annulus GroutingSECTION 33 01 98 Page 1Provided by IHSNot for Resa

5、leNo reproduction or networking permitted without license from IHS-,-,-2.3.2.1 Cement2.3.2.2 Water2.3.2.3 Admixtures2.3.2.4 Compressive Strength2.3.2.5 Mix Design2.3.2.6 Mixers and Pumps2.3.2.7 Pressure Gauges2.3.3 Grout Trial Mix Tests2.3.4 Bulkhead ConcretePART 3 EXECUTION3.1 PREPARATION AND INSPE

6、CTION3.1.1 Safety3.1.2 Control of Flow3.1.3 Bypass Pumping3.1.4 Pre-Lining Cleaning3.1.5 Insertion and Pulling of Mandrel3.2 EXCAVATION3.3 INSTALLATION3.3.1 General3.3.2 Machine Spiral Wound PVC Pipe3.3.3 Solid-Wall High Density Polyethylene Pipe (HDPE)3.3.4 Glass Fiber-Reinforced Plastic Pipe3.3.5

7、Bulkheads for Annulus Grouting3.3.6 Annulus Grouting3.4 TESTING AND ACCEPTANCE3.4.1 Rework3.4.2 Grout Testing3.4.2.1 Density3.4.2.2 Compressive Strength3.4.3 Acceptance Inspection3.4.3.1 Defects3.4.3.2 Final Acceptance3.5 MAINTENANCE- End of Section Table of Contents -SECTION 33 01 98 Page 2Provided

8、 by IHSNot for ResaleNo reproduction or networking permitted without license from IHS-,-,-*USACE / NAVFAC / AFCESA / NASA UFGS-33 01 98 (May 2013)-Preparing Activity: USACE NewUNIFIED FACILITIES GUIDE SPECIFICATIONSReferences are in Agreement with UMRL dated April 2013*SECTION 33 01 98SLIP LINING OF

9、 EXISTING PIPING FOR LEVEE APPLICATIONS05/13*NOTE: This guide specification covers the requirements for the procurement, installation, and testing of slip lining for existing exterior piping.Adhere to UFC 1-300-02 Unified Facilities Guide Specifications (UFGS) Format Standard when editing this guide

10、 specification or preparing new project specification sections. Edit this guide specification for project specific requirements by adding, deleting, or revising text. For bracketed items, choose applicable items(s) or insert appropriate information.Remove information and requirements not required in

11、 respective project, whether or not brackets are present.Comments, suggestions and recommended changes for this guide specification are welcome and should be submitted as a Criteria Change Request (CCR).*PART 1 GENERAL1.1 SUMMARYThis section of the specifications consists of the requirements and wor

12、k needed to rehabilitate an existing pipes in a levee system using the slip lining method by providing pipe liners, bulkheads, annular space grouting between the host and slip liner, performance testing as stated herein and providing all labor, materials and equipment necessary to accomplish the wor

13、k as stated herein. In all instances, rehabilitation shall include installation of a liner pipe within an existing host pipe with a continuously grouted annular space. The sizes, types, and dimensions of the pipe liners shall be selected by the Contractor and submitted for approval and shall include

14、 all connections, joints, and other appurtenances as required to complete the work.1.2 MEASUREMENT AND PAYMENTPayment will be made for work performed under this item in accordance with theeach pipe slip lined as shown in the bid schedule. Payment includes SECTION 33 01 98 Page 3Provided by IHSNot fo

15、r ResaleNo reproduction or networking permitted without license from IHS-,-,-all costs associated with labor, equipment, material, supervision, cleaning, inspection, sheeting, installation, safety, dust/erosion control, testing, site restoration and all other work specified or not which is reasonabl

16、y required to provide a completed installation. Any item not specified shall be considered incidental to the work. Include all incidental cost in the bid price for the slip liner.1.3 REFERENCES*NOTE: This paragraph is used to list the publications cited in the text of the guide specification. The pu

17、blications are referred to in the text by basic designation only and listed in this paragraph by organization, designation, date, and title.Use the Reference Wizards Check Reference feature when you add a RID outside of the Sections Reference Article to automatically place the reference in the Refer

18、ence Article. Also use the Reference Wizards Check Reference feature to update the issue dates.References not used in the text will automatically be deleted from this section of the project specification when you choose to reconcile references in the publish print process.*The publications listed be

19、low form a part of this specification to the extent referenced. The publications are referred to within the text by the basic designation only.ASTM INTERNATIONAL (ASTM)ASTM C138/C138M (2012a) Standard Test Method for Density (“Unit Weight“), Yield, and Air Content (Gravimetric) of ConcreteASTM C150/

20、C150M (2012) Standard Specification for Portland CementASTM C403/C403M (2008) Standard Test Method for Time of Setting of Concrete Mixtures by Penetration ResistanceASTM C495 (2007) Compressive Strength of Lightweight Insulating ConcreteASTM C497 (2005) Concrete Pipe, Manhole Sections, or TileASTM C

21、581 (2003; E 2008; R 2008) Standard Practice for Determining Chemical Resistance of Thermosetting Resins Used in Glass-Fiber-Reinforced Structures, Intended for Liquid ServiceSECTION 33 01 98 Page 4Provided by IHSNot for ResaleNo reproduction or networking permitted without license from IHS-,-,-ASTM

22、 C939 (2010) Flow of Grout for Preplaced-Aggregate Concrete (Flow Cone Method)ASTM C942 (2010) Compressive Strength of Grouts for Preplaced-Aggregate Concrete in the LaboratoryASTM D2412 (2011) Determination of External Loading Characteristics of Plastic Pipe by Parallel-Plate LoadingASTM D3212 (200

23、7; R 2013) Standard Specification for Joints for Drain and Sewer Plastic Pipes Using Flexible Elastomeric SealsASTM D3262 (2011) “Fiberglass“ (Glass-Fiber-Reinforced Thermosetting-Resin) Sewer PipeASTM D3350 (2012) Polyethylene Plastics Pipe and Fittings MaterialsASTM D3681 (2006) Standard Test Meth

24、od for Chemical Resistance of “Fiberglass” (GlassFiberReinforced Thermosetting-Resin) Pipe in a Deflected ConditionASTM D3839 (2008) Underground Installation of “Fiberglass“ (Glass-Fiber-Reinforced Thermosetting-Resin) PipeASTM D4161 (2001; R 2010) “Fiberglass“ (Glass-Fiber-Reinforced Thermosetting-

25、Resin) Pipe Joints Using Flexible Elastomeric SealsASTM F1697 (2009) Standard Specification for Poly(Vinyl Chloride) (PVC) Profile Strip for Machine Spiral-Wound Liner Pipe Rehabilitation of Existing Sewers and ConduitASTM F1741 (2008) Standard Practice for Installation of Machine Spiral Wound Poly

26、(Vinyl Chloride) (PVC) Liner Pipe for Rehabilitation of Existing Sewers and ConduitsASTM F2620 (2012) Standard Practice for Heat Fusion Joining of Polyethylene Pipe and FittingsASTM F477 (2010) Standard Specification for Elastomeric Seals (Gaskets) for Joining Plastic PipeASTM F585 (1994; R 2007) St

27、andard Practice for Insertion of Flexible Polyethylene Pipe SECTION 33 01 98 Page 5Provided by IHSNot for ResaleNo reproduction or networking permitted without license from IHS-,-,-into Existing SewersU.S. ARMY CORPS OF ENGINEERS (USACE)EM 385-1-1 (2008; Errata 1-2010; Changes 1-3 2010; Changes 4-6

28、2011; Change 7 2012) Safety and Health Requirements Manual1.4 ADMINISTRATIVE REQUIREMENTS1.4.1 Pre-Installation ConferenceWithin _ calendar days of notice to proceed, conduct a scope-validation meeting, including potential Sub-Contractors, and Contracting Officer to facilitate common agreement and u

29、nderstanding of the work to be performed. At this time, the resumes of Sub-Contractors, project superintendent or project manager shall be supplied to the Contracting Officer or be eliminated from consideration.1.4.2 Detailed Work PlanSubmit a Detailed Work Plan not less than 30 days prior to commen

30、cement of work. The plan shall include but is not limited to the following:a. Proposed construction sequencing and schedulingb. Plan for removal of any obstructions encounteredc. Detail Drawings in an approved form, for each slip lining system including pipe manufacturers instructions for installati

31、ond. List of proposed products showing new diameters of slip lining pipes to be installed along with existing pipe diameterse. Specify all mandrel dimensions, including lengths, for each pipe to be slip linedf. Provide maximum depth of cover over pipesg. Areas requiring special construction techniqu

32、esh. Proposed methods for flow control or by-pass to divert excessive flow away from a section of pipe if the need arises during the slip lining processi. Proposed access and staging areasj. Proposed method of re-establishment of connections (if applicable)k. Joints, gaskets, proposed Resins, Coatin

33、gs, _, and other pertinent information as applicablel. Dates of excavation and pipe placement, along with proposed work hoursm. Method for preventing damage to the host and liner pipes using guide rails, pipe invert paving, or other applicable methods when the invert of the host pipe has deteriorate

34、d significantlyn. Method for waste grout recovery SECTION 33 01 98 Page 6Provided by IHSNot for ResaleNo reproduction or networking permitted without license from IHS-,-,-o. Detailed plan for dealing with buoyant uplift of the liner pipe during groutingp. Health “DO“ for District Office (Engineering

35、 Division or other organization in the District Office); “AO“ for Area Office; “RO“ for Resident Office; and “PO“ for Project Office. Codes following the “G“ typically are not used for Navy, Air Force, and NASA projects.Choose the first bracketed item for Navy, Air Force SECTION 33 01 98 Page 7Provi

36、ded by IHSNot for ResaleNo reproduction or networking permitted without license from IHS-,-,-and NASA projects, or choose the second bracketed item for Army projects.*Government approval is required for submittals with a “G“ designation; submittals not having a “G“ designation are for Contractor Qua

37、lity Control approval.information only. When used, a designation following the “G“ designation identifies the office that will review the submittal for the Government. Submit the following in accordance with Section 01 33 00 SUBMITTAL PROCEDURES:SD-01 Preconstruction SubmittalsContractor Qualificati

38、ons; G; G, DOGrout Contractor Qualifications; G; G, DOPipe Inspection Procedures; G; G, DOConstruction Progress Schedule; G; G, DOCCTV Recordings and Report Logs; G; G, DODigital Photographs and Report Logs; G; G, DODetailed Work Plan; G; G, DOAnalysis and Calculations; G; G, DOSD-02 Shop DrawingsBu

39、lkheads; G; G, _SD-03 Product DataLiner Pipe; G; G, _Soluble Reactive Silicate Concrete Treatment Product; G; G, DOUV Protective End Treatment; G; G, DOSD-05 Design DataConveyance Capacity; G; G, _Downstream Scour Protection; G; G, _Structural Properties; G; G, _SD-06 Test ReportsGrout Trial Mix Tes

40、tsSD-10 Operation and Maintenance DataMaintenanceSD-11 Closeout SubmittalsManufacturers Warranty; G; G, DOPost-Installation CCTV Recordings and Report Logs; G; G, DOPost-Installation Digital Photographs and Report Logs; G; G, DO1.6 QUALITY ASSURANCE1.6.1 Qualifications and SupervisionSubmit Contract

41、or Qualifications for slip lining piping, documenting their engagement in the successful installation of similar slip lining systems for at least _ years. Provide an experienced superintendent with SECTION 33 01 98 Page 8Provided by IHSNot for ResaleNo reproduction or networking permitted without li

42、cense from IHS-,-,-experience in installation of similar slip lining systems. The superintendent shall be on site at all times and shall have full authority to direct the means, methods, equipment and personnel and performance of the work.1.6.2 Grout Contractor QualificationsSubmit Grout Contractor

43、Qualifications in letter form from the foam manufacturer stating that they are an approved applicator for that product, as well as the grout mix design, and test break results for that particular design. Reference paragraph GROUT MATERIALS AND MIXES for grout mix design requirements.1.7 DELIVERY, ST

44、ORAGE, AND HANDLINGPrevent injury or abrasion to liner pipe during loading, transportation, and unloading. Do not drop pipe from cars or trucks, nor allow pipe to roll down skids without proper restraining ropes. Use suitable pads, strips, skids, or blocks for each pipe during transportation and whi

45、le awaiting installation in the field. Liner pipe shall be moved by machinery in a controlled manner. Do not allow liner pipe to roll down the levee embankment at any time. Handle and store in accordance with the manufacturers published recommendations.Remove slip liner pipe with cuts, gashes, nicks, abrasions, or any such physical damage which is deeper than 10 percent of the wall thickness from the site and replace with undamaged pipe at no additional cost to the Government.1.8 WARRANTYSubmit _ copies of the signed Manufacturers Warranty for all products withi