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[null,"Specification Review Toolbox","Version:","02"]
[]
[null,"Disclaimer:",null,"Begin"]
[null,"This specification toolbox is for general information only. The intent is to provide a checklist and guidance on some key work items expected to be included in a specification package for  dam construction, based on the experience of the authors and the review board, comprised of Dam Design Engineers and State Dam Safety Officials and has been prepared in accordance with generally recognized engineering principles and practices. The toolbox is not intended to be a comprehensive or inclusive list of all items that need to be included in a complete specification package for dam construction. The information presented should not be used without first securing competent advice from qualified professionals with respect to its suitability for any general or specific application.  Regardless of completion of the checklist, generating a complete design, including detailed specifications, remains the responsibility of the responsible Design Engineer.  No reference made in this publication constitutes an endorsement or warranty thereof by AECOM or sponsors of this Toolbox. Anyone using the information presented in this Toolbox assumes all liability arising from such use."]
[]
[null,null,null,"Developed by: ","AECOM-Denver"]
[]
[null,null,null,"Developed using:","Microsoft Excel 365, Version 2008 (Build 13127.21064 Click-to-Run)"]
[]
[]
[null,"Instructions / Guide:"]
[]
[null,"1. Inputs go into cells shaded in this color."]
[null,"2. The \"Project Information and TOC\" tab provides a summary of the spreadsheet content. Project-specific information entered on that tab will be automatically entered in the remaining sheets."]
[null,"3. Following the \"Project Information and TOC\" tab is a tab for \"General Considerations\" that the engineer may wish to consider throughout specification development. "]
[null,"4. Each major construction work item selected for inclusion in this version of the toolbox has a separate tab, shaded yellow. These are selected items and are not all-inclusive.  These tabs generally follow the format of the Construction Specification Institute (CSI).  The major construction work tabs contain a checklist for common specifications requirements for each component, considerations that the engineer may wish to incorporate as appropriate for the specific project, and a list of commonly referenced material and testing standards (where applicable). "]
[null,"5.  Following the major construction item tabs, are the tabs for  \"Project Specific Items\" and \"Agency Specific Items\". These can be tailored to the User's and Reviewers' specific project needs"]
[null,"6. The final tab provides a set of useful references relevant to specification development. "]
[null,"7. The common specification requirements in each construction work tab includes a \"N/A\" button that can be used to mark all non-applicable sub-requirements as \"N/A\". "]
[null,"8. The common specification requirements in each construction work tab includes a pull-down button in each of the column headings that can be used to filter and sort the content in that column."]
[]
[null,"Email address to send comments "]
[null,"dnrdamsafety@mt.gov"]
[]
[]
[null,"Version History:","Date:"]
[null,"Beta 01:     Initital release. For review and comment","October 2014"]
[null,"Beta 01:     Incorporated comments from CO Dam Safety and added Div 2 Steel Pipe","July 2016"]
[null,"01:             General Revisions and added Div 2 RCP, CIPP, and  Foundation Preparation","March 2017"]
[null,"02:             Formatting Revisions and updated TOC for better functionality","June 2021"]

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[]
[]
[null,"Dam Name/ID: ","Dam Name"]
[null,"Project Name: ","Project Name"]
[null,"Date:","xx/xx/20xx"]
[null,"Owner:","Dam Owner"]
[null,"Engineer:","Engineer"]
[null,"Completion Status:",1]
[null,"Reviewer (s):","Reviewers"]
[null,"Description/Comments:","Version 02 released June 2021"]
[]
[null,"General Considerations","\"General Considerations\" that the engineer may wish to consider throughout specification development"]
[null,{"$f":"'General Considerations'!A6","v":"Spec/Drawing Link"},{"$f":"HYPERLINK(CONCATENATE(\"#\",\"'\",$B$12,\"'!A\",MATCH(B13,INDIRECT(CONCATENATE(\"'\",$B$12,\"'!A1:A500\")),0)),\"Go to Section\")","v":"Go to Section"}]
[null,{"$f":"'General Considerations'!A7","v":"Design Cross Check"},"Go to Section"]
[null,{"$f":"'General Considerations'!A8","v":"Contract Requirements"},"Go to Section"]
[null,{"$f":"'General Considerations'!A9","v":"Earthwork Materials"},"Go to Section"]
[null,{"$f":"'General Considerations'!A10","v":"General Requirements"},"Go to Section"]
[null,{"$f":"'General Considerations'!A11","v":"Submittal Requirements"},"Go to Section"]
[null,{"$f":"'General Considerations'!A12","v":"Testing Frequency"},"Go to Section"]
[null,{"$f":"'General Considerations'!A13","v":"(User Defined Item)"},"Go to Section"]
[null,{"$f":"'General Considerations'!A14","v":"(User Defined Item)"},"Go to Section"]
[null,{"$f":"'General Considerations'!A15","v":"(User Defined Item)"},"Go to Section"]
[null,{"$f":"'General Considerations'!A16","v":"(User Defined Item)"},"Go to Section"]
[null,{"$f":"'General Considerations'!A17","v":"(User Defined Item)"},"Go to Section"]
[null,{"$f":"'General Considerations'!A18","v":"(User Defined Item)"},"Go to Section"]
[null,{"$f":"'General Considerations'!A19","v":"(User Defined Item)"},"Go to Section"]
[null,{"$f":"'General Considerations'!A20","v":"(User Defined Item)"},"Go to Section"]
[]
[null,"Div 1 General Requirements","Covers some common general construction specification requirements (typically included in Division 1)"]
[null,{"$f":"'Div 1 General Requirements'!A7","v":"Summary of Work"},{"$f":"HYPERLINK(CONCATENATE(\"#\",\"'\",$B$29,\"'!A\",MATCH(B30,INDIRECT(CONCATENATE(\"'\",$B$29,\"'!A1:A500\")),0)),\"Go to Section\")","v":"Go to Section"}]
[null,{"$f":"'Div 1 General Requirements'!A12","v":"Measurement and Payment"},{"$f":"HYPERLINK(CONCATENATE(\"#\",\"'\",$B$29,\"'!A\",MATCH(B31,INDIRECT(CONCATENATE(\"'\",$B$29,\"'!A1:A500\")),0)),\"Go to Section\")","v":"Go to Section"}]
[null,{"$f":"'Div 1 General Requirements'!A15","v":"Coordination and Meetings"},"Go to Section"]
[null,{"$f":"'Div 1 General Requirements'!A20","v":"Construction Progress Schedules"},"Go to Section"]
[null,{"$f":"'Div 1 General Requirements'!A22","v":"Submittals"},"Go to Section"]
[null,{"$f":"'Div 1 General Requirements'!A28","v":"Environmental Protection"},"Go to Section"]
[null,{"$f":"'Div 1 General Requirements'!A32","v":"Quality Control"},"Go to Section"]
[null,{"$f":"'Div 1 General Requirements'!A37","v":"Regulatory Requirements"},"Go to Section"]
[null,{"$f":"'Div 1 General Requirements'!A40","v":"Project Closeout"},"Go to Section"]
[null,{"$f":"'Div 1 General Requirements'!A42","v":"State Engineer Requirements"},"Go to Section"]
[null,{"$f":"'Div 1 General Requirements'!A43","v":"(User Defined Item)"},"Go to Section"]
[null,{"$f":"'Div 1 General Requirements'!A46","v":"(User Defined Item)"},"Go to Section"]
[]
[null,"Div 2 Foundation Preparation","Covers some common earthwork materials used in dams."]
[null,{"$f":"'Div 2 Foundation Preparation'!A7","v":"Foundation Preparation                                                 Foundation Preparation                                                 Foundation Preparation                                                 Foundation Preparation"},{"$f":"HYPERLINK(CONCATENATE(\"#\",\"'\",$B$43,\"'!A\",MATCH(B44,INDIRECT(CONCATENATE(\"'\",$B$43,\"'!A1:A500\")),0)),\"Go to Section\")","v":"Go to Section"}]
[null,{"$f":"'Div 2 Foundation Preparation'!A31","v":"(User Defined Item)"},{"$f":"HYPERLINK(CONCATENATE(\"#\",\"'\",$B$43,\"'!A\",MATCH(B45,INDIRECT(CONCATENATE(\"'\",$B$43,\"'!A1:A500\")),0)),\"Go to Section\")","v":"Go to Section"}]
[null,{"$f":"'Div 2 Foundation Preparation'!A43","v":"(User Defined Item)"},"Go to Section"]
[]
[null,"Div 2 Earthwork","Covers some common earthwork materials used in dams."]
[null,{"$f":"'Div 2 Earthwork'!A7","v":"Fine Filter  (Filter Sand)                               Fine Filter  (Filter Sand)                               Fine Filter  (Filter Sand)                               Fine Filter  (Filter Sand)                               Fine Filter  (Filter Sand)"},{"$f":"HYPERLINK(CONCATENATE(\"#\",\"'\",$B$48,\"'!A\",MATCH(B49,INDIRECT(CONCATENATE(\"'\",$B$48,\"'!A1:A500\")),0)),\"Go to Section\")","v":"Go to Section"}]
[null,{"$f":"'Div 2 Earthwork'!A33","v":"Coarse Filter (Drain Gravel)                    Coarse Filter (Drain Gravel)                    Coarse Filter (Drain Gravel)                     Coarse Filter (Drain Gravel)              "},{"$f":"HYPERLINK(CONCATENATE(\"#\",\"'\",$B$48,\"'!A\",MATCH(B50,INDIRECT(CONCATENATE(\"'\",$B$48,\"'!A1:A500\")),0)),\"Go to Section\")","v":"Go to Section"}]
[null,{"$f":"'Div 2 Earthwork'!A52","v":"Low Permeability Core                                   Low Permeability Core                                   Low Permeability Core                                   Low Permeability Core                                   Low Permeability Core"},"Go to Section"]
[null,{"$f":"'Div 2 Earthwork'!A71","v":"Rockfill                                                                      Rockfill                                                        Rockfill"},"Go to Section"]
[null,{"$f":"'Div 2 Earthwork'!A84","v":"Riprap                                                          Riprap                                                        Riprap                                                          "},"Go to Section"]
[null,{"$f":"'Div 2 Earthwork'!A94","v":"Riprap Bedding                                          Riprap Bedding"},"Go to Section"]
[null,{"$f":"'Div 2 Earthwork'!A104","v":"(User Defined Item)"},"Go to Section"]
[null,{"$f":"'Div 2 Earthwork'!A115","v":"(User Defined Item)"},"Go to Section"]
[]
[null,"Div 2 Drainage Pipe","Covers slotted and solid non-pressure plastic pipe used for internal drainage in dams, including toe drains and structure foundation drains."]
[null,{"$f":"'Div 2 Drainage Pipe'!A7","v":"Plastic Pipe (Slotted and Solid)               Plastic Pipe (Slotted and Solid)                 Plastic Pipe (Slotted and Solid)"},{"$f":"HYPERLINK(CONCATENATE(\"#\",\"'\",$B$58,\"'!A\",MATCH(B59,INDIRECT(CONCATENATE(\"'\",$B$58,\"'!A1:A500\")),0)),\"Go to Section\")","v":"Go to Section"}]
[null,{"$f":"'Div 2 Drainage Pipe'!A14","v":"(User Defined Item)"},{"$f":"HYPERLINK(CONCATENATE(\"#\",\"'\",$B$58,\"'!A\",MATCH(B60,INDIRECT(CONCATENATE(\"'\",$B$58,\"'!A1:A500\")),0)),\"Go to Section\")","v":"Go to Section"}]
[null,{"$f":"'Div 2 Drainage Pipe'!A24","v":"(User Defined Item)"},"Go to Section"]
[]
[null,"Div 2 Water Control","Covers controlling water on dam projects such as cofferdams and Diversion, Dewatering/Unwatering, and Reservoir Control"]
[null,{"$f":"'Div 2 Water Control'!A7","v":"Cofferdams and Diversion"},{"$f":"HYPERLINK(CONCATENATE(\"#\",\"'\",$B$63,\"'!A\",MATCH(B64,INDIRECT(CONCATENATE(\"'\",$B$63,\"'!A1:A500\")),0)),\"Go to Section\")","v":"Go to Section"}]
[null,{"$f":"'Div 2 Water Control'!A19","v":"Dewatering / Unwatering"},{"$f":"HYPERLINK(CONCATENATE(\"#\",\"'\",$B$63,\"'!A\",MATCH(B65,INDIRECT(CONCATENATE(\"'\",$B$63,\"'!A1:A500\")),0)),\"Go to Section\")","v":"Go to Section"}]
[null,{"$f":"'Div 2 Water Control'!A31","v":"Reservoir Control"},"Go to Section"]
[null,{"$f":"'Div 2 Water Control'!A39","v":"(User Defined Item)"},"Go to Section"]
[null,{"$f":"'Div 2 Water Control'!A49","v":"(User Defined Item)"},"Go to Section"]
[]
[null,"Div 2 Steel Pipe"]
[null,{"$f":"'Div 2 Steel Pipe'!A7","v":"Welded Steel Pipe                                           Welded Steel Pipe                                          Welded Steel Pipe                                           Welded Steel Pipe                                          Welded Steel Pipe"},{"$f":"HYPERLINK(CONCATENATE(\"#\",\"'\",$B$70,\"'!A\",MATCH(B71,INDIRECT(CONCATENATE(\"'\",$B$70,\"'!A1:A500\")),0)),\"Go to Section\")","v":"Go to Section"}]
[null,{"$f":"'Div 2 Steel Pipe'!A29","v":"(User Defined Item)"},{"$f":"HYPERLINK(CONCATENATE(\"#\",\"'\",$B$70,\"'!A\",MATCH(B72,INDIRECT(CONCATENATE(\"'\",$B$70,\"'!A1:A500\")),0)),\"Go to Section\")","v":"Go to Section"}]
[null,{"$f":"'Div 2 Steel Pipe'!A39","v":"(User Defined Item)"},"Go to Section"]
[]
[null,"Div 2 Cured-In-Place Pipe"]
[null,{"$f":"'Div 2 Cured-In-Place Pipe'!A7","v":"Cured-In-Place Pipe                                                         Cured-In-Place Pipe                                                         Cured-In-Place Pipe                                                         Cured-In-Place Pipe"},{"$f":"HYPERLINK(CONCATENATE(\"#\",\"'\",$B$75,\"'!A\",MATCH(B76,INDIRECT(CONCATENATE(\"'\",$B$75,\"'!A1:A500\")),0)),\"Go to Section\")","v":"Go to Section"}]
[null,{"$f":"'Div 2 Cured-In-Place Pipe'!A27","v":"(User Defined Item)"},{"$f":"HYPERLINK(CONCATENATE(\"#\",\"'\",$B$75,\"'!A\",MATCH(B77,INDIRECT(CONCATENATE(\"'\",$B$75,\"'!A1:A500\")),0)),\"Go to Section\")","v":"Go to Section"}]
[null,{"$f":"'Div 2 Cured-In-Place Pipe'!A39","v":"(User Defined Item)"},"Go to Section"]
[]
[null,"Div 3 Concrete","Covers cast-in-place concrete used for hydraulic structures on dams including Spillways, Impact Basins, Chutes, Intake Structures; and other miscellaneous concrete such as grout caps, mud mats, backfill concrete piers etc"]
[null,{"$f":"'Div 3 Concrete'!A7","v":"Concrete                                                       Concrete                                                    Concrete                                                 Concrete                                                 Concrete"},{"$f":"HYPERLINK(CONCATENATE(\"#\",\"'\",$B$80,\"'!A\",MATCH(B81,INDIRECT(CONCATENATE(\"'\",$B$80,\"'!A1:A500\")),0)),\"Go to Section\")","v":"Go to Section"}]
[null,{"$f":"'Div 3 Concrete'!A34","v":"Reinforcement                                            Reinforcement"},{"$f":"HYPERLINK(CONCATENATE(\"#\",\"'\",$B$80,\"'!A\",MATCH(B82,INDIRECT(CONCATENATE(\"'\",$B$80,\"'!A1:A500\")),0)),\"Go to Section\")","v":"Go to Section"}]
[null,{"$f":"'Div 3 Concrete'!A40","v":"Formwork"},"Go to Section"]
[null,{"$f":"'Div 3 Concrete'!A46","v":"(User Defined Item)"},"Go to Section"]
[null,{"$f":"'Div 3 Concrete'!A56","v":"(User Defined Item)"},"Go to Section"]
[]
[null,"Div 3 RCPP","Covers cast-in-place concrete used for hydraulic structures on dams including Spillways, Impact Basins, Chutes, Intake Structures; and other miscellaneous concrete such as grout caps, mud mats, backfill concrete piers etc"]
[null,{"$f":"'Div 3 RCPP'!A7","v":"Reinforced Concrete Pressure Pipe                                                          Reinforced Concrete Pressure Pipe                                                          Reinforced Concrete Pressure Pipe"},{"$f":"HYPERLINK(CONCATENATE(\"#\",\"'\",$B$87,\"'!A\",MATCH(B88,INDIRECT(CONCATENATE(\"'\",$B$87,\"'!A1:A500\")),0)),\"Go to Section\")","v":"Go to Section"}]
[null,{"$f":"'Div 3 RCPP'!A20","v":"(User Defined Item)"},{"$f":"HYPERLINK(CONCATENATE(\"#\",\"'\",$B$87,\"'!A\",MATCH(B89,INDIRECT(CONCATENATE(\"'\",$B$87,\"'!A1:A500\")),0)),\"Go to Section\")","v":"Go to Section"}]
[null,{"$f":"'Div 3 RCPP'!A30","v":"(User Defined Item)"},"Go to Section"]
[]
[null,"Project Specific Items","Can be tailored to the User's and Reviewers' specific project needs"]
[null,{"$f":"'Project Specific Items'!A6","v":"(User Defined Item)"},{"$f":"HYPERLINK(CONCATENATE(\"#\",\"'\",$B$92,\"'!A\",MATCH(B93,INDIRECT(CONCATENATE(\"'\",$B$92,\"'!A1:A500\")),0)),\"Go to Section\")","v":"Go to Section"}]
[null,{"$f":"'Project Specific Items'!A7","v":"(User Defined Item)"},{"$f":"HYPERLINK(CONCATENATE(\"#\",\"'\",$B$92,\"'!A\",MATCH(B94,INDIRECT(CONCATENATE(\"'\",$B$92,\"'!A1:A500\")),0)),\"Go to Section\")","v":"Go to Section"}]
[null,{"$f":"'Project Specific Items'!A8","v":"(User Defined Item)"},"Go to Section"]
[null,{"$f":"'Project Specific Items'!A9","v":"(User Defined Item)"},"Go to Section"]
[null,{"$f":"'Project Specific Items'!A10","v":"(User Defined Item)"},"Go to Section"]
[null,{"$f":"'Project Specific Items'!A11","v":"(User Defined Item)"},"Go to Section"]
[null,{"$f":"'Project Specific Items'!A12","v":"(User Defined Item)"},"Go to Section"]
[null,{"$f":"'Project Specific Items'!A13","v":"(User Defined Item)"},"Go to Section"]
[null,{"$f":"'Project Specific Items'!A14","v":"(User Defined Item)"},"Go to Section"]
[null,{"$f":"'Project Specific Items'!A15","v":"(User Defined Item)"},"Go to Section"]
[]
[null,"Agency Specific Items","Can be tailored to the User's and Reviewers' specific project needs"]
[null,{"$f":"'Agency Specific Items'!A6","v":"(User Defined Item)"},{"$f":"HYPERLINK(CONCATENATE(\"#\",\"'\",$B$104,\"'!A\",MATCH(B105,INDIRECT(CONCATENATE(\"'\",$B$104,\"'!A1:A500\")),0)),\"Go to Section\")","v":"Go to Section"}]
[null,{"$f":"'Agency Specific Items'!A7","v":"(User Defined Item)"},{"$f":"HYPERLINK(CONCATENATE(\"#\",\"'\",$B$104,\"'!A\",MATCH(B106,INDIRECT(CONCATENATE(\"'\",$B$104,\"'!A1:A500\")),0)),\"Go to Section\")","v":"Go to Section"}]
[null,{"$f":"'Agency Specific Items'!A8","v":"(User Defined Item)"},"Go to Section"]
[null,{"$f":"'Agency Specific Items'!A9","v":"(User Defined Item)"},"Go to Section"]
[null,{"$f":"'Agency Specific Items'!A10","v":"(User Defined Item)"},"Go to Section"]
[null,{"$f":"'Agency Specific Items'!A11","v":"(User Defined Item)"},"Go to Section"]
[null,{"$f":"'Agency Specific Items'!A12","v":"(User Defined Item)"},"Go to Section"]
[null,{"$f":"'Agency Specific Items'!A13","v":"(User Defined Item)"},"Go to Section"]
[null,{"$f":"'Agency Specific Items'!A14","v":"(User Defined Item)"},"Go to Section"]
[null,{"$f":"'Agency Specific Items'!A15","v":"(User Defined Item)"},"Go to Section"]
[]
[null,"References","A set of useful references relevant to specification development"]
[null,{"$f":"References!A5","v":"ADDITIONAL REFERENCES AND RESOURCES FOR DAM CONSTRUCTION SPECIFICATIONS"},{"$f":"HYPERLINK(CONCATENATE(\"#\",\"'\",$B$116,\"'!A\",MATCH(B117,INDIRECT(CONCATENATE(\"'\",$B$116,\"'!A1:A500\")),0)),\"Go to Section\")","v":"Go to Section"}]
[null,{"$f":"References!A17","v":"EARTHWORK"},{"$f":"HYPERLINK(CONCATENATE(\"#\",\"'\",$B$116,\"'!A\",MATCH(B118,INDIRECT(CONCATENATE(\"'\",$B$116,\"'!A1:A500\")),0)),\"Go to Section\")","v":"Go to Section"}]
[null,{"$f":"References!A44","v":"CONCRETE"},"Go to Section"]
[null,{"$f":"References!A90","v":"DRAIN PIPE"},"Go to Section"]
[null,{"$f":"References!A102","v":"QUALITY CONTROL"},"Go to Section"]
[null,{"$f":"References!A107","v":"STEEL PIPE"},"Go to Section"]

{"sheet":"General Considerations","index":2,"n_rows":20,"n_cols":8,"rows_kept":20,"cut":false,"hidden":false,"merged":[[3,0,3,7]]}
[null,{"$f":"'Project Information and TOC'!B3","v":"Dam Name/ID: "},null,{"$f":"IF(ISBLANK('Project Information and TOC'!C3),\"\",'Project Information and TOC'!C3)","v":"Dam Name"},{"$f":"'Project Information and TOC'!B6","v":"Owner:"},{"$f":"'Project Information and TOC'!C6","v":"Dam Owner"}]
[null,{"$f":"'Project Information and TOC'!B4","v":"Project Name: "},null,{"$f":"IF(ISBLANK('Project Information and TOC'!C4),\"\",'Project Information and TOC'!C4)","v":"Project Name"},{"$f":"'Project Information and TOC'!B7","v":"Engineer:"},{"$f":"'Project Information and TOC'!C7","v":"Engineer"}]
[null,{"$f":"'Project Information and TOC'!B5","v":"Date:"},null,{"$f":"IF(ISBLANK('Project Information and TOC'!C5),\"\",'Project Information and TOC'!C5)","v":"xx/xx/20xx"},{"$f":"'Project Information and TOC'!B8","v":"Completion Status:"},{"$f":"'Project Information and TOC'!C8","v":1}]
["General Considerations"]
["Item","Description","Design Stage","Complete?\nYES, NO, N/A","Reviewer Comments","Engineer Responses","Reviewer Follow-Up Comments","Resolved?"]
["Spec/Drawing Link","Use terms in Specifications, including material names and designations, that are consistent with Drawings.  "]
["Design Cross Check","Specify and check that material properties and other requirements are consistent with the Design calculations and requirements, e.g., filter and drain material gradations, earth materials, concrete strength, riprap size, etc."]
["Contract Requirements","When State funding is required, confirm Contract terms meet State requirements and needs as applicable."]
["Earthwork Materials","Material requirements should be based on locally available materials whenever possible."]
["General Requirements","Coordinate the specification requirements in Division 1: General Requirements with other Contract Document requirements. For instance, make sure the measurement and payment procedures, Environmental Protection, Regulatory Requirements, etc are all consistent with what the actual contract is requiring of the Contractor."]
["Submittal Requirements","For individual sections, include a complete submittal list matching and coordinating with specified requirements."]
["Testing Frequency","Frequency may depend on the total quantity of material to be placed, importance of the property on material function, general complexity and project needs, but minimum testing frequencies for source and in-place testing need to be stated."]
["(User Defined Item)"]
["(User Defined Item)"]
["(User Defined Item)"]
["(User Defined Item)"]
["(User Defined Item)"]
["(User Defined Item)"]
["(User Defined Item)"]
["(User Defined Item)"]

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[null,{"$f":"'Project Information and TOC'!B3","v":"Dam Name/ID: "},{"$f":"IF(ISBLANK('Project Information and TOC'!C3),\"\",'Project Information and TOC'!C3)","v":"Dam Name"},null,{"$f":"'Project Information and TOC'!B6","v":"Owner:"},{"$f":"'Project Information and TOC'!C6","v":"Dam Owner"}]
[null,{"$f":"'Project Information and TOC'!B4","v":"Project Name: "},{"$f":"IF(ISBLANK('Project Information and TOC'!C4),\"\",'Project Information and TOC'!C4)","v":"Project Name"},null,{"$f":"'Project Information and TOC'!B7","v":"Engineer:"},{"$f":"'Project Information and TOC'!C7","v":"Engineer"}]
[null,{"$f":"'Project Information and TOC'!B5","v":"Date:"},{"$f":"IF(ISBLANK('Project Information and TOC'!C5),\"\",'Project Information and TOC'!C5)","v":"xx/xx/20xx"},null,{"$f":"'Project Information and TOC'!B8","v":"Completion Status:"},{"$f":"'Project Information and TOC'!C8","v":1}]
["Division 1 - General Requirements"]
["Item","Typically Required Specification Content","Design Stage","YES, NO, N/A","Typical Considerations and Specification Examples","Reviewer Comments","Engineer Responses","Reviewer Follow-Up Comments","Resolved?"]
["General Requirements"]
["Summary of Work","Background?",null,null,"For modification projects helpful background information may include general dam size, location,  pertinent features, historic datum, and basis of required modifications."]
[null,"Project Description?",null,null,"Work summary, by year for multi-year projects, pertinent Milestones as applicable, and similar information to summarize the project scope."]
[null,"Major Work Item List?",null,null,"List of major work items and brief individual scope descriptions, not intended to be all inclusive, but a list of major items."]
[null,"Work by Owner?",null,null,"Summary of work items to be completed by the Owner.  Owner-Furnished Products may be included, but if a lot of detail is required, may be better described in a separate section.  "]
[null,"Owner Occupancy during Construction?",null,null,"Describe  Owner operations during the construction period."]
["Measurement and Payment","Measurement of Quantities?"]
[null,"Schedule of Values?",null,null,"Is there a provision for the Contractor to provide a Schedule of Values, which would establish the payment basis for lump sum items."]
[null,"Item Descriptions, including basis of measurement and basis of payment?"]
["Coordination and Meetings","Coordination of Contractor Work?",null,null,"Coordination requirements for Contractor work elements with submittals, site access, Contractor schedule, site cleanup, and Owners operations."]
[null,"Preconstruction Meetings?",null,null,"Requirements for preconstruction meeting attendance, documentation and distribution responsibility, agenda, and other requirements. \n\nTypical Agenda: Review of project scope and requirements, health and safety, quality program, responsible parties, schedule and critical milestones, pay applications, RFIs, field change protocol, change orders, submittals and substitutions,  surveying, use of site and Owner's requirements, security, record documents, startup, final inspection and closeout.\n\nTypical Attendance:  Appropriate representatives for the Owner, Engineer, Contractor, key Subcontractors, and State Engineer."]
[null,"Progress Meetings?",null,null,"Requirements for regularly scheduled meetings (typically weekly) attendance, documentation and distribution responsibility, agenda, and other requirements. May include similar items as the preconstruction meeting, with focus on health and safety, quality, schedule, including progress to date and planned upcoming activities, and potential issues requiring resolution.\n\nTypical Attendance:  Appropriate representatives for the Owner, Engineer, Contractor, and key Subcontractors.  Invite State Engineer."]
[null,"Daily and Task Start-up Meetings?",null,null,"Requirements for Contractor to conduct daily or task startup meetings. At a minimum required attendance typically includes key onsite team members for the particular work feature. Requiring task start-up meetings is more common that Specifications requiring the Contractor to hold daily meetings.\n\nTypical Attendance:  Engineer, Contractor Superintendent and other key staff, and key Subcontractors. "]
[null,"Special Meetings?",null,null,"Guidelines or criterion for special meetings needed during the project to address immediate or timely concerns that are best addressed outside of regularly scheduled meeting with focused staff.  "]
["Construction Progress Schedules","Preliminary Progress Schedule (Baseline)?"]
[null,"Progress Schedule Updates?"]
["Submittals","Submittal Categories",null,null,"Includes a list and definition/description of submittal types related to the project. Example: Product Data, Shop Drawings, Samples, Miscellaneous"]
[null,"Sequence and Scheduling",null,null,"Requirements for providing submittals far enough in advance of scheduled work to allow time required for reviews, possible revisions and resubmittals, and placing orders and securing delivery.  \n\nRequires sequencing of submittals with Contractor's work plan."]
[null,"Submission Format and Numbering",null,null,"Requirements for acceptable submittal format, layout, distribution, and numbering."]
[null,"Response Description and Actions",null,null,"Response Examples: No Exceptions Taken, Furnish as Noted, Revise and Resubmit, For Information Only."]
[null,"Resubmittal Process",null,null,"Procedures for resubmittal."]
[null,"Submittal List or Register",null,null,"Complete list, included in specification or required from Contractor with tie-in to their schedule."]
["Environmental Protection","Landscape Preservation?"]
[null,"Prevention of Water Pollution?"]
[null,"Abatement of Air Pollution?"]
[null,"Abatement of Noise?"]
["Quality Control","Quality Control Program and Responsibilities?",null,null,"QA/QC program and the quality responsibilities of the parties including Engineer, Contractor, and Independent Testing Firms."]
[null,"Inspection Procedures?",null,null,"Notify Engineer (i.e.., 24 or 48 hours) prior to QC testing or sampling.\nProvide Engineer access and assistance in obtaining samples.\nEngineer access to  off-site facilities for inspection."]
[null,"Independent Testing Agency and Testing Personnel Requirements?",null,null,"Independent laboratory and lab/field testing personnel requirements and certifications, including years of experience, accreditation (e.g., ACI for concrete).  Level of requirements geared to project complexity.  "]
[null,"Engineer Testing?",null,null,"Engineer testing and sampling,  what information will be provided to the Contractor."]
[null,"Construction Quality Control Plan Submittal?",null,null,"Personnel responsible for quality control, procedures to be followed, proposed reports forms to be used."]
["Regulatory Requirements","Owner Permits?",null,null,"Lists permits the Owner obtains, typically long lead permits such as USACE 401/404. Owner-obtained permits to be attached in Specifications, or provided otherwise before Contract Award to avoid claims and protect all parties."]
[null,"Contractor Permits?",null,null,"Lists  permits the Contractor may be responsible for obtaining, typically short lead-time permits (e.g., dewatering, erosion and sediment control, etc.), or any other unidentified permits required by federal, state, county, and local governing agencies. Contractor obtained permits required as a project submittal."]
[null,"Compliance with Applicable Permits and Regulations?",null,null,"Require compliance with the conditions and requirements of all (Owner and Contractor) permits  required by federal, state, county, and local governing agencies."]
["Project Closeout","Project Record Documents?",null,null,"States whether Contractor is responsible for developing Record Documents and the required format (i.e. redlined specifications, as-built drawings in AutoCad format, etc)."]
[null,"Operation and Maintenance?"]
["State Engineer Requirements","Statement of State Engineer Office (SEO) Authority Statement.",null,null,"Statements or language typically required by local State Dam Safety Office and/or Rules and Regulations."]
["(User Defined Item)"]
[]
[]
["(User Defined Item)"]

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["Division 2 - Foundation Preparation"]
["Item","Typically Required Specification Content","Design Stage","YES, NO, N/A","Typical Considerations and Specification Examples","Reference","Reviewer Comments","Engineer Responses","Reviewer Follow-Up Comments","Resolved?"]
["Foundation Preparation"]
["Foundation Preparation                                                 Foundation Preparation                                                 Foundation Preparation                                                 Foundation Preparation","General"]
[null,"Submittals",null,null," Proposed equipment and construction procedures to be used in excavating and treating the various features and  ensure suitable rock at foundation grade is not disturbed.\n\nWater control.\n\nDental concrete and slush grout treatment mixes, materials and placement methods."]
[null,"Products"]
[null,"Dental, Backfill, and Mudmat Concrete",null,null,"Reference applicable requirements in Division 3: Mix, vibration, formwork, etc.\n\nTypically lower strength (e.g., 3,000 psi) unreinforced concrete furnished and placed in accordance with the requirements of Section 03300: Cast-In-Place Concrete and additional requirements in Foundation Preparation."]
[null,"Division 3 Reference",null,null," To avoid duplication some or all of the material and placement requirements for cementitious mixes used for foundation treatment may also be specified separately in Division 3 and referenced in the Foundation Preparation Specification."]
[null,"Slush Grout",null,null,"Cement: Typically ASTM C150 Type I/II or II.  \nSufficient quantities of cement at the site to ensure that slush grouting operations are not delayed.\nUse older material before newer material. \nDeliver and store  at a temperature not exceeding 120 degrees F in a dry location.\nDiscard wet cement.\n\nSand:  Well graded, typically with 100% passing the No. 16 sieve and a maximum of 5% passing the No. 100 sieve.\n\nMixture:  Neat cement grout or cement, sand, and water.  Mix and water/cement ratios of the materials may vary to ensure penetration of the crack or crevice being slush grouted as approved. Slush grout for cracks smaller than about 1/4 inch may only be a mix only of cement and water.  Limitations on ratio of sand to cement in sand cement mixes - (e.g., not to exceed two parts sand to one part cement by weight).  \nAdequate water to produce a workable mixture for proper placement (as approved).  Water cement ratio by volume range about  0.6:1 to 1:1 depending on the width of cracks and joints requiring grouting.","ASTM C150"]
[null,"Execution"]
[null,"Preparation?",null,null,"Confirm required grades, lines, levels, contours, and datum, as shown on the Drawings.\nDewatering and water control conducted as necessary."]
[null,"Limitations and Approvals?",null,null,"Excavation lines shown for the foundation excavations are typically based on limited information and are approximate.  Specifications, notes on Drawings, or both, should indicate the location of acceptable foundation material (particularly for rock foundations) may be above or below the excavation lines shown on the Drawings.  Engineer approval of final foundation elevations.  \n\nTypical Advisements:\nUnacceptable materials removed as approved by the Engineer to meet the foundation objectives.\n\nActual required depth of excavation, and suitability of excavated surfaces to receive fill materials and concrete to be determined by the Engineer based on actual conditions encountered."]
[null,"Equipment and Methods?",null,null,"If conditions warrant, some specified limitation on equipment types that could disturb the foundation or specific limitations or preclusions of blasting in rock foundations included here or in an  Excavation specification."]
[null,"Foundation Preservation?",null,null,"Requirements to preserve  foundation in an acceptable condition and avoid exposure that may cause  unacceptable conditions  before placing overlying fill, concrete, etc.; and  consequences, such as reworking the foundation  to an acceptable condition as approved by the Engineer before placement of treatments, first lift of fill, concrete etc. \nRework performed at no additional cost to the Owner."]
[null,"Overexcavation?",null,null,"Precautions to not disturb the foundation below and beyond the excavation limits and consequences, such as repair to foundations disturbed beyond the excavation limits (overexcavation). \nRepairs to overexcavation may include excavating loosened or shattered rock and backfilling with dental or backfill concrete  (rock), replacing overexcavation with fill compacted to the same density as overexcavated material (soil) ,or other repair/replacement as approved by the Engineer.\n\nOverexcavation repaired as approved by the Engineer/Owner  at no additional cost to the Owner."]
[null,"Protection (Rock)?",null,null,"Measures to prevent contamination of the treated rock foundation surfaces by loose rock, soil, debris, or other unsuitable conditions before placement of materials.  Specified measures may include, but are not limited to, constructing concrete mats, directing water away from the surface, minimizing construction traffic on the treated surface,  treating access roads to minimize tracking of debris onto the foundation.  Cleaning and repair at no additional cost to the Owner."]
[null,"Shaping (Rock)?",null,null,"Shape and grade using mechanical and hand equipment.  Drilling and blasting typically not allowed, but may be allowable under certain conditions.  All equipment, techniques, and procedures  subject to approval.  Preclude work methods causing damage.\n\nDrawings or specifications should provide geometry limitations so overhangs and unacceptable conditions are removed.\n\nScale the entire foundation surface to remove all loose rock, rock slabs, rock wedges, jutting points,  debris using approved hand or mechanical methods such as barring and wedging."]
[null,"Cleaning for Treatments (Rock)?",null,null,"Cleaning after the rock excavation has been completed to bedrock or the elevation approved by the Engineer.\nTypical Requirements:\nThoroughly clean all cracks, crevices, fractures, voids, shear zones, and joints in the exposed foundation rock of all loose materials as approved. Depths and widths for crack cleaning should be shown on the Drawings or described in the Specifications (e.g., to a depth at least three times the width).\nWetting rock immediately prior to concrete placement. \nEquipment: Water jets, air jets, vacuums or other hand methods to completely remove soil or loose rock. \nSequence: Clean foundation proceeding from the top to the bottom of the exposed foundation.\nCleanup approved by the Engineer before treatment.\nGrid system to track completed and approved areas."]
[null,"Foundation Mapping?",null,null,"Minimum time for notice to the Engineer when cleaning is sufficiently complete to have a geologist map the foundation."]
[null,"Dental Concrete Placement (Rock)?",null,null,"Typical Requirements: Place in broken, fractured or sheared portions of the foundation surface to fill joints or fractures, cavities, depressions, and overhangs, as shown on the Drawings, and in areas too large to be satisfactorily treated by slush grouting and where volumes are too small to be satisfactorily filled with continuous compacted (core) material as approved by the Engineer.\nWhere it is not practical without blasting or excessive material excavation to excavate local overhanging or vertical rock faces, or rock faces steeper than 1.0 horizontal to 1.0 vertical, place dental concrete to solidly face rock surfaces and to provide abutment contact slopes not steeper than 0.5 horizontal to 1.0 vertical, as approved by the Engineer. \n\nPlace as required to form a tight, unfractured surface against which concrete or compacted fill lifts can be satisfactorily placed.\nWet rock surfaces before placement.\n\nPlacement and Curing: Same as for concrete in Division 3. No overlying fill placed until cured sufficiently - e.g., 3 days minimum.\nFinish: Typically broomed."]
[null,"Slush Grout Placement (Rock)?",null,null,"Typical Requirements: Thoroughly clean all fractures to be treated of all loose material to minimum depth (e.g., 6 inches depending on crack with)  by using high-pressure air or other methods approved by the Engineer.  \n\nWet surfaces immediately before placement.\n\nDo not place when freezing conditions are expected, or protect.\n\nPlace in cracks only, avoid spillage feather edges.\n\nWhere possible, use a pipe set to the bottom of the joint or crack and pump grout it through the pipe until the joint or crack is completely filled.  Alternatively place by pouring, rodding, or funneling into individual cracks, or other approved methods.  Slush grout may be brushed into small cracks or joints on surfaces containing closely spaced fractures using a stiff-bristled broom.\n\nPlace slush grout immediately prior to the placement of Zone 1 (core) material. Unless otherwise approved, over with at least one lift of compacted Zone 1 within one hour, and before it has reached initial set."]
[null,"Proof Rolling (Soil)?",null,null,"Minimum number of passes with specified equipment to identify soft areas that will not support future loading without excessive settlement.\nOverexcavating unacceptable areas identified by the proof roll and replacing with suitable compacted material."]
[null,"Reworking Foundation (Soil)?",null,null,"May be different requirements depending on whether foundation is for fill or structures.\nScarify, moisture condition (add water or dry out), and compact to a specified relative density e.g., % of ASTM D 698 maximum dry density, or % of ASTM D 4253 and D 4254 relative density (for free draining materials).","ASTM D 698 \nASTM D 4253\nASTM D 4254"]
[null,"Final Cleaning (Rock)?",null,null,"Just prior to placing fill materials, clean the rock surface and remove excess slush grout, dental concrete and any remaining loose shattered, or disintegrated material, and clean the surface with jets of air under high pressure.  Final cleanup of the rock surface is subject to approval by the Engineer."]
[null,"Field moisture/density testing (Soil)?",null,null,"Example: Number of nuclear moisture density tests (ASTM D 6938) for a given area.\nProvisions for correcting failed moisture and density.","ASTM D 6938"]
[null,"Notifications",null,null,"Requirements for notifying Engineer when subgrade is ready for compaction or proof-rolling or when compaction or proof-rolling is resumed after period of extended inactivity."]
[null,"Final Acceptance",null,null,"May inlcude formal letter acceptance from Engineer accepting foundation preparation prior to allowing material placement. "]
["(User Defined Item)","General"]
[]
[]
[]
[null,"Products"]
[]
[]
[]
[null,"Execution"]
[]
[]
[]
["(User Defined Item)","General"]
[]
[]
[]
[null,"Products"]
[]
[]
[]
[null,"Execution"]

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[null,{"$f":"'Project Information and TOC'!B5","v":"Date:"},{"$f":"IF(ISBLANK('Project Information and TOC'!C5),\"\",'Project Information and TOC'!C5)","v":"xx/xx/20xx"},null,{"$f":"'Project Information and TOC'!B8","v":"Completion Status:"},{"$f":"'Project Information and TOC'!C8","v":1},null,null,null,{"$f":"IF(ISBLANK('Project Information and TOC'!D8),\"\",'Project Information and TOC'!D8)","v":""}]
["Division 2 - Earthwork"]
["Item","Typically Required Specification Content","Design Stage","YES, NO, N/A","Typical Considerations and Specification Examples","Reference","Reviewer Comments","Engineer Responses","Reviewer Follow-Up Comments","Resolved?"]
["Earthwork"]
["Fine Filter  (Filter Sand)                               Fine Filter  (Filter Sand)                               Fine Filter  (Filter Sand)                               Fine Filter  (Filter Sand)                               Fine Filter  (Filter Sand)","Products"]
[null,"Gradation requirement and Material Standard  reference?",null,null,"Typically a standard commercial gradation, commonly ASTM C33 Fine Aggregate (concrete sand), is used. \n\nTypical properties: Sound, durable, clean, and minimally affected by chemical alteration and physical breakdown, meeting durability requirements for concrete sand.","ASTM C33"]
[null,"Gradation table included?",null,null,"Include full gradation table (even for standard materials) including fines limitations."]
[null,"Maximum fines (-No. 200 Sieve)  for source and in-place gradation ?",null,null,"Limit fines to maintain permeability.\n\nAccount for possible breakdown after compaction.\n\nAn example: 3% max fines at source, 5% max fines in-place.\n\nFraction of filter finer than No. 40 sieve is often required to be non-plastic.","N/A"]
[null,"Minimum durability/soundness requirement?",null,null,"Less durable materials may breakdown unacceptably during handling and placement.  \n\nTypically ASTM C 33 requirement sufficient: 5 cycles, weighted average loss ≤10 % (sodium sulfate), or ≤15 % (magnesium sulfate). \n\nQuarry certification may provide enough information if current and representative. ","\nASTM C33/C88.\n"]
[null,"Source testing requirement and frequency?",null,null,"Testing  to verify specified gradation and other required properties from source.\n\nTesting frequency may depend on source reliability and amount of material being placed."]
[null,"Execution"]
[null,"Horizontal lifts?",null,null,"Horizontally placed/compacted parallel to dam axis when applicable. "]
[null,"Moisture conditioning?",null,null,"Typical Requirement: Wetted to near saturation during placement and immediately before compaction, no flooding. \n\nWetting during loading and handling to help prevent segregation."]
[null,"Compaction equipment?",null,null,"Size and type that will provide acceptable compaction with specified lift thickness and number of compactor coverages. Typically minimum 8-10 ton smooth drum vibratory roller. \n\nVibratory plate compactors for special compaction (see below).\n\nGenerally thinner lift thicknesses for smaller equipment."]
[null,null,null,null,"Limit on maximum loose lift thickness typically about 8 to 9 inches. Thicker lifts are possible depending on equipment, but may increase waste in vertical placements."]
[null,"Special compaction?",null,null,"Thinner lifts with hand-operated or walk behind vibratory compaction equipment required around structures, near pipes, etc. (typically defined as \"special compaction\"). "]
[null,"Requirement to prevent contamination from adjacent zones or materials?",null,null,"Keeping the placement level above adjacent zones with a limit set on differential height between zones, using barriers or forms to control placement, sloping other zones away from granular filters etc. \n\nRemoving and replacing contaminated filter material."]
[null,"Freezing/frost conditions?",null,null,"Prohibition of placing frozen  soil or on frozen subgrade.\n\nProtective measures against freezing.   \n\nMitigation in the case that compacted fill does freeze."]
[null,"Caution against over compaction?",null,null,"Avoid to prevent material breakdown."]
[null,"Max allowable compaction speed?",null,null,"Typically compactor speed is limited, e.g., no more than 2 to 4 MPH."]
[null,"In-place gradation testing after compaction?",null,null,"To check for material breakdown.\n\nTesting frequency may vary depending on source durability,  and amount of material being placed. ","ASTM C117/136 or D422/1140 (gradation with -200 wash)"]
[null,"Compaction Requirement"]
[null,"(a)  Compaction requirement based on Method Spec?",null,null,"Requires lift thickness, equipment size and number of compactor coverages."]
[null,"(b)  Compaction requirement based on Results Spec - e.g., Relative density (RD) requirement?",null,null,"Relative Density is typically determined in accordance with ASTM D4253 and D4254 for granular materials; however, other methods for determining minimum/maximum density and field testing to confirm the acceptable relative density in place may be proposed. ","ASTM D4253\nASTM D4254"]
[null,"(a) Method Spec"]
[null,"Test fill required?",null,null,"Used to demonstrate if the desired range of relative density is being achieved with specified equipment, number of compactor coverages, and lift thickness.  \n\nQuality control testing includes in-place density testing and in-place gradation testing after compaction to confirm in-place material meets project requirements."]
[null,"Number of compactor coverages specified?",null,null,"N/A"]
[null,"(b) Results Spec"]
[null,"RD % requirement?  (Results only)",null,null,"If specified, include minimum and maximum relative density (over or under compaction is undesirable).\n\nExample: Colorado Rules and Regulations 5.9.4.3.2.2   \"...minimum density for cohesionless materials shall be 65 to 75 percent relative density…\"","ASTM D 4253/4254"]
[null,"RD testing frequency requirement? ",null,null,"Varies based on reliability and quantity of material. \n\nExample: Number of tests per quantity/area, minimum 1/day or area of placement, whichever results in the greatest number of tests.\nProvisions for correcting failed moisture and density."]
["Coarse Filter (Drain Gravel)                    Coarse Filter (Drain Gravel)                    Coarse Filter (Drain Gravel)                     Coarse Filter (Drain Gravel)              ","Products"]
[null,"Gradation requirement and Material Standard  reference?",null,null,"ASTM C33 Coarse Aggregate  Size No. 8  is typically found to be filter compatible with C33 Fine Aggregate.\n  \nLocal DOTs may have similar coarse aggregates and requirements.\n\nStandard locally available gradations advisable.","ASTM C33 "]
[null,"Gradation table included?",null,null,"Include full gradation table (even for standard materials) including fine fraction limitations.","ASTM C136"]
[null,null,null,null,"Account for possible breakdown after compaction."]
[null,"Minimum durability/soundness requirement?",null,null,"Durability/soundness testing  may be warranted if there is any concern with source. Usually one test result per source is sufficient. \n\nQuarry certification may provide enough information if current and representative. ","ASTM C88\nASTM C131"]
[null,"Source testing requirement and frequency?",null,null,"Testing  to verify specified gradation and other required properties from source.\n\nTesting frequency may depend on source reliability and amount of material being placed."]
[null,"Execution"]
[null,"Compaction based on Method?",null,null,"Material cannot be tested for relative density.\nInclude maximum lift thickness,  minimum equipment size, and minimum number of compactor coverages."]
[null,null,null,null,"Horizontally placed/compacted parallel to dam axis when applicable. "]
[null,"Moisture conditioning?",null,null,"Typically not required for coarse, free draining gravels."]
[null,"Compaction equipment?",null,null,"Size and type that will provide acceptable compaction with specified lift thickness and number of compactor coverages. Typically minimum 8-10 ton smooth drum vibratory roller. \n\nVibratory plate compactors for special compaction (see below).\n\nGenerally thinner lift thicknesses for smaller equipment."]
[null,"Lift thickness?",null,null,"Limit on maximum loose lift thickness. Thicker lifts are possible with gravel depending on equipment, but may increase waste in vertical placements. \n\nWhen placed adjacent to filter sand the lift thickness of both materials may be kept the same to improve constructability and limit cross contamination, otherwise typical loose lift thickness ranges between 9 and 12 inches."]
[null,"Special compaction?",null,null,"Thinner lifts with hand-operated or walk behind vibratory compaction equipment required around structures, near pipes, etc. (typically defined as \"special compaction\"). "]
[null,"Number of compactor coverages?",null,null,"Number of compactor coverages that will densify material with equipment and lift thickness specified."]
[null,"Requirement to prevent contamination from adjacent zones or materials?",null,null,"Keeping the placement level above adjacent zones with a limit set on differential height between zones, using barriers or forms to control placement, sloping other zones away from granular filters etc. \n\nRemoving and replacing contaminated filter material."]
[null,"Freezing/frost conditions?",null,null,"Prohibition of placing frozen  soil or on frozen subgrade.\n\nProtective measures against freezing.   \n\nMitigation in the case that compacted fill does freeze."]
[null,"Caution against over compaction?",null,null,"Avoid to prevent material breakdown."]
[null,"Max allowable compaction speed?",null,null,"Typically compactor speed is limited, e.g., no more than 2 to 4 MPH."]
[null,"In-place gradation testing after compaction?",null,null,"To check for material breakdown.\n\nTesting frequency may vary depending on source durability,  and amount of material being placed. ","ASTM C117/136 or D422/1140 (gradation with -200 wash)"]
["Low Permeability Core                                   Low Permeability Core                                   Low Permeability Core                                   Low Permeability Core                                   Low Permeability Core","Products"]
[null,"Limit unsuitable material?",null,null,"No organics, peat, etc."]
[null,"Gradation?",null,null,"Site and project-specific.\n\nMinimum fines content.\n\nMaximum particle size.","ASTM D 422/1140"]
[null,"Soil Classification?",null,null,"Site and project-specific.\n\nCite allowable and unallowable soil classifications.","ASTM D 2487"]
[null,"Atterberg Limit?",null,null,"Minimum plastic index. Generally PI > 8 is desirable. Some exceptions for use of local sources.","ASTM D 4318"]
[null,"Source testing requirement and frequency?",null,null,"Frequency depends on consistency of source.\n\nSufficient testing to confirm required material properties.\n\nMaterial properties should be tested sufficiently at source rather than during/after placement."]
[null,"Laboratory Moisture/Density Relationship testing? ",null,null,"Typically use ASTM D698 Standard Proctor.\n\nSufficient testing to represent variance in materials.","ASTM D 698 "]
[null,"In-situ moisture Content.",null,null,"Initial moisture content not generally specified, but is required to be known by contractor to judge necessary moisture adjustments from borrow to placement.","ASTM D 2216"]
[null,"Execution"]
[null,"Placement guidance?",null,null,"Place and compact parallel to dam axis. No continuous lift \"seam\"  allowed perpendicular to dam axis.\n\nSlightly sloped fill (e.g. 6H:1V or 10H:1V) sometimes desirable adjacent to abutment or structure contacts. \n\nMinimum bench-in distance with existing fills or foundations.\n\nScarification requirements for smoothed surfaces due to sealing for weather protection or temporary haulage, or rutted surfaces"]
[null,"Moisture conditioning?",null,null,"Typical requirements include methods such as discing to spread, break up, and blend the materials and to obtain uniform moisture conditioning and adjusting moisture content by wetting or drying to within the specified limits before compaction. A maximum clod size may be specified. \n\nMoisture condition  at borrow or stockpile in advance of placement whenever possible.  \n\nSpecial equipment, such as mills, may be required for breaking up harder clay materials (e.g., claystone)."]
[null,"Compaction equipment?",null,null,"For clayey materials, typically tamping foot, sheepfoot, or pad-foot roller with feet longer than compacted lift thickness.  \n\nNo smooth drum rollers except for sealing for protection. \n\nRubber-tired equipment typical for placement against rock."]
[null,"Lift thickness?",null,null,"Typically 6 to 8 inches loose lift thickness depending on compaction equipment."]
[null,"Special compaction?",null,null,"Thinner lifts with hand-operated or walk behind compaction equipment required around structures, near pipes, etc. (typically defined as \"special compaction\"). Moisture contents on the wet side of optimum are sometimes desirable depending on the type of fill and location of the special compaction (note that higher moisture contents for low plastic fills [silts] is not always desirable)."]
[null,"Moisture density?",null,null,"Specify the allowable percent below/above optimum moisture content, and minimum percent of maximum density. Typically minimum 95% dry density at a moisture content  near or above optimum.   \n\nSpecific site conditions or materials may warrant different moisture-density requirements to meet the design objectives. \n\nUse of the Standard Proctor (ASTM D 698) versus the Modified Proctor (ASTM D 1557) to establish the maximum density and optimum moisture content is at the engineer's discretion, and is generally based on the required equipment and level of compaction enegery desired. For higher energy compaction requirements, the Modified Proctor (ASTM D 1557) is sometimes preferred.","ASTM D 698, ASTM D 1557"]
[null,"Protection?",null,null,"Requirement to protect placed fill from drying and excessive moisture and measures to mitigate (e.g. scarify, watererd and recompacted if allowed to dry excessively)   \n\nTypical requirement is to slope slightly to drain, and seal top surface by smooth-drum rolling prior to temporary shutdown or adverse weather"]
[null,"Freezing/frost conditions?",null,null,"Prohibition of placing frozen  soil or on frozen subgrade.\n\nProtective measures against freezing - e.g., sacrificial  lifts.\n  \nMitigation in the case that compacted fill does freeze."]
[null,"Field moisture/density testing and frequency?",null,null,"Varies based on reliability and quantity of material. \n\nExample: Number of tests per quantity/area, minimum 1/day or area of placement, whichever results in the greatest number of tests.\n\nProvisions for correcting failed moisture and density.","ASTM D 6938\n"]
[null,"Correlation moisture/density testing and frequency?",null,null,"Typical correlation testing to check nuclear moisture density testing  includes sand cones (or rubber balloon or drive cylinder);  oven (microwave or direct heat also acceptable) moisture; and 1-point Proctor checks to check correct moisture density curve is being used, e.g., nuclear moisture density correlation 1 per 20 nuclear density tests, 1-point Proctor every test.","ASTM D 1556\nASTM D 2216\nAASHTO T 272"]
["Rockfill                                                                      Rockfill                                                        Rockfill","Products"]
[null,"Gradation?",null,null,"Site and project-specific to maximize use of available material. \n\nSpecifications typically include minimum and maximum size and grading requirement to create a relatively solid mass, with interlocked point to point contact of rock particles, and a minimum of voids. An average (D50) size may be included.","ASTM C 136"]
[null,"Rock quality?",null,null,"Site and project-specific to maximize use of available material.  \n\nTypically hard, angular, durable rock without significant defects (cracks, shale/clay layers, etc.) that would increase deterioration from water, heat, or frost action or other natural causes over time, or breakdown from compaction.\n\nSpecific gravity and durability/soundness are typically tailored to maximizing use of available materials.","ASTM C 88\nASTM C 127\nASTM C 131/535"]
[null,"Exclusion of excessively flat rock?",null,null,"Limitation on excessive flat rocks that would cause voids."]
[null,"Execution"]
[null,"Moisture conditioning?",null,null,"Sluicing with water during dumping and spreading may be included depending on available material."]
[null,"Placement guidance?",null,null,"Generally requirement is to spread  in level, continuous, approximately horizontal lifts that maintain distribution of sizes.  \n\nLarger materials are typically routed to the outside edge of placement."]
[null,"Compaction equipment?",null,null,"Typically large (20 Ton) smooth drum rollers are specified."]
[null,"Lift thickness?",null,null,"Generally set based on material gradation and typically no more than largest rock size. "]
[null,"Number of compactor coverages?",null,null,"Number of compactor coverages based on experience that will acceptably consolidate material with the specified equipment, maximum rockfill size, and lift thickness.  \n\nA test fill should be used to refine the number of coverages, but the Contractor should be provided some number of coverages for a basis of bid."]
[null,"Field density testing?",null,null,"Density testing such as ASTM D5030 require large scale density tests that are difficult and time consuming, and may give mixed results. See Test Fill.","ASTM D5030"]
[null,"Test fill?",null,null,"Test fill may be done in conjunction with other zones to evaluate the acceptability of zoned embankment placement methods.\n\nFor rockfill, test fills may be used to refine the required number of roller coverages for production to determine the optimal number of coverages required to adequately consolidate the rockfill without overcompaction resulting in particle breakdown.  Test fills typically include settlement measurements after an increasing number of roller coverages.  The number of roller coverages is set at the point when additional coverages do not produce appreciable settlement and before particle breakdown occurs. \n\nFor large projects, perform test fill prior to construction and provide data to bidders."]
[null,"Gradation testing?",null,null,"Visual generally sufficient, large scale gradation may be required if there is a concern. ","ASTM C 136 \n(Large Scale Gradation)\n"]
["Riprap                                                          Riprap                                                        Riprap                                                          ","Products"]
[null,"Size and grading?",null,null,"Typically specified minimum, average (D50), and maximum  size.\n\nAverage (D50) size should be compatible with layer thickness shown on Drawings. \n\nReasonably well graded."]
[null,"Gradation table included?",null,null,"Table with size range or reference to local DOT or other material standard with sufficient detail for specify max/min size and grading proportions."]
[null,"Minimum durability/soundness requirement?",null,null,"Dense, angular rock materials, comprised of sound durable rock fragments that will not disintegrate by exposure to water or wind.  Sometimes judged visually. Possible exceptions for local material use. \n\nQuarry certification may provide enough information if current and representative. \n\nSome typical requirements:\n     Min SG 2.5 or unit weight of 155 lb./cu.ft..\n     LA Abrasion 50% max loss\n     Compressive Strength: 2500 psi","ASTM C 535\n"]
[null,"Exclusion of excessively flat or rounded rock?",null,null,"Breadth or thickness not less than one-third of  length.   \n\nRounded boulders or cobbles unacceptable."]
[null,"Source testing requirement and frequency?",null,null,"Durability and soundness testing frequency may depend on source reliability and amount of material being placed.\n\nLarge scale gradations require special equipment.  Most times material gradation can be judged visually."]
[null,"Execution"]
[null,"Placement guidance?",null,null,"Placed as a stable well-graded mass of rock with a minimum practical percentage of voids. Hand placement if necessary for chinking. \n\nAvoid displacement of underlying bedding materials"]
[null,"Test placement?",null,null,"Depending on project size and critically, inspection of initial placement to demonstrate methods produce acceptable results."]
[null,"Gradation confirmation?",null,null,"Visual inspection generally sufficient, large scale gradation may be required if there is a concern. "]
["Riprap Bedding                                          Riprap Bedding","Products"]
[null,"Standard gradation reference?",null,null,"ASTM C33 Coarse Aggregate or locally available material produced to meet  acceptable State DOT requirements.\n\nStandard locally available gradations typically specified.","ASTM C33\nState DOT"]
[null,"Gradation table included?",null,null,"Table with size range with  reference to ASTM, local DOT or other Material Standard."]
[null,"Minimum durability/soundness requirement?",null,null,"Quarry certification may provide enough information if current and representative. \n\nAdditional durability testing frequency  may be warranted if there is any concern with source.  ","ASTM C131\nASTM C88"]
[null,"Source testing requirement and frequency?",null,null,"Testing frequency may depend on source reliability and amount of material being placed.\n\nSufficient testing  to verify specified gradation and durability/soundness from source. ","ASTM C136"]
[null,"Geotextile?",null,null,"Sometimes used to achieve filter compatibility.\n\nShould not be used where inaccessible or otherwise critical area within the embankment due to potential for clogging. \nRequires material specification.\n\nSufficient strength to withstand placement of overlying material without damage."]
[null,"Execution"]
[null,"Placement guidance?",null,null,"Surface prepared smooth to receive bedding.\n\nSpread to form a smooth, uniform layer under the riprap.  "]
[null,"Gradation confirmation?",null,null,"Placed so material does not segregate. Some minimal compaction effort may be required. "]
[null,"Geotextile?",null,null,"Maximum riprap drop height and other required protection during placement."]
["(User Defined Item)","Products"]
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[null,"Execution"]
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["(User Defined Item)","Products"]
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[null,"Execution"]

{"sheet":"Div 2 Drainage Pipe","index":6,"n_rows":29,"n_cols":10,"rows_kept":29,"cut":false,"hidden":false,"merged":[[6,0,12,0],[3,0,3,9],[13,0,22,0],[23,0,32,0]]}
[null,{"$f":"'Project Information and TOC'!B3","v":"Dam Name/ID: "},{"$f":"IF(ISBLANK('Project Information and TOC'!C3),\"\",'Project Information and TOC'!C3)","v":"Dam Name"},null,{"$f":"'Project Information and TOC'!B6","v":"Owner:"},{"$f":"'Project Information and TOC'!C6","v":"Dam Owner"},null,null,null,{"$f":"IF(ISBLANK('Project Information and TOC'!D6),\"\",'Project Information and TOC'!D6)","v":""}]
[null,{"$f":"'Project Information and TOC'!B4","v":"Project Name: "},{"$f":"IF(ISBLANK('Project Information and TOC'!C4),\"\",'Project Information and TOC'!C4)","v":"Project Name"},null,{"$f":"'Project Information and TOC'!B7","v":"Engineer:"},{"$f":"'Project Information and TOC'!C7","v":"Engineer"},null,null,null,{"$f":"IF(ISBLANK('Project Information and TOC'!D7),\"\",'Project Information and TOC'!D7)","v":""}]
[null,{"$f":"'Project Information and TOC'!B5","v":"Date:"},{"$f":"IF(ISBLANK('Project Information and TOC'!C5),\"\",'Project Information and TOC'!C5)","v":"xx/xx/20xx"},null,{"$f":"'Project Information and TOC'!B8","v":"Completion Status:"},{"$f":"'Project Information and TOC'!C8","v":1},null,null,null,{"$f":"IF(ISBLANK('Project Information and TOC'!D8),\"\",'Project Information and TOC'!D8)","v":""}]
["Division 2 - Drainage Pipe"]
["Item","Typically Required Specification Content","Design Stage","YES, NO, N/A","Typical Considerations and Specification Examples","Reference","Reviewer Comments","Engineer Responses","Reviewer Follow-Up Comments","Resolved?"]
["Drainage Pipe"]
["Plastic Pipe (Slotted and Solid)               Plastic Pipe (Slotted and Solid)                 Plastic Pipe (Slotted and Solid)","Products"]
[null,"Pipe material requirements?",null,null,"Typically for dam toe drains, slotted and unslotted PVC, or corrugated HDPE pipe with smooth interior to facilitate camera inspection. \n\nWall thickness or pipe Class to meet design for burial depth. Size to meet design for flow and minimum requirements for inspection."]
[null,"Slot requirements?",null,null,"Slot width or hole diameter selected to be filter compatible with material surrounding the pipe e.g., drain gravel (specified separately). Slots can often clog when placed directly in fine concrete sand; therefore, a two stage filter with a gravel envelop surrounding the slotted pipe is generally recommended.\n \nCorrugated outside/smooth inside HDPE pipe has standard slotting in accordance with AASHTO M252 and M294 depending on size that is generally suitable and filter compatible with common drain gravel sizes.\n\nPatterns, size, and spacing of slots need to be specified or shown on Drawings.  A minimum inlet open area per lineal foot of pipe may be specified. Include statement prohibiting field slotting.","AASHTO M252\nAASHTO M294"]
[null,"Execution"]
[null,"Pipe placement requirements?",null,null,"ASTM D 2321 and manufacturers installation instructions may be referenced as typical guidance for plastic pipe installation. \n\nOther placement consideration may include:\n- Temporary caps on open ends.\n- Limitations on angles and distance between angled connections to allow for camera inspection equipment access. \n- Removing and replacing damaged sections","ASTM D 2321 "]
[null,"Special compaction for filter sand and drain gravel placement around the pipe?",null,null,"Although drain gravel and filter sand materials and general placement may be specified separately, provisions for careful placement of the granular materials around pipe (typically defined as \"special compaction\") typically include:\n\n- Careful placement of the granular materials that maintain alignment and grade of pipe.\n \n- Careful compaction with hand operated vibratory compaction equipment within 2 feet of pipe, and no traffic over pipe allowed until sufficient cover is placed.\n\n- No dumping directly on pipe.\n\n- Prevention of debris entering pipe and checks to confirm it is free of debris before connection."]
[null,"Installation inspection requirements?",null,null,"No traffic loads on pipe until it has been covered to a depth sufficient to prevent damage or breakage.\n\nDeflection testing with mandrel or in conjunction with camera inspection when a portion of the backfill has been placed, and after all backfill is complete to grade."]
["(User Defined Item)","Products"]
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[null,"Execution"]
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["(User Defined Item)","Products"]
[]
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[null,"Execution"]

{"sheet":"Div 2 Water Control","index":7,"n_rows":54,"n_cols":10,"rows_kept":54,"cut":false,"hidden":false,"merged":[[48,0,57,0],[6,0,17,0],[18,0,29,0],[30,0,37,0],[3,0,3,9],[38,0,47,0]]}
[null,{"$f":"'Project Information and TOC'!B3","v":"Dam Name/ID: "},{"$f":"IF(ISBLANK('Project Information and TOC'!C3),\"\",'Project Information and TOC'!C3)","v":"Dam Name"},null,{"$f":"'Project Information and TOC'!B6","v":"Owner:"},{"$f":"'Project Information and TOC'!C6","v":"Dam Owner"},null,null,null,{"$f":"IF(ISBLANK('Project Information and TOC'!D6),\"\",'Project Information and TOC'!D6)","v":""}]
[null,{"$f":"'Project Information and TOC'!B4","v":"Project Name: "},{"$f":"IF(ISBLANK('Project Information and TOC'!C4),\"\",'Project Information and TOC'!C4)","v":"Project Name"},null,{"$f":"'Project Information and TOC'!B7","v":"Engineer:"},{"$f":"'Project Information and TOC'!C7","v":"Engineer"},null,null,null,{"$f":"IF(ISBLANK('Project Information and TOC'!D7),\"\",'Project Information and TOC'!D7)","v":""}]
[null,{"$f":"'Project Information and TOC'!B5","v":"Date:"},{"$f":"IF(ISBLANK('Project Information and TOC'!C5),\"\",'Project Information and TOC'!C5)","v":"xx/xx/20xx"},null,{"$f":"'Project Information and TOC'!B8","v":"Completion Status:"},{"$f":"'Project Information and TOC'!C8","v":1},null,null,null,{"$f":"IF(ISBLANK('Project Information and TOC'!D8),\"\",'Project Information and TOC'!D8)","v":""}]
["Division 2 - Water Control"]
["Item","Typically Required Specification Content","Design Stage","YES, NO, N/A","Typical Considerations and Specification Examples","Reference","Reviewer Comments","Engineer Responses","Reviewer Follow-Up Comments","Resolved?"]
["Water Control"]
["Cofferdams and Diversion","General"]
[null,"Responsibility for Design (Contractor)",null,null,"Contractor has full responsibility for planning, design, installation, and monitoring of cofferdams and diversion facilities.\n\nDesign must be stamped by PE registered in the State."]
[null,"Responsibility for Design (Engineer)",null,null,"If a cofferdam is designed by the Engineer and  provided to the Contractor,  a complete description of responsibility division between Engineer and Contractor, any limitations on the use of the information provided, and remaining Contractor design responsibilities. "]
[null,"Hydrologic data availability for design basis?",null,null,"Information that the Engineer has used, or Contractor should use, for their design should be made available to the Contractor, either in the specification or referenced to a document that is available before bid."]
[null,"Minimum level of protection?",null,null,"Design requirement to withstand a particular flood event of a given frequency with required freeboard based on the expected construction period and the consequences of failure. Risk level sometimes assigned to Contractor when risk is only to their work.  \n\nExample: The height of the cofferdam and the conveyances  designed so that they can route runoff equivalent to the 1% annual probability of exceedance  (100-year water level) with 1-foot of freeboard."]
[null,"Submittal and review?",null,null,"Require all calculations, drawings etc. to be submitted to and approved by Engineer.  When requested by SEO, designs must also obtain SEO approvals. "]
[null,"Allowable seepage?",null,null,"Requirement to divert sufficiently to  maintain flow rate into excavations  that can be handled with dewatering/unwatering to conduct work in the dry."]
[null,"Execution"]
[null,"Installation?",null,null,"Install in accordance with approved submittals."]
[null,"Coordination and timing?",null,null,"Coordinate installation of diversion facilities with other construction and requirements."]
[null,"Discharge?",null,null,"Discharge controlled per NPDES permits etc."]
[null,"Removal?",null,null,"No removal of facilities without approval."]
["Dewatering / Unwatering","General"]
[null,"Responsibility for Design (Contractor)",null,null,"Contractor has full responsibility for planning, design, installation, and operation. "]
[null,"Responsibility for Design (Engineer)",null,null,"If some level of design is provided to the Contractor,  a complete description of responsibility distribution  between Engineer and Contractor,  any limitations on  the use of the information provided, and remaining Contractor design responsibilities. "]
[null,"Contractor Plan submittal?",null,null,"Requirement that Contractor submit a complete plan of how the dewatering/unwatering work would be conducted, what equipment is planned, how facilities will be operated to keep water at required levels until construction is complete to a point where they can be removed. Approval does not relieve the Contractor of full responsibility for adequacy of the dewatering system."]
[null,"Dewatering wells installation and abandonment requirements?",null,null,"Minimum requirements and materials for wells that will prevent the migration of fine-grained materials from the foundation and prevent any undesirable settlement.\n\nMinimum requirements and materials for well abandonment"]
[null,"Execution"]
[null,"Installation?",null,null,"Install in accordance with approved submittals."]
[null,"Required water levels?",null,null,"Maximum allowable groundwater surfaces relative to the Work level. Work in the dry."]
[null,"Operation?",null,null,"Dewatering equipment and facilities to be operated continuously 24/7 until  features and structures affected by the dewatering have been satisfactorily constructed. "]
[null,"Standby equipment?",null,null,"Standby equipment and power sources available for immediate operation as may be required, to adequately maintain the dewatering on a continuous basis in the event that all or any part of the dewatering system becomes inadequate or fails.  "]
[null,"Discharge?",null,null,"Discharge controlled per NPDES permits etc."]
[null,"Removal?",null,null,"No removal of facilities without Engineer approval. Wells to be properly abandoned."]
["Reservoir Control","General"]
[null,"Facility and operations description?",null,null,"May include a brief description of facilities included  in the reservoir control specification, normal inflows and reservoir operations, and  operation adjustments for construction. Break down all information by year for multi-year projects. "]
[null,"Execution"]
[null,"Reservoir drawdown/lowering before construction?",null,null,"Indicate what level/elevation  the Contractor can expect the reservoir pool to be drawn down to by the Owner,  by what time, and for how long."]
[null,"Reservoir level during construction?",null,null,"Estimated or known reservoir levels and fluctuations during construction the Contractor should anticipate."]
[null,"Minimum release requirements?",null,null,"Discharge/downstream or other flows required to be maintained during construction (may be a diversion requirement). "]
[null,"Outlet works or other facility availability during construction?",null,null,"Describe any existing features that will be available to integrate into the Contractor's diversion plan for a portion or all of the construction, and any restrictions on such use."]
[null,"Operation of facilities during construction?",null,null,"If any outlet features are planned or needed to be  operated during construction to maintain certain levels, describe responsibility for operation.  Note: Typically Contractor's do not want to take liability for operating the Owner's facilities. \n  \nInclude required advance notice to Owner, and trigger levels and/or conditions as applicable. "]
["(User Defined Item)","General"]
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[null,"Execution"]
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["(User Defined Item)","General"]
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[null,"Execution"]

{"sheet":"Div 2 Steel Pipe","index":8,"n_rows":44,"n_cols":10,"rows_kept":44,"cut":false,"hidden":false,"merged":[[3,0,3,9],[6,0,27,0],[28,0,37,0],[38,0,47,0]]}
[null,{"$f":"'Project Information and TOC'!B3","v":"Dam Name/ID: "},{"$f":"IF(ISBLANK('Project Information and TOC'!C3),\"\",'Project Information and TOC'!C3)","v":"Dam Name"},null,{"$f":"'Project Information and TOC'!B6","v":"Owner:"},{"$f":"'Project Information and TOC'!C6","v":"Dam Owner"},null,null,null,{"$f":"IF(ISBLANK('Project Information and TOC'!D6),\"\",'Project Information and TOC'!D6)","v":""}]
[null,{"$f":"'Project Information and TOC'!B4","v":"Project Name: "},{"$f":"IF(ISBLANK('Project Information and TOC'!C4),\"\",'Project Information and TOC'!C4)","v":"Project Name"},null,{"$f":"'Project Information and TOC'!B7","v":"Engineer:"},{"$f":"'Project Information and TOC'!C7","v":"Engineer"},null,null,null,{"$f":"IF(ISBLANK('Project Information and TOC'!D7),\"\",'Project Information and TOC'!D7)","v":""}]
[null,{"$f":"'Project Information and TOC'!B5","v":"Date:"},{"$f":"IF(ISBLANK('Project Information and TOC'!C5),\"\",'Project Information and TOC'!C5)","v":"xx/xx/20xx"},null,{"$f":"'Project Information and TOC'!B8","v":"Completion Status:"},{"$f":"'Project Information and TOC'!C8","v":1},null,null,null,{"$f":"IF(ISBLANK('Project Information and TOC'!D8),\"\",'Project Information and TOC'!D8)","v":""}]
["Division 2 - Welded Steel Pipe"]
["Item","Typically Required Specification Content","Design Stage","YES, NO, N/A","Typical Considerations and Specification Examples","Reference","Reviewer Comments","Engineer Responses","Reviewer Follow-Up Comments","Resolved?"]
["Welded Steel Pipe (Outlet Conduits)"]
["Welded Steel Pipe                                           Welded Steel Pipe                                          Welded Steel Pipe                                           Welded Steel Pipe                                          Welded Steel Pipe","Products"]
[null,"Contractor Design Required?",null,null,"Typically the conduit size and thickness is specified. If contractor design is required for pipe or specials, wyes, braches etc. specification should require design in accordance with AWWA C208 and M11.","AWWA C208\nAWWA M11"]
[null,"Fabricator Qualification?",null,null,"Steel Plate Fabricators Association (SPFA) Certified.\nMinimum level of experience e.g.,  successful fabrication to AWWA C200.\nAvailability for owner/Engineer shop inspection.","M11"]
[null,"Fabrication?",null,null,"Pipe to be manufactured to AWWA C200 requirements.\nManufacturing may include square to round transitions between gates and conduit.  Specials to be constructed at a minimum to meet the same pressure requirements as the pipe itself.","AWWA C200"]
[null,"Steel Plate?",null,null,"Steel Type and Grade:\nExamples: \nASTM A283 Grade C or D\nASTM A36\nASTM A572 Grade 42 or 50","ASTM A36\nASTM A283\nASTM A572"]
[null,"Diameter, wall thickness, laying length?",null,null,"Depending on use and compatibility, diameter may be expressed in OD or ID.   Wall thickness may be ANSI Standard  for the pipe diameter, a specified thickness, or ANSI Schedule based on the Nominal Pipe Size\nExamples: \n24-inch, Standard Wall\n60-inch ID, 5/8-inch wall\n14-inch, Schedule 40\n\nMaximum and/or minimum pipe laying lengths may be specified."]
[null,"Welded Joints?",null,null,"Welded joint type and where required. Lap joint, butt joint, or butt-strap joint may be specified. Commonly for outlet conduits butt welds are preferred. \nExample: All joints to be butt weld joints in accordance with AWWA C206 unless otherwise shown.","AWWA C206"]
[null,"Flanged Joints?",null,null,"Flange Type and Class\nExamples: \nANSI/ASME Class 150\nAWWA C207 Class D\n\nCompatibility with gates, valves, flanges, or specials as applicable.\n\nBolting Materials: Type, minimum length\nExamples:\nA193 grade B7 with ASTM A194 grade 2H heavy hex nuts, ASTM A563 heavy hex nuts for 1 in. and smaller. \nproduct marking in accordance with ASTM A193\nand ASTM A962.\nWashers, when used,  meet the requirements of ASTM F436.","AWWA C207 "]
[null,"Gaskets?",null,null,"Type and materials. Holes to match flange bolting pattern.\nExamples:\nType: Full Face or Ring.\nMaterial: Rubber, PTFE, CFG. \n\nDielectric gasket sets should be specified for dissimilar metals - e.g., stainless steel gate thimble to steel pipe. ","AWWA C207 "]
[null,"Grout connections?   ",null,null,"If required -  would include threaded connections, and welded caps that can be welded flush after grouting."]
[null,"Fittings and specials?",null,null,"Specials may include square to round transitions between gates and conduit.  Specials to be constructed at a minimum with the same materials and same wall thickness as the pipe.\nFittings in accordance with AWWA C208.\n","AWWA C208"]
[null,"Blind flanges and dished heads?",null,null,"Requirements for materials and standards.\nExample:\nFabricated to meet AWWA C207 requirements. ","AWWA C207 "]
[null,"Shipping, handling, and storage?",null,null,"Specification to ship, store, and handle pipe to prevent damage.\nExamples:\nSuitably braced internally to prevent undue distortion during shipping and storage.\nHandle coated pipe with wide belt slings.  No chains, cables, or other equipment likely to cause damage to the pipe, coating, or wrapping.\nStore coated pipe on padded skids, sand or dirt berms, sandbags, old tires, or other suitable means so that the coating or wrapping is not damaged."]
[null,"Manufacturer quality requirements and testing?",null,null,"Materials used in the manufacture of the pipe shall be tested in accordance with the requirements of ANSI/AWWA C200, C207, C208, C210 and C222, as applicable.\n\nSubmittal of material certifications and testing of fabricated pipe should be required, including:\nPhysical and chemical properties of steel.\nHydrostatic test reports.\nResults of production weld tests.\nSPFA Certification.\nWelder certifications and inspection reports.\nPipe Coating Applicator Certification.","AWWA C200\nAWWA C207\nAWWA C208\nAWWA C210\nAWWA C222\n\n\n","\n",null,null,"\n"]
[null,"Paint and protective finishes?",null,null,"Type of Coating. \n\nNo exterior coating where encased in concrete or grouted. \nTypical Coatings for conduits may include:\nAWWA C210 Liquid-Epoxy Coatings Systems.\nAWWA C222 Polyurethane Lining and Coatings.\n\nMay reference a separate Coating Specification.\n\nRequirements for field coating damaged areas, welded joints, etc. ","AWWA C210\nAWWA C222"]
[null,"Execution"]
[null,"General installation?",null,null,"Install to lines and grades shown in accordance with design drawings. and approved shop drawings."]
[null,"Installation in concrete encasements or cradles?",null,null,"Secure pipe against uplift or movement during concrete placement. "]
[null,"Flange bolt torqueing?",null,null,"Required bolt torque.\nBolt tightening pattern.","AWWA M11"]
[null,"Welding?",null,null,"Welding personnel and procedure requirements including Independent weld inspection.\nExamples:\nWeld joints in accordance with AWWA C206.\nWelding procedures based on provisions of AWS D1.1\nQualified and certified welders required.","AWWA C206\nAWS D1.1\n"]
[null,"Field quality control?  ",null,null,"Hydrostatic testing of completed pipe (this option is often not practical or feasible). AWWA C206 allows\n\nIn lieu of hydrostatic testing welded joints may be tested by qualified independent testing agency. \nTypical weld tests include:\nVisual and Liquid Penetrant testing\nUltrasonic or Radiographic testing.\nMagnetic Particle.\n\nAcceptance criteria and frequency of testing. \n\nResolution of issues: repair and retesting leaks, repairing failed welds.\n","ASTM E 164\nASTM E 165\nASME E 709\nASME Section V\nASME Section IX "]
[null,"Damaged coatings?",null,null,"Use coating manufacturer approved repair materials and methods."]
["(User Defined Item)","Products"]
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[null,"Execution"]
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["(User Defined Item)","Products"]
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[null,"Execution"]

{"sheet":"Div 2 Cured-In-Place Pipe","index":9,"n_rows":47,"n_cols":10,"rows_kept":47,"cut":false,"hidden":false,"merged":[[6,0,25,0],[3,0,3,9],[26,0,37,0],[38,0,49,0],[21,4,22,4],[21,1,22,1],[21,2,22,2],[21,5,22,5],[21,6,22,6],[21,9,22,9],[21,3,22,3]]}
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["Division 2 - Cured-In-Place Pipe"]
["Item","Typically Required Specification Content","Design Stage","YES, NO, N/A","Typical Considerations and Specification Examples","Reference","Reviewer Comments","Engineer Responses","Reviewer Follow-Up Comments","Resolved?"]
["Cured-In-Place Pipe"]
["Cured-In-Place Pipe                                                         Cured-In-Place Pipe                                                         Cured-In-Place Pipe                                                         Cured-In-Place Pipe","General"]
[null,"Basic Design Considerations?\n(Vendor Design)",null,null,"Engineering design calculations by a qualified Professional Engineer: CIPP structural wall thickness based on parameters and design basis in  ASTM F 1216, Appendix X.1 and additional site specific  design parameters. \n1. Design Safety Factor (typically used value 2.0): _____\n2. Groundwater Depth above invert of existing pipe: ____ feet.\n3. Soil Depth above crown of existing pipe: _____feet.\n4. Soil Density: ___pcf.\n5. Hydrostatic burst strength ____ psi.\n6. Other: \nNo bonding to the host pipe wall.\nFully deteriorated host pipe (typical for dam conduits).","ASTM F 1216"]
[null,"Other  Design Considerations?\n",null,null,"Long-term Creep Retention Factor:\nLong-term testing for flexural creep of the CIPP pipe material to determine the long-term, time dependent flexural modulus used in the design.\nThe Enhancement Factor “K”  value used in design. Enhancement Factors in excess of 7 substantiated through independent test data.\nLayers of the tube that are not saturated with resin prior to insertion into the existing pipe shall not be included in the structural CIPP wall thickness computation."]
[null,"Minimum CIPP Physical Properties for Design?",null,null,"(Typical Cured Polyester Composite Properties)\nModulus of Elasticity: Test Method  ASTM D790, 250,000 psi (min. per ASTM F1216);  400,000 psi (Enhanced Resin)\nFlexural Stress: Test Method  ASTM D790, 4,500 psi (min. per ASTM F1216);  4,500 psi (Enhanced Resin)","ASTM D790\nASTM F1216"]
[null,"Installation Method to Support Design?",null,null,"Allowable installation methods: Inversion  (ASTM F1216) , and/or pulled-in-place method (ASTM F1743 and F2019).","ASTM F1216\nASTM F1743\nASTM F2019"]
[null,"Products"]
[null,"Tube?",null,null,"Typical requirements:\nSewn tube consisting of one or more layers of absorbent non-woven felt fabric and meeting the requirements of ASTM F 1216, Section 5.1 or ASTM F 1743, Section 5.2.1 \n\nConstructed to withstand installation pressures, have sufficient strength to bridge missing pipe, and stretch to fit irregular pipe sections.\n\nWet out tube with relatively uniform thickness, that, when compressed at installation pressures will equal or exceed the calculated minimum design thickness."]
[null,"Resin?",null,null,"Resin to produce a CIPP that will comply with the structural and chemical resistance requirements in the specification.\nTypical requirements: Corrosion resistant polyester, vinyl ester, or epoxy system including all required catalysts, initiators or hardeners that when cured within the tube, create a composite that satisfies the requirements of ASTM F 1216 and ASTM F 1743, the physical properties specified herein, and the criteria utilized in the design of the CIPP.  ","ASTM F 1216\nASTM F 1743"]
[null,"Testing?",null,null,"Typical Requirements:\nChemical Resistance - CIPP to meet the chemical resistance requirements of ASTM  F 1216, Appendix X2 with and without plastic coating. CIPP samples of tube and resin system similar to that proposed for actual construction. \nCIPP Field Samples - If required, submit test results from field installations in the USA using the same resin system and tube materials as proposed for installation on the project. Test results are to verify that the CIPP physical properties specified have been achieved in previous field applications.  "]
[null,"Execution"]
[null,"Preliminary Inspection?",null,null,"Video inspection of the pipeline interior before cleaning to evaluate existing conditions that may prevent proper installation of CIPP. "]
[null,"Cleaning of Conduit?",null,null,"Water jetting methods are typically specified to clean debris that may interfere with CIPP installation and prepare the host conduit for the CIPP. Mechanical methods may also be specified if not damaging. "]
[null,"Conduit Inspection?",null,null,"Video inspection of the pipeline interior after cleaning to verify pipe is ready for CIPP installation. \nClear obstructions to the extent possible with conventional pipe cleaning equipment.\nNotify Engineer/Owner if there are collapsed sections or joint offsets that will affect installation"]
[null,"Carrier Pipe? ",null,null,"If applicable, specification for the carrier pipe to extend the pipe past the existing conduit, and temporary carrier pipe removal if necessary (for example: sealing to concrete structure, passing through a filter diaphragm, etc.)."]
[null,"End Sealing?",null,null,"End sealing in structures and pipes (e.g., hydrophilic waterstop) at the upstream and downstream ends of the CIPP as necessary and shown on the Drawings. "]
[null,"General Installation?",null,null,"The installation must result in a continuous and tight fitting CIPP in the host pipe.\nTypical Requirements:  CIPP installation in accordance with ASTM F 1216, Section 7, or ASTM F 1743, Section 6, with modifications as required:\n1. Resin Impregnation - The quantity of resin used for tube impregnation  sufficient to fill the volume of air voids in the tube with additional allowances for polymerization shrinkage and the loss of resin during installation through cracks and irregularities in the original pipe wall. \n2. If a vacuum impregnation process is used, a point of vacuum no further than 25 feet from the point of initial resin introduction. After vacuum in the tube is established, a vacuum point no further than 75 feet from the leading edge of the resin. The leading edge of the resin slug as near to perpendicular to the longitudinal axis of the tube as possible. A roller system used to uniformly distribute the resin throughout the tube. Alternate methods of resin impregnation must produce the equivalent results. Any alternate resin impregnation method must be documented and prove to the Engineer/Owner’s satisfaction that the saturation of the CIPP is sufficient.\n3. Tube Insertion – Wet out tube positioned in the pipeline using either inversion or a pull-in method.  If pulled into place, a power winch utilized and care exercised not to damage the tube as a result of pull-in friction.  Tube pulled-in or inverted through an approved access point and fully extending to the termination point.\n4. Temperature gauges between the tube and the host pipe’s invert position to monitor the temperatures during the cure cycle.\n5. Curing with hot water under hydrostatic pressure or steam pressure in accordance with the manufacturer’s recommended cure schedule.","ASTM F 1216\nASTM F 1743\n"]
[]
[null,"Trimming",null,null,"Install CIPP past termination points with sufficient length to allow for shrinkage when the pipe has cooled after the curing process.\n\nTrim to final length only after the CIPP has completely cooled and contracted to the final nominal working temperature. \n"]
[null,"Field Quality Control ",null,null,"CIPP samples prepared and physical properties tested in accordance with ASTM F 1216 or ASTM F 1743, Section 8, using either method proposed. Flexural properties to meet or exceed the values listed in Table 1 of the applicable ASTM Standards and as specified. \nCoupons of the cured CIPP collected and  tested for modulus of elasticity and flexural stress.\nDetermine wall thickness of samples as described in ASTM F 1743.  Minimum wall thickness at any point not less than 87½% of the minimum design wall thickness calculated per ASTM F 1743.\nVideo inspection of the completed CIPP installation in accordance with ASTM F 1743, Section 8.6 and other specified requirements as applicable.","ASTM F 1743\nASTM F 1743"]
[null,"Clean-Up?",null,null,"Upon acceptance of the installation work and testing, restore the project area affected by the operations to a condition at least equal to that existing prior to the work."]
["(User Defined Item)","General"]
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[null,"Products"]
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[null,"Execution"]
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["(User Defined Item)","General"]
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[null,"Products"]
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[null,"Execution"]

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["Division 3 - Concrete"]
["Item","Typically Required Specification Content","Design Stage","YES, NO, N/A","Typical Considerations and Specification Examples","Reference","Reviewer Comments","Engineer Responses","Reviewer Follow-Up Comments","Resolved?"]
["Concrete"]
["Concrete                                                       Concrete                                                    Concrete                                                 Concrete                                                 Concrete","Products"]
[null,"Mix design?",null,null,"Mix design for each proposed mix.\n\nMay include a higher slump mix for placement around thimbles or other embedments.\n\nTypical requirements:\n-Mix and deliver concrete in accordance with ASTM C 94.\n-Select proportions in accordance with ACI 301 and ACI 318."]
[null,"Cement type?",null,null," ASTM C 150 Type II or I-II most common.  Other types may be specified based on soil tests."]
[null,"Pozzolan (Fly Ash)?",null,null,"Type and Class and any additional requirements including mortar expansion testing.\n\nPercent by weight of the total cementicious material. "]
[null,"Fine and Coarse Aggregate requirements?",null,null,"Typically ASTM C 33 Fine Aggregate, and ASTM C 33 No. 57 or 67 Coarse Aggregate. \n\nNo carbonate based rock.\n\nCoal and lignite  may be additionally limited to less than 0.5% in Fine Aggregate."]
[null,"Alkali Silica Reactivity?",null,null,"Specifications should specifically include testing to evaluate and address potential  deleterious expansion due to alkali reactivity of aggregates. "]
[null,"Water?",null,null,"Typically: ASTM C 1602. Clean, potable, free from oils, acids, alkalis, salts, organic material or other material deleterious to concrete of reinforcement."]
[null,"Admixtures?",null,null,"Allowable admixtures. \n\nTypical admixtures, ASTM and other requirements:\n-Air Entraining Admixture: ASTM C260 unless otherwise required for use with certain admixtures.\n-Other Admixtures: Mainly covered by ASTM C494\n\nAccelerators:  Approval does not relax cold-weather placement requirements.  Calcium chloride is prohibited.\n\n Set-retarders or stabilizers:  Approval does not relax hot-weather placement requirements.\n\nWater reducers:  Type A, D, E, F or G, to achieve workability without exceeding specified water/cement ratio and slump.\n\nMineral admixtures: Certified to comply with  Specification by the supplier and include test results, source, and location."]
[null,"Compressive strength?",null,null,"Typically minimum 4,500 psi for structural concrete used in hydraulic applications.\n\nLower strengths allowable for mud mats and backfill concrete."]
[null,"Water/Cement Ratio",null,null,"Typically: Maximum 0.45"]
[null,"Air Entrainment?",null,null,"Typically: 4 to 7 %, depending on exposure. "]
[null,"Slump?",null,null,"Typically: 3 inches ±1 inch at point of placement, unless high range water reducers (super plasticizers) or other admixtures are used. \n\nIf super plasticizers used, slump up to 8 inches max."]
[null,"Curing materials?",null,null,"Examples:\n-Water: ASTM C1602.\n-Curing Compound: ASTM C309.\n-Polyethylene Film: ASTM C171."]
[null,"Temperature?",null,null,"Temperature limitation, e.g., 50-90° F. Depends on thickness and ambient temperature."]
[null,"Time?",null,null,"Time limitation, e.g., no placement after 90 minutes since batching or after the drum has revolved more than 300 revolutions."]
[null,"Execution"]
[null,"Preparation requirements?",null,null,"Generally: Remove standing water, ice, mud, and debris from foundation surfaces.\n\nMoisten surfaces of absorptive foundations.\n\nApply form release agent."]
[null,"Inspection before placement?",null,null,"Requirements to notify Engineer for verifying formwork and reinforcement before concrete is placed. Use checklist."]
[null,"Lift thickness and consolidation requirement?",null,null,"Typically based on guidance in ACI 309R.\n\nAt a minimum should include lift thickness, vibration equipment type, min embedment depth of vibrator, penetration into bottom lift."]
[null,"Continuous placement requirement?",null,null,"Place concrete continuously, do not allow cold joint to forms."]
[null,"Special placement requirements?",null,null,"Hot and cold weather placement requirements.\n\nPlanned placement delays between control or contraction joints.\n\nConsiderations for difficult placement areas that may include:\n-Ogee crests.\n-Gate thimbles.\n-Restricted areas."]
[null,"Joint treatment?",null,null,"Definitions and requirements for cold joints, control joints, expansion joints, and contraction joints"]
[null,"Waterstops?",null,null,"Material type, style, and installation requirements."]
[null,"Finishing?",null,null,"Type of finish for different locations, formed and unformed.\n\nSurface tolerances typically can be covered per ACI 301, but tighter tolerance requirements typically specified in high velocity spillway flow areas (slabs). "]
[null,"Curing and protection?",null,null,"Tailored specific to location, and climate conditions at the site.\n\nRequire submittal of detailed plans for warm and cold weather concreting, minimum period of protection, strength or time before removal of forms or backfilling. "]
[null,"Field QA QC requirement?",null,null,"Placement records maintained to track problems.\n\nRequire testing with frequency for:\n-Sampling - ASTM C 172\n-Compressive strength - ASTM C 31 and ASTM C 39\n-Slump - ASTM C 143\n-Air Content, Unit Weight, and Yield - ASTM C 231 and C 138\n-Temperature: ASTM C 1064\n\nAdditional monitoring for cold weather per ACI."]
[null,"Defective concrete actions?",null,null,"Appropriate actions to take if defective concrete is discovered.\nNotify Engineer, with correction to be determined by Engineer after inspection."]
["Reinforcement                                            Reinforcement","Products"]
[null,"Reinforcing steel?",null,null,"Typically ASTM A 615; billet steel deformed bars;  Grade 60.\n\nEpoxy coating may occasionally be warranted if corrosion is a concern.\n\nSmooth dowels with bond breaker may be required in some control joints."]
[null,"Accessories?",null,null,"Product requirements for Tie Wire, Chairs, Bolsters, Bar Supports, and Spacers. \n\nNo wood blocks, rocks, etc. allowed.\n\nOther - Epoxy for dowels etc. "]
[null,"Fabrication?",null,null,"Typically in accordance with ACI 315 and CRSI Manual of Standard Practice.\n\nShop drawings must be approved by Engineer.\n\nWelding reinforcing bars may be prohibited."]
[null,"Execution"]
[null,"Placement?",null,null,"Typical requirements:\n-Place, support, and secure against displacement.\n-Place in accordance with the Drawings, approved shop drawings and CRSI Manual. \n-Field bending not allowed unless approved by Engineer. \n-Include tolerances and clear distances not otherwise shown or specified on standard detail drawings.."]
["Formwork","Products"]
[null,"Formwork material requirements?",null,null,"Typical materials to be specified include: Plywood, Glass Fiber Fabric Reinforced Plastic Forms, Lumber, and Steel"]
[null,"Design requirement?",null,null,"Depending on how critical the placement is, formwork design may be required."]
[null,"Accessories requirements?",null,null,"Typical materials to be specified include:\n-Form Ties:  Typically removable snap off type for later patching.\n-Form Release Agent.\n-Chamfer strips.\n-Nails, Spikes, Lag Bolts, Through Bolts, Anchorages:  As required.\n-Joint Filler: Project specific."]
[null,"Execution"]
[null,"Erection  requirements?",null,null,"Typical requirements:\n-Erect formwork, shoring, and bracing in accordance with requirements of ACI 301.\n-Form release application and timing.\n-Inserts, embedded items, and openings.\n-Form cleaning and removal."]
["(User Defined Item)","Products"]
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[null,"Execution"]
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["(User Defined Item)","Products"]
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[null,"Execution"]

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["Division 3 - Reinforced Concrete Pressure Pipe"]
["Item","Typically Required Specification Content","Design Stage","YES, NO, N/A","Typical Considerations and Specification Examples","Reference","Reviewer Comments","Engineer Responses","Reviewer Follow-Up Comments","Resolved?"]
["Reinforced Concrete Pressure Pipe"]
["Reinforced Concrete Pressure Pipe                                                          Reinforced Concrete Pressure Pipe                                                          Reinforced Concrete Pressure Pipe","Products"]
[null,"Design and Fabrication?",null,null,"Designed to withstand the specified external load and internal pressure. Pipe Types and Standards (with appropriate Classes and Grades):  \nSteel Cylinder, Prestressed:  AWWA  C301.\nSteel Cylinder, Not Prestressed:  AWWA  C300. \nNon-cylinder,  Not Prestressed:  AWWA  C302\nLow Head Pressure Pipe:  ASTM C 361\n\nCylinder Steel: ASTM A 569 or ASTM  A 570 \nSteel Reinforcement: elliptical or other reinforcing cages requiring special orientation of the pipe during placement not allowed.","AWWA C300\nAWWA C301\nAWWA C302\nASTM C361\n\n\nASTM A569\nASTM A570\n"]
[null,"Joints?",null,null,"Conform to the requirements of the pipe Standard  \nBell-and-spigot  or double-spigot-and-sleeve type with positive groove in the spigot to contain the rubber gasket. Size and shape of the groove to prevent gasket displacement by either internal or external water pressure.\nJoint sleeves, “collars” or “coupling bands” as required conforming to the requirements for bell rings in the applicable pipe type standard.\n\nOther Typical Requirements:\nJoints constructed so as to permit relative movement of the adjoining pipe sections with no reduction of watertightness.  \n\nJoint Length refers to the permissible axial movement in the joint, and is defined as the maximum distance through which the spigot can move, relative to the bell or sleeve, from the fully engaged to the fully extended condition of the joint when the adjoining pipe sections are in parallel, concentric alignment.  The joint is considered to be fully engaged when the spigot is inserted as far as it will go into the bell or sleeve, and fully extended when it is inserted the least amount that will insure full confinement of the gasket and complete watertightness."]
[null,"Gaskets?",null,null,"One-piece rubber. Cross-section and diameter conforming to the pipe manufacturer’s recommendation for the type and size of pipe."]
[null,"Markings?",null,null,"Manufacturer’s name or trademark, the date of manufacture, the nominal size, design head, design external load and site. "]
[null,"Manufacturing Testing and Inspection?",null,null,"Inspected and tested as specified in pipe Standards.\nPossible Exceptions: NRCS crushing strength tests require ASTM C 497 three-edge bearing test for certification and the following\nFor pipe conforming to ASTM Specification C361, AWWA Standard C300 or AWWA Standard C302, the load required to produce a 0.01-inch crack one foot long; or,\nFor pipe conforming to AWWA Standard C301, the load required to produce a 0.001-inch crack one foot long or the load 10 percent greater than the specified three-edge bearing load, whichever occurs first."," ASTM  C 497"]
[null,"Material Certifications?",null,null,"The pipe manufacturer’s certified statement of the design strength of the pipe.  NRCS for example requires:\n\n(1) For types of pipe for which design curves have been approved by the NRCS, (a) a copy of the appropriate design curve marked to show the resultant concrete core stress and corresponding three-edge bearing load of the pipe furnished; and (b) a specification sheet for the pipe furnished showing all data and dimensions needed to compute the resultant concrete core stress; or\n\n(2) Results of external crushing strength tests on pipe or specimen (at least 2 feet in length) of equivalent size and design and composed of equivalent materials.\n\nCertified statement of results of hydrostatic tests required by the reference standard for the type of pipe furnished.\n\nCertified statement of current typical test reports on steel wire reinforcing and compression tests of the concrete used in the manufacture of the pipe.\n\nDrawings and descriptions of the pipe joint."]
[null,"Bedding, Cradles, Encasements?",null,null,"Reference concrete requirements in Division 3.  \nRequire buoyancy calculations and anchoring design."]
[null,"Execution"]
[null,"Installing?  ",null,null,"Install to the line and grade shown on the Drawings. \nUnless otherwise approved, install with bells facing upstream. \nHand-dig a depression in the bedding to accommodate the pipe bell and to avoid contamination of the joint and gasket.\nCenter the spigot in the bell of the previously laid pipe and force home smoothly and evenly with jacks or come-alongs.  Do not use crow bars or motor-driven equipment to for this purpose.  \nAfter the gasket is compressed but before the pipe is brought fully home, check each gasket with a feeler gage for proper position around the full circumference of the joint.  Use steel inserts to prevent the pipe from going home until the position of the gasket is checked.  "]
[null,"Cradles, Encasements?",null,null,"Pipe temporarily supported on precast concrete blocks, steel bracing, or wedges until the cradle or bedding concrete is placed. Concrete blocks or wedges of a class of concrete equal to or stronger than that to be used in the bedding or cradle. Anchors as required to prevent uplift."]
[null,"Bedding?",null,null,"Earth, sand or gravel bedding.\nProvide adequate bell clearance in  subgrade/bedding.\nUniformly bed throughout pipe length.\nLoad pipe around the sides sufficiently to prevent displacement  during backfilling."]
[null,"Pressure testing?",null,null,"Test before backfill or concrete is placed around pipe.\nTypical Methods include:\nPlug Ends and use Standpipe\nPressure Testing\nJoint Testing (ASTM C 1103)\nInclude soak time, test time, and required pressure. Repair and retest leaks.","ASTM C 1103"]
["(User Defined Item)","Products"]
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[null,"Execution"]
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["(User Defined Item)","Products"]
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[null,"Execution"]

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["(User Defined Item)"]
["(User Defined Item)"]
["(User Defined Item)"]
["(User Defined Item)"]
["(User Defined Item)"]
["(User Defined Item)"]
["(User Defined Item)"]
["(User Defined Item)"]
["(User Defined Item)"]
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[null,{"$f":"'Project Information and TOC'!B4","v":"Project Name: "},{"$f":"IF(ISBLANK('Project Information and TOC'!C4),\"\",'Project Information and TOC'!C4)","v":"Project Name"},null,{"$f":"'Project Information and TOC'!B7","v":"Engineer:"},{"$f":"'Project Information and TOC'!C7","v":"Engineer"},null,null,null,{"$f":"CONCATENATE('Project Information and TOC'!D7)","v":""}]
[null,{"$f":"'Project Information and TOC'!B5","v":"Date:"},{"$f":"IF(ISBLANK('Project Information and TOC'!C5),\"\",'Project Information and TOC'!C5)","v":"xx/xx/20xx"},null,{"$f":"'Project Information and TOC'!B8","v":"Completion Status:"},{"$f":"'Project Information and TOC'!C8","v":1},null,null,null,{"$f":"CONCATENATE('Project Information and TOC'!D8)","v":""}]
["Agency Specific Items"]
["Item","Typically Required Specification Content","Design Stage","YES, NO, N/A","Typical Considerations and Specification Examples","Reference","Reviewer Comments","Engineer Responses","Reviewer Follow-Up Comments","Resolved?"]
["(User Defined Item)"]
["(User Defined Item)"]
["(User Defined Item)"]
["(User Defined Item)"]
["(User Defined Item)"]
["(User Defined Item)"]
["(User Defined Item)"]
["(User Defined Item)"]
["(User Defined Item)"]
["(User Defined Item)"]

{"sheet":"References","index":14,"n_rows":127,"n_cols":2,"rows_kept":127,"cut":false,"hidden":false,"merged":[[90,0,90,1],[97,0,97,1],[101,0,101,1],[84,0,84,1],[85,0,85,1],[86,0,86,1],[125,0,125,1],[43,0,43,1],[44,0,44,1],[0,0,1,1],[3,0,3,1],[4,0,4,1],[16,0,16,1],[17,0,17,1],[40,0,40,1],[122,0,122,1],[106,0,106,1],[107,0,107,1],[115,0,115,1],[73,0,73,1],[83,0,83,1],[89,0,89,1]]}
[]
[]
[]
["References"]
["ADDITIONAL REFERENCES AND RESOURCES FOR DAM CONSTRUCTION SPECIFICATIONS"]
["NMOSE","New Mexico Office of the State Engineer (2008), Technical Specifications for Dams."]
["MDNR","Montana Department of Natural Resources (2012), Specification Requirements for Dams (Technical Note 8)."]
["CDWR","Colorado Division of Water Resources (2007), Rules and Regulations for Dam Safety and Dam Construction"]
["CDWR","Colorado Division of Water Resources (2014), Project Review Guide."]
["USBR","U.S. Dept. of the Interior, Bureau of Reclamation (1987), Design of Small Dams, 3rd Ed."]
["USBR","U.S. Dept. of the Interior, Bureau of Reclamation (1998), Earth Manual, 3rd Ed."]
["USBR","U.S. Dept. of the Interior, Bureau of Reclamation (1988), Concrete Manual, 8th Ed."]
["USACE","U.S. Army Corps of Engineers (2003), Engineering Regulations, ER 1110-1-8155."]
["NRCS","U.S Dept. of Agriculture, Natural Resources Conservation Service (2001), National Engineering Handbook, Part 642: National Standard Construction Specifications, Chapter 2."]
["CSI","Construction Specifications Institute, Master Guide Specifications."]
[]
["EARTHWORK"]
["American Society for Testing and Materials International (ASTM)"]
["  ASTM C 33","Standard Specification for Concrete Aggregates."]
[" ASTM C 88","Standard Test Method for Soundness of Aggregates by Use of Sodium Sulfate or Magnesium Sulfate."]
["ASTM C 117","Standard Test Method for Materials Finer than 75-μm (No. 200) Sieve in Mineral Aggregates by Washing."]
["ASTM C 127","Standard Test Method for Specific Gravity and Absorption of Coarse Aggregate."]
["ASTM C 131","Standard Test Method for Resistance to Degradation of Small-Size Coarse Aggregate by Abrasion and Impact in the Los Angeles Machine."]
[" ASTM C 136","Standard Test Method for Sieve Analysis of Fine and Coarse Aggregates."]
["ASTM C 535","Standard Test Method for Resistance to Degradation of Large-Size Coarse Aggregate by Abrasion and Impact in the Los Angeles Machine.  "]
["  ASTM D 75","Standard Practice for Sampling Aggregates"]
["ASTM D 422","Standard Test Method for Particle-Size Analysis of Soils"]
["  ASTM D 698 ","Test Method for Laboratory Compaction Characteristics of Soil Using Standard Effort (12,400 ft-lb/ft3)."]
["ASTM D 1140","Standard Test Methods for Amount of Material in Soils Finer than the No. 200 (75 µm) Sieve."]
["ASTM D 1556","Standard Test Method for Density and Unit Weight of Soil in Place by the Sand-Cone Method."]
[" ASTM D 1557","Test Method for Laboratory Compaction Characteristics of Soil Using Modified Effort [56,000 ft-lbf/ft3 (2,700 kN-m/m3)]."]
[" ASTM D 2216","Standard Test Method for Laboratory Determination of Water (Moisture) Content of Soil and Rock."]
[" ASTM D 2487","Standard Classification of Soils for Engineering Purposes (Unified Soil Classification System)"]
["ASTM D 4318","Standard Test Method for Liquid Limit, Plastic Limit, and Plasticity Index of Soils."]
[" ASTM D 4253","Standard Test Methods for Maximum Index Density and Unit Weight of Soils Using a Vibratory Table."]
["ASTM D 4254","Standard Test Methods for Minimum Index Density and Unit Weight of Soils and Calculation of Relative Density."]
[" ASTM D 5030","Standard Test Method for Density of Soil and Rock in Place by the Water Replacement Method in a Test Pit."]
[" ASTM D 5084","Measurement of Hydraulic Conductivity of Saturated Porous Materials Using a Flexible Wall Permeameter."]
[" ASTM D 6938","Standard Test Method for In-Place Density and Water Content of Soil and Soil- Aggregate by Nuclear Methods (Shallow Depth)"]
[]
["American Association of State Highway and Transportation Officials (AASHTO)"]
[" AASHTO T 272","Standard Method of Test for Family of Curves—One Point Method"]
[]
["CONCRETE"]
[" American Society for Testing and Materials International (ASTM)"]
["ASTM A 82","Standard Specifications for Steel Wire, Plain, for Concrete Reinforcement."]
[" ASTM A 185","Standard Specification for Steel Welded Wire Reinforcement, Plain, for Concrete."]
[" ASTM A 615","Standard Specification for Deformed and Plain Billet - Steel Bars for Concrete Reinforcement."]
["ASTM C 31","Standard Practice for Making and Curing Concrete Test Specimens in the Field"]
[" ASTM C 33","Standard Specifications for Concrete Aggregates."]
["ASTM C 39","Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens"]
[" ASTM C 42","Standard Test Method for Obtaining and Testing Drilled Cores and Sawed Beams of Concrete"]
["ASTM C 94","Standard Specifications for Ready-Mixed Concrete"]
["ASTM C 114","Standard Test Methods for Chemical Analysis of Hydraulic Cements"]
["ASTM C 138","Standard Test Method for Density (Unit Weight), Yield, and Air Content (Gravimetric) of Concrete"]
["ASTM C 143","Standard Test Method for Slump of Hydraulic Cement Concrete"]
["ASTM C 150","Standard Specifications for Portland Cement."]
["ASTM C 171","Standard Specification for Sheet Materials for Curing Concrete."]
["ASTM C 172","Standard Practice for Sampling Freshly Mixed Concrete"]
["ASTM C 231","Standard Test Method for Air Content of Freshly Mixed Concrete by the Pressure Method"]
["ASTM C 260","Standard Specification for Air Entraining Admixtures for Concrete."]
["ASTM C 309","Specification for Liquid Membrane-Forming Compounds for Curing Concrete."]
["ASTM C 441","Standard Test Method for Effectiveness of Pozzolans or Ground Blast-Furnace Slag in Preventing Excessive Expansion of Concrete Due to the Alkali-Silica Reaction"]
["ASTM C 494","Standard Specification for Chemical Admixtures for Concrete."]
["ASTM C 618","Standard Specification for Coal Fly Ash and Raw or Calcined Natural Pozzolan for Use in Concrete."]
["ASTM C 1017","Standard Specification for Chemical for Use in Producing Flowing Concrete"]
["ASTM C 1064","Standard Test Method for Temperature of Freshly Mixed Hydraulic-Cement Concrete"]
[" ASTM C 1260","Standard Test Method for Potential Alkali Reactivity of Aggregates (Mortar-Bar Method)"]
[" ASTM C 1567","Standard Test Method for Determining the Potential Alkali-Silica Reactivity of Combinations of Cementitious Materials and Aggregate (Accelerated Mortar-Bar Method)"]
["ASTM C 1602","Standard Specification for Mixing Water Used in the Production of Hydraulic Cement Concrete"]
["ASTM D 1751","Standard Specification for Preformed Expansion Joint Filler for Concrete Paving and Structural Construction (Nonextruding and Resilient Bituminous Types)."]
["ASTM D 1752","Standard Specification for Preformed Sponge Rubber and Cork Expansion Joint Fillers for Concrete Paving and Structural Construction."]
[]
["American Concrete Institute (ACI)"]
["ACI 117","Standard Tolerances for Concrete Construction and Materials (ACI 117) and Commentary (ACI 117R-06)"]
["ACI 301","Specification for Structural Concrete."]
["ACI 305.1","Hot Weather Concreting."]
["ACI 306.1","Cold Weather Concreting."]
["ACI 308.1","Standard Specification for Curing Concrete."]
["ACI 315","Details and Detailing of Concrete Reinforcement."]
["ACI 318","Building Code Requirements for Structural Concrete."]
["ACI 350","Code Requirements for Environmental Concrete Structures and Commentary (ACI 350-06)"]
[]
["Concrete Reinforcing Steel Institute (CRSI)"]
[" Manual of Standard Practice."]
[" Placing Reinforcing Bars."]
["Reinforcing Bar Detailing Manual."]
[]
[]
["DRAIN PIPE"]
["American Society for Testing and Materials International (ASTM)"]
["ASTM D 2321","Underground Installation of Thermoplastic Pipe for Sewers and Other Gravity-Flow Applications"]
["ASTM D 3350","Standard Specification for Polyethylene Plastics Pipe and Fittings Materials"]
["ASTM F 477","Standard Specification for Elastomeric Seals (Gaskets) for Joining Plastic Pipe"]
["ASTM F 2306","Standard Specification for 12 to 60 in. [300 to 1500 mm] Annular Corrugated Profile- Wall Polyethylene (PE) Pipe and Fittings for Gravity-Flow Storm Sewer and Subsurface Drainage Applications"]
["ASTM F 2947","Standard Specification for 6 to 60 in. [150 to 1500 mm] Annular Corrugated Profile- Wall Polyethylene (PE) Pipe and Fittings for Gravity-Flow Storm Sewer and Subsurface Drainage Applications."]
[]
["American Association of State Highway and Transportation Officials (AASHTO)"]
["AASHTO M 252","Corrugated Polyethylene Drainage Pipe."]
["AASHTO M 294","Standard Specification for Corrugated Polyethylene Pipe, 300- to 1500-mm Diameter."]
[]
["QUALITY CONTROL"]
["ASTM C 1077","Agencies Testing Concrete and Concrete Aggregates for Use in Construction and Criteria for Testing Agency Evaluation"]
["ASTM D 3740","Standard Practice for Minimum Requirements for Agencies Engaged in the Testing and/or Inspection of Soil and Rock as Used in Engineering Design and Construction."]
["ASTM E 329","Standard Specification for Agencies Engaged in Construction Inspection, Testing, or Special Inspection"]
[]
["STEEL PIPE"]
["American Water Works Association (AWWA)"]
["AWWA C200","Steel Water Pipe—6 In. (150 mm) and Larger"]
["AWWA C206","Field Welding of Steel Water Pipe"]
["AWWA C207","Steel Pipe Flanges for Waterworks Service, Sizes 4 In. Through144 In. (100 mm Through 3,600 mm)"]
["AWWA C208","Underground Installation of Thermoplastic Pipe for Sewers and Other Gravity-Flow Applications"]
["AWWA C210","Liquid-Epoxy Coating Systems for the Interior and Exterior of Steel Water Pipelines"]
["AWWA C222","Polyurethane Coatings for the Interior and Exterior of Steel Water Pipe and Fittings"]
["AWWA M11","Steel Pipe-A Guide for Design and Installation"]
["American Society for Testing and Materials International (ASTM)"]
["ASTM A 36","Specification for Carbon Structural Steel"]
["ASTM A 283","Specification for Low and Intermediate Tensile Strength Carbon Steel Plates, Shapes, and Bars"]
["ASTM A572","Specification for High-Strength Low Alloy Columbium-Vanadium Steels of Structural Quality"]
["ASTM E 164","Contact Ultrasonic Testing of Weldments"]
["ASTM E 165","Liquid Penetrant Examination for General Industry"]
["ASTM 709"," Standard Guide for Magnetic Particle Examination "]
["American Society of Mechanical Engineers (ASME)"]
["ASME Section V","Nondestructive Testing Examination"]
["ASME Section IX","Welding and Brazing Qualifications"]
["American Welding Society (AWS)"]
["AWS D1.1","Structural Welding Code - Steel"]

{"sheet":"Comment Tracking","index":15,"n_rows":34,"n_cols":5,"rows_kept":34,"cut":false,"hidden":true,"merged":[]}
[null,"Specification Review Toolbox","Version:","02"]
[]
[]
[null,"Comments:","Tool Revision","Date Received","Date Resolved"]
[1,"Would be nice to summarize all the Yes/No/NA answers at the end along with comments specific to that item so that they could easily be exported to a comment letter or similar"]
[2,"The comment fields should allow to 'wrap text' so that additional information could be entered and easily displayed.  The  row heights will need to be able to go larger if necessary to facilitate this. (July 2016)"]
[3,"Keep file unprotected, too many instances where a column or row size needs adjusting or\nother hard to predict special circumstance (July 2016)"]
[4,"Add column for Engineers response (we send this spreadsheet to the engineer with\nquestions/comments and they like to respond)  (Feb. 2017)"]
[5,"Add other User defined rows at the bottom of each section  (Feb. 2017) "]
[6,"Additional Hyperlinks on TOC page (including to User defined rows) (Feb. 2017) "]
[7,"Add the ability to check “all NA” at top of each major section, so one doesn’t have to go\nthrough each row and check each box, if the project doesn’t involve that\nspecification/material etc (spreadsheet laziness comment) (Feb. 2017) "]
[8,"Div 1 General Requirements:  The last row, state engineer requirements move to agency specific items table"]
[9,"Div 1 General Requirements:  Project closeout – include “Warranty or first fill inspection specified?”"]
[10,"I not sure which Division this would be in, but need a section that applies to dams doing a conduit\nrehab – which would include specifications for grout, pipe materials (steel, HDPE, CIPP), gates and\nvalves. Perhaps this can be done without getting too prescriptive in details, but have general\nconsiderations."]
[11,"Additional Sections:"]
[12,"Soil Foundation preparation (Feb. 2017)"]
[13,"RCC"]
[14,"Pipe for Outlet Works (RCP (Feb. 2017), Steel, Cast Iron, CIPP (Feb. 2017), HDPE, Hobas, etc.)"]
[15,"Outlet works gates/valves/etc."]
[16,"Grouting for sliplining projects"]
[17,"Foundation grouting - "]
[18,"Instrumentation (no pressurized drilling in embankments to install piezometers/inclinometers)"]
[19,"One thing we struggle with in Colorado is getting the engineer to place strict\nrequirements on criteria for rejection. The specs need to state this clearly so that\nthere is no question about what to do when it happens"]
[20,"Update TOC and Hyperlinks (Feb. 2017)"]
[21,"For comments – change to dnrdamsafety@mt.gov, instead of my email address.","02 Beta","2021-05-26","2021-06-07"]
[22,"I am thinking how to keep the review back and forth comments organized as we review 30%, 60% . 90% etc, without having multiple spreadsheets.  One suggestion that may work:  Add column to left of yes/No NA, maybe in different color with title “Design Stage”; The drop down choices below this new column should include All, NA, 30%, 60%, 90%, 100%, Bid.  We could then remove completion status from project info page and titles on sheets.  This way, there would be three spreadsheets for each permit review (specs, plans, design report), rather than potentially up to 12 different sheets.\n- Hitting N/A would also fill in Design Stage Column.","02 Beta","2021-05-26","2021-06-07"]
[23,"Change the column heading “MT DNRC rules and Regs / Permit #, etc. “  to “Reference”.  Provides more flexibility.","02 Beta","2021-05-26","2021-06-07"]
[24,"Resolved Yes/No drop down doesn’t work ","02 Beta","2021-05-26","2021-06-07"]
[25,"I really like there is lots of extra room to add things unique to project in each section.","02 Beta","2021-05-26","2021-06-07"]
[26,"Hide option box sheet","02 Beta","2021-05-26","2021-06-07"]
[27,"Add the Reviewer follow-up comments and Resolved columns.","02 Beta","2021-05-26","2021-06-07"]
[28]
[29]
[30]

{"sheet":"OPTIONBOX","index":16,"n_rows":8,"n_cols":3,"rows_kept":8,"cut":false,"hidden":true,"merged":[]}
["Options","Note","Design Stage"]
["Yes","These are used for the data validation drop downs.",0.3]
["No",null,0.6]
["N/A",null,0.9]
[null,null,1]
[null,null,"All"]
[null,null,"N/A"]
[null,null,"Bid"]