{"text_format":"1","workbook":"xlsx","n_sheets":6,"sheets":["Definitions","Read Me","Step 1","Step 2 - Specialty SB's","Final Checklist","Boiler Plate SB's"],"not_rendered":{"charts":0,"images":0,"macros":1,"external_links":0,"defined_names":7,"comments":0,"pivot_tables":0},"unopened":[],"bounds":{"document_bytes":16777216,"sheet_cells":100000,"rows_first":2000,"rows_last":500,"rows_between":2000,"halvings":0,"cell_chars":16384,"cell_head_chars":4096},"cells_cut":0,"cells_raw":0,"read":"whole","date_system":"1900"}

{"sheet":"Definitions","index":0,"n_rows":17,"n_cols":2,"rows_kept":17,"cut":false,"hidden":false,"merged":[[0,0,1,1]]}
["This is a list of the columns in the checklist and what the column contents are supposed to be."]
[]
["Project SB #","In this cell put the project specific SB number"]
["Special Provision Title","This cell contains the specific title of the special provision"]
["Description","This cell contains a description of the submittal that is required"]
["Lead Time Prior to Activity","This cell contains the required days (calendar or working) a submittal has to be submitted before an activity can commence "]
["MnDOT Req'd Form (Y/N)","This cells is a yes or no cell that shows if there is a form for the submittal housed on MnDOT's website"]
["Subcontractor name","In this cell put the name of the subcontractor responsible for completing the work.  "]
["Rev. #","This cell is the revision number given to the submittal"]
["Submittal received date","This cell is the date that the project engineer received the submittal from the contractor"]
["Reviewed by","This cells shows the project engineer where to send the submittal to"]
["Date sent to Reviewer","This cell is the date that the project engineer sends the submittal to the reviewer"]
["Date due","This is the date that the reviewer should be done with reviewing the submittal"]
["Date received","This is the date that the project engineer receives the submittal from the reviewer"]
["Days (Due - Received)","This cell is a formula that calculates the days between the due date and received date.  Positive numbers mean it is on schedule and negative numbers means its over due"]
["Submittal Status","This cell contains a drop down list of different responses from MnDOT"]
["Date response sent to contractor","This is the date that the project engineer sent the submittal back to the contractor"]

{"sheet":"Read Me","index":1,"n_rows":13,"n_cols":2,"rows_kept":13,"cut":false,"hidden":false,"merged":[[9,1,10,11],[9,0,10,0],[11,1,11,11],[12,1,12,11]]}
[]
["Instructions"]
[]
["Step 1 worksheet"]
[1,"Populate SB # column"]
[2,"Indicate if the SB is included in the contract by marking it with an \"x\" in Column F"]
[3,"Click \"Create Table\" button. This will populate the start of the \"Final Checklist\" tab."]
[]
["Step 2 Tab - Specialty SB's worksheet"]
[4,"Populate project specific SB's in the table provided. These will have to be read by the project engiener to identify submittals. Enter the submittals and reference sections in this worksheet."]
[]
[5,"After completing specialty SB's in the worksheet, highlight the range data in columns A through P and down to the last entry. Cut and Paste values to the first available row at the end of the \"Final Checklist\" worksheet. "]
[6,"The user can use the filters at the top of the page to sort the available data by SB # or provide other sorting. For instance, Cell A4 would be sorted from smallest to largest to get the SB-numbers in order. The Final Checklist worksheet will be a printable record for using at weekly meetings if desired."]

{"sheet":"Step 1","index":2,"n_rows":53,"n_cols":9,"rows_kept":53,"cut":false,"hidden":false,"merged":[[0,3,4,5]]}
[null,null,null,"** Instructions                                                                                                                                                                      1 - Populate SB # Column  ;                                                                                                                                            2 - Indicate if the SP is included in the contract by marking it with an \"x\" in column F                        3 - Click \"Create Table\"                                                                                                                                                     4 -In the \"Step 2 - Specialty SB's\" tab, populate project specific in the table provided                        5 - Copy and paste Specialty SB's table manually created at the bottom of the Final Checklist populated by the macro in Step 3"]
[]
[]
[]
[]
[null,null,null,"SB #","Special Provision","Included in Contract?",null,null,"Macros  must be enabled for table to be created correctly"]
[null,null,null,1,"Self Consolidating Concrete","x"]
[null,null,null,null,"High Performance Concrete Bridge Decks"]
[null,null,null,null,"Mass Concrete"]
[null,null,null,2,"Special Surface Finish of Concrete Surfaces","x"]
[null,null,null,null,"Split Median Barrier Cap"]
[null,null,null,null,"Connections"]
[null,null,null,null,"Expansion Joint Devices"]
[null,null,null,null,"Modular Bridge Joint System"]
[null,null,null,null,"Fabrication Requirements"]
[null,null,null,null,"Metal Railing (\"Duplex Coated\" using Hot-dipped Galvanizing and Powder Coating)"]
[null,null,null,null,"Metal Railing (\"Duplex Coated\" using Hot-dipped Galvanizing and Paint Coating)"]
[null,null,null,null,"High-Load Multi-Rotational Bearings"]
[null,null,null,null,"Threaded Rod Anchorages"]
[null,null,null,null,"Ultrasonic Impact Treatment"]
[null,null,null,null,"Texture Planing of Bridge Wearing Course"]
[null,null,null,null,"Beam Camber and Deflection"]
[null,null,null,null,"Prestressed Concrete Beam End Zone Crack Repair"]
[null,null,null,null,"Post Tensioning System"]
[null,null,null,null,"Crack Pretreatment for Chip Seal Wearing Course"]
[null,null,null,null,"Polymer Wearing Course Type Epoxy"]
[null,null,null,null,"Polymer Wearing Course Type Epoxy - Urethane"]
[null,null,null,null,"Remove and Patch Monolithic Slab"]
[null,null,null,null,"Methyl Methacrylate (MMA) Flood Seal"]
[null,null,null,22,"Repair Structural Cracks (Epoxy Injection)","x"]
[null,null,null,null,"Replace Waterproof Gland in Expansion Joint Device"]
[null,null,null,16,"Type St Anchorages","x"]
[null,null,null,15,"Reinforcement Bar Anchorages (Post-installed)","x"]
[null,null,null,null,"Temporary Portable Precast Concrete Barrier Anchorage Installation and Removal"]
[null,null,null,null,"Repair Paving Bracket"]
[null,null,null,null,"Bearing Keeper"]
[null,null,null,null,"Clean and Grease Expansion Bearing Assemblies"]
[null,null,null,null,"Concrete Surface Repair"]
[null,null,null,null,"Paint Concrete (Metalizing)"]
[null,null,null,null,"Drilled Shaft Construction"]
[null,null,null,null,"Structural Metals"]
[null,null,null,null,"CRSI Certification"]
[null,null,null,null,"Paint Removal and Waste Disposal of Non-Lead/PCB Paint"]
[null,null,null,null,"Paint Removal and Waste Disposal of Lead/PCB Paint"]
[null,null,null,null,"Powder Coating System"]
[null,null,null,null,"Organic Zinc-Rich Paint System"]
[null,null,null,null,"Protection of Non-Painted Surfaces"]
[null,null,null,null,"Clean and Prime Top Flange"]
[null,null,null,null,"Inorganic Zinc-Rich Paint System"]
[null,null,null,null,"Protection of Non-Painted Surfaces"]
[null,null,null,null,"Employee Health and Welfare"]
[null,null,null,null,"Progress Schedules"]
[null,null,null,null,"Distributed Galvanic Anode"]

{"sheet":"Step 2 - Specialty SB's","index":3,"n_rows":13,"n_cols":18,"rows_kept":13,"cut":false,"hidden":false,"merged":[[0,0,0,6],[0,7,0,15],[1,0,1,15],[2,0,2,5],[2,6,2,7],[2,8,2,15]]}
["State Project:  (#)(followed by description)",null,null,null,null,null,null,"(Contractor's Name)",null,null,null,null,null,null,null,null,null,"**Instructions - Populate Table, then copy and paste values into Final Checklist tab after last entry in table"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Example data shown in yellow at time of opening spreadsheet. Delete and place own data."]
[null,null,null,null,null,null,"Contractor",null,"Project Engineer"]
["SB #","Special Provision Title","SUB-SECT.","Description","Lead Time Prior to Activity","MnDOT Req'd Form (Y/N)","Subcontractor name","Rev. #","Submittal received date","Reviewed by","Date sent to Reviewer","Date due","Date received","Days (Due - Received)","Submittal Status","Date response sent to contractor","Designers Note?"]
[8,"Paint Bearing Assembly","X.X","Water Treatment Plan",null,null,null,null,null,"Project Engineer",null,null,null,{"$f":"L5-M5","v":0}]
[9,"CFRP/GFRP Concrete Patch","X.X","Materials","12 weeks before start of work",null,null,null,null,"Project Engineer",null,null,null,0]
[8.1,"CFRP/GFRP Concrete Patch","X.X","FRP and adhesive comp.s, product data","12 weeks before start of work",null,null,null,null,"Project Engineer",null,null,null,0]
[13,"CFRP/GFRP Concrete Patch","X.X","CFRP designs w/ manufacturer properties","12 weeks before start of work",null,null,null,null,"Project Engineer",null,null,null,0]
[13.1,"CFRP/GFRP Concrete Patch","X.X","Manufacturer recommended repair procedures","12 weeks before start of work",null,null,null,null,"Project Engineer",null,null,null,0]
[13.2,"CFRP/GFRP Concrete Patch","X.X","FRP layer details & adhesive composite system","12 weeks before start of work",null,null,null,null,"Project Engineer",null,null,null,0]
[13.3,"CFRP/GFRP Concrete Patch","X.X","Detail drawings, coating system, construction device details, list of QC personnel, Manufacturer's field rep","12 weeks before start of work",null,null,null,null,"Project Engineer",null,null,null,0]
[13.4,"CFRP/GFRP Concrete Patch","X.X","Corrective Work","2 weeks before beginning corrective work",null,null,null,null,"Project Engineer",null,null,null,0]
[17,"Temporary Structural Beam Support","X.X","Geotechnical investigation and analysis, temp support calcs and plans, work plan - shoring type, method of removals w/ shoring in place, engineering calcs for shoring type, shoring design",null,null,null,null,null,"Project Engineer",null,null,null,0]

{"sheet":"Final Checklist","index":4,"n_rows":25,"n_cols":17,"rows_kept":25,"cut":false,"hidden":false,"merged":[[2,19,2,21],[0,0,0,6],[0,7,0,15],[1,0,1,15],[2,0,2,5],[2,6,2,7],[2,8,2,15]]}
["SP 2789-151",null,null,null,null,null,null,"(Contractor's Name)"]
[]
[null,null,null,null,null,null,"Contractor",null,"Project Engineer"]
["SB #","Special Provision Title","SUB-SECT.","Description","Lead Time Prior to Activity","MnDOT Req'd Form (Y/N)","Subcontractor name","Rev. #","Submittal received date","Reviewed by","Date sent to Reviewer","Date due","Date received","Days (Due - Received)","Submittal Status","Date response sent to contractor","Designers Note?"]
[1,"Self Consolidating Concrete","2.A.6","Concrete Mix Design","21 Cal. Days before placement","Y",null,null,null,"Concrete Office",null,null,null,{"$f":"L5-M5","v":0}]
[1,"Self Consolidating Concrete","2.A.6.b","Laboratory Mixing","14 Cal. Days before prelim. lab mixing","Y",null,null,null,"Concrete Office",null,null,null,0]
[1,"Self Consolidating Concrete","2.A.7.b","JMF Adjustment ","After Lab Mix if agg. not approved","N",null,null,null,"Concrete Office",null,null,null,0]
[1,"Self Consolidating Concrete","2.A.8","Laboratory Test Data ","15 Work Days before trial placement","N",null,null,null,"Concrete Office",null,null,null,0]
[2,"Special Surface Finish of Concrete Surfaces",4,"Falsework Plans","6 weeks before starting construction","N",null,null,null,"RBCE",null,null,null,0,null,null,"X"]
[2,"Special Surface Finish of Concrete Surfaces","2.B","Materials",null,"N",null,null,null,"Concrete Office",null,null,null,0]
[2,"Special Surface Finish of Concrete Surfaces","3.B","Materials",null,"N",null,null,null,"Concrete Office",null,null,null,0]
[2,"Special Surface Finish of Concrete Surfaces","3.C","Quality Control Plan, Contractor qualifications and documentation","20 days prior to executing work","N",null,null,null,"RBCE",null,null,null,0]
[2,"Special Surface Finish of Concrete Surfaces","3.b(1)","Detailed Plans for Placing Concrete","2 weeks before casing Bridge Slab Concrete","N",null,null,null,"RBCE",null,null,null,0]
[2,"Special Surface Finish of Concrete Surfaces","2.B","SSF II Sample",null,"N",null,null,null,"RBCE",null,null,null,0]
[2,"Special Surface Finish of Concrete Surfaces","2.C","Quality Control Plan, Contractor qualifications and documentation","20 days prior to executing work","N",null,null,null,"RBCE",null,null,null,0]
[2,"Special Surface Finish of Concrete Surfaces","2.C","Contractor Qualifications and Documentation","5 Working days before each SSF II Application","N",null,null,null,"RBCE",null,null,null,0]
[22,"Repair Structural Cracks (Epoxy Injection)","B.1","3 copies of material certification",null,"N",null,null,null,"Project Engineer",null,null,null,0]
[22,"Repair Structural Cracks (Epoxy Injection)","B.2","Safety Data Sheets",null,"N",null,null,null,"Project Engineer",null,null,null,0]
[22,"Repair Structural Cracks (Epoxy Injection)","B.3","Manufacturer's published recs for product used",null,"N",null,null,null,"Project Engineer",null,null,null,0]
[22,"Repair Structural Cracks (Epoxy Injection)","B.4","Type and installation procedure for injection ports",null,"N",null,null,null,"Project Engineer",null,null,null,0]
[16,"Type St Anchorages","A","ACI Certification, MPII Copy, Adhesive meets req'ts",null,"Y",null,null,null,"Project Engineer",null,null,null,0]
[16,"Type St Anchorages","B","Production Anchorages Qualification Test Report",null,"Included w/ Production Anchorages Qualification Test Report",null,null,null,"Project Engineer",null,null,null,0]
[15,"Reinforcement Bar Anchorages (Post-installed)","C","Anchorage Replacement Plan",null,"N",null,null,null,"Project Engineer",null,null,null,0]
[15,"Reinforcement Bar Anchorages (Post-installed)","C","Production Anchorages Qualification Test Report",null,"Y",null,null,null,"Project Engineer",null,null,null,0]
[15,"Reinforcement Bar Anchorages (Post-installed)","B","ACI-CRSI Certification",null,"Y",null,null,null,"Project Engineer",null,null,null,0]

{"sheet":"Boiler Plate SB's","index":5,"n_rows":160,"n_cols":25,"rows_kept":160,"cut":false,"hidden":false,"merged":[[0,0,0,6],[0,7,0,15],[2,19,2,21],[2,8,2,15],[2,6,2,7],[2,0,2,5],[1,0,1,15]]}
["State Project:  (#)(followed by description)",null,null,null,null,null,null,"(Contractor's Name)"]
[]
[null,null,null,null,null,null,"Contractor",null,"Project Engineer",null,null,null,null,null,null,null,null,null,null,"Bridge Office Use Only"]
["SB #","Special Provision Title","SUB-SECT.","Description","Lead Time Prior to Activity","MnDOT Req'd Form (Y/N)","Subcontractor name","Rev. #","Submital received date","Reviewed by","Date sent to Reviewer","Date due","Date received","Days (Due - Received)","Submital Status","Date response sent to contractor","Designers Note?",null,null,"SB2018-#","SB SUBSECTION","Title ","Included in SP?"]
[null,{"$f":"V5","v":"Restrictions on movement and storage of heavy loads and equipment"},{"$f":"U5","v":0},"Proposed loads and structural analysis of deck and beams certifed by a PE","7 Cal days before placement of loads","N",null,null,null,"Project Engineer",null,null,null,{"$f":"L5-M5","v":0},null,null,null,null,null,1513,null,"Restrictions on movement and storage of heavy loads and equipment"]
[null,"Employee Health and Welfare",null,"Safety Plan",null,"N",null,null,null,"Project Engineer",null,null,null,{"$f":"L6-M6","v":0},null,null,null,null,null,1706,null,"Employee Health and Welfare"]
[null,"Construction Operations Adjacent to roadways",null,"5 copies of detailed plans/specs and 2 copies of calcs of proposed system","6 weeks before starting construction","N",null,null,null,"Project Engineer",null,null,null,null,null,null,"X",null,null,1707,null,"Construction Operations Adjacent to roadways"]
[null,"Navigable Waterways",{"$f":"U8","v":0},"Plans showing location & dimensions of cofferdams & other temp. constr. which may affect navigation, & method of furnishing, installing, operating and maintaining navigation lights",null,"N",null,null,null,"Coast Guard",null,null,null,{"$f":"L8-M8","v":0},null,null,"X",null,null,1709,null,"Navigable Waterways"]
[null,"Progress Schedules",null,"Schedule for scheme and sequence of operations",null,"N",null,null,null,"Project Engineer",null,null,null,0,null,null,null,null,null,1803,null,"Progress Schedules"]
[null,"Connections",{"$f":"U10","v":"G.2.c(5)"},"Quality Control Plan","4 weeks before start of steel erection","N",null,null,null,"RBCE",null,null,null,0,null,null,null,null,null,2402.1,"G.2.c(5)","Connections"]
[null,"Expansion Joint Devices","A.1","Joint Seal Material",null,"N",null,null,null,"Fabrication Methods Engineer",null,null,null,0,null,null,null,null,null,2402.4,"A.1","Expansion Joint Devices"]
[null,"Expansion Joint Devices","B.1","Quality Manual, Non-Conformance report","30 Cal. Days before beginning work","N",null,null,null,"Fabrication Methods Engineer",null,null,null,0,null,null,null,null,null,2402.4,"B.1","Expansion Joint Devices"]
[null,"Modular Bridge Joint System","B","Modular Bridge Joint System test results","Prior to Manufacture","N",null,null,null,"Fabrication Methods Engineer",null,null,null,0,null,null,null,null,null,2402.5,"B","Modular Bridge Joint System"]
[null,"Modular Bridge Joint System","D.8","Modular Bridge Joint System test results",null,"N",null,null,null,"Fabrication Methods Engineer",null,null,null,0,null,null,null,null,null,2402.5,"D.8","Modular Bridge Joint System"]
[null,"Modular Bridge Joint System","E.4","Maintenance and Parts replacement plan",null,"N",null,null,null,"Fabrication Methods Engineer",null,null,null,0,null,null,null,null,null,2402.5,"E.4","Modular Bridge Joint System"]
[null,"Modular Bridge Joint System","F.1","Submittals",null,"N",null,null,null,"Fabrication Methods Engineer",null,null,null,0,null,null,null,null,null,2402.5,"F.1","Modular Bridge Joint System"]
[null,"Modular Bridge Joint System","F.2","Submittals",null,null,null,null,null,"Fabrication Methods Engineer",null,null,null,0,null,null,null,null,null,2402.5,"F.2","Modular Bridge Joint System"]
[null,"Modular Bridge Joint System","F.3","Submittals",null,null,null,null,null,"Fabrication Methods Engineer",null,null,null,0,null,null,null,null,null,2402.5,"F.3","Modular Bridge Joint System"]
[null,"Fabrication Requirements","G","Quality Manual","30 Cal Days before beginning work","N",null,null,null,"Fabrication Methods Engineer",null,null,null,0,null,null,null,null,null,2402.5,"G","Fabrication Requirements"]
[null,"Fabrication Requirements","G","Non-Conformance report",null,"N",null,null,null,"Fabrication Methods Engineer",null,null,null,0,null,null,null,null,null,2402.5,"G","Fabrication Requirements"]
[null,"High-Load Multi-Rotational Bearings"," B","Quality Manual","30 Cal. Days before beginning work","N",null,null,null,"Fabrication Methods Engineer",null,null,null,0,null,null,null,null,null,2402.6999999999998," B","High-Load Multi-Rotational Bearings"]
[null,"High-Load Multi-Rotational Bearings","C","Pot Bearing Test","30 Cal. Days before starting of test operations","N",null,null,null,"Fabrication Methods Engineer",null,null,null,0,null,null,null,null,null,2402.6999999999998,"C","High-Load Multi-Rotational Bearings"]
[null,"High-Load Multi-Rotational Bearings","D","Disc Bearing Test","30 Cal. Days before starting of test operations","N",null,null,null,"Fabrication Methods Engineer",null,null,null,0,null,null,null,null,null,2402.6999999999998,"D","High-Load Multi-Rotational Bearings"]
[null,"Threaded Rod Anchorages","A","ACI Certification, MPII, Verification adhesive has uncracked characteristic bond, Adhesive",null,"N",null,null,null,"Project Engineer",null,null,null,0,null,null,null,null,null,2402.8000000000002,"A","Threaded Rod Anchorages"]
[null,"Threaded Rod Anchorages","B","Non-conformance report",null,"N",null,null,null,"Fabrication Methods Engineer",null,null,null,0,null,null,null,null,null,2402.8000000000002,"B","Threaded Rod Anchorages"]
[null,"Texture Planing of Bridge Wearing Course",null,"Notification of plans to perform texture planing","24 hrs before beginning texture planing",null,null,null,null,"Project Engineer",null,null,null,0,null,null,null,null,null,2404.3000000000002,null,"Texture Planing of Bridge Wearing Course"]
[null,"Post Tensioning System",{"$f":"U27","v":"B.1"},"Prestressed concrete working drawings, Post Tensioning Calculations, Prestressed tendons grouting details",null,"N",null,null,null,"RBCE",null,null,null,0,null,null,null,null,null,2405.1,"B.1","Post Tensioning System",null,"Repeats (Specific Gravity and Absportion Data)"]
[null,"Post Tensioning System","B.3","Post Tensioning shop drawings",null,"N",null,null,null,"RBCE",null,null,null,0,null,null,null,null,null,2405.1,"B.3","Post Tensioning System"]
[null,"Post Tensioning System","D.3","Theoretical elongation revisions",null,"N",null,null,null,"RBCE",null,null,null,0,null,null,null,null,null,2405.1,"D.3","Post Tensioning System",null,"Repeats (Specific Gravity and Absportion Data)"]
[null,"Post Tensioning System","D.3.b","Load extension test data, Calibration Chart, Initial Calibration Data",null,"N",null,null,null,"RBCE",null,null,null,0,null,null,null,null,null,2405.1,"D.3.b","Post Tensioning System"]
[null,"Post Tensioning System","D.4.c","Gauage Pressures and elongations",null,"N",null,null,null,"RBCE",null,null,null,0,null,null,null,null,null,2405.1,"D.4.c","Post Tensioning System"]
[null,"Post Tensioning System","D.5.a","Grouting operations plan",null,"N",null,null,null,"RBCE",null,null,null,0,null,null,null,null,null,2405.1,"D.5.a","Post Tensioning System"]
[null,"Beam Camber and Deflection","J.1","Record of Camber, Beam and residual camber calculations",null,"Y",null,null,null,"RBCE",null,null,null,0,null,null,null,null,null,2405.1999999999998,"J.1","Beam Camber and Deflection"]
[null,"Prestressed Concrete Beam End Zone Crack Repair","2.c","Epoxy Materials and injection procedure","7 Cal Days before proceeding with epoxy injection","N",null,null,null,"Materials Engineer",null,null,null,0,null,null,null,null,null,2405.6,"2.c","Prestressed Concrete Beam End Zone Crack Repair"]
[null,{"$f":"V35","v":"Crack Pretreatment for Chip Seal Wearing Course"},"B.3","Epoxy wearing course Data sheets","20 Work days befoe applying Epoxy","N",null,null,null,"RBCE",null,null,null,0,null,null,null,null,null,2407.1,"B.3","Crack Pretreatment for Chip Seal Wearing Course"]
[null,"Polymer Wearing Course Type Epoxy","B.5","Polymer Wearing course data sheets, certified test report",null,"N",null,null,null,"RBCE",null,null,null,0,null,null,null,null,null,2407.1999999999998,"B.5","Polymer Wearing Course Type Epoxy"]
[null,"Polymer Wearing Course Type Epoxy","C.2.a","Dust abatement plan","14 days before start of work","N",null,null,null,"Project Engineer",null,null,null,0,null,null,null,null,null,2407.1999999999998,"C.2.a","Polymer Wearing Course Type Epoxy"]
[null,"Polymer Wearing Course Type Epoxy","C.3.f","Alternative deck patch material",null,"N",null,null,null,"RBCE",null,null,null,0,null,null,null,null,null,2407.1999999999998,"C.3.f","Polymer Wearing Course Type Epoxy"]
[null,"Polymer Wearing Course Type Epoxy","C.7","Polymer wearing course repair procedures",null,"N",null,null,null,"RBCE",null,null,null,0,null,null,null,null,null,2407.1999999999998,"C.7","Polymer Wearing Course Type Epoxy"]
[null,"Polymer Wearing Course Type Epoxy - Urethane","B.5","Data Sheets and Specs, test reports","20 Work days before application","N",null,null,null,"RBCE",null,null,null,0,null,null,null,null,null,2407.3000000000002,"B.5","Polymer Wearing Course Type Epoxy - Urethane"]
[null,"Polymer Wearing Course Type Epoxy - Urethane","C.1","Recommended procedures, Certification for waiving of manufacturer representative",null,"N",null,null,null,"RBCE",null,null,null,0,null,null,null,null,null,2407.3000000000002,"C.1","Polymer Wearing Course Type Epoxy - Urethane"]
[null,"Polymer Wearing Course Type Epoxy - Urethane","C.7","Repair Procedures",null,"N",null,null,null,"RBCE",null,null,null,0,null,null,null,null,null,2407.3000000000002,"C.7","Polymer Wearing Course Type Epoxy - Urethane"]
[null,"Concrete Surface Repair","XX","Qualification of shotcrete Crew",null,"N",null,null,null,null,null,null,null,0,null,null,null,null,null,2433.13,"XX","Concrete Surface Repair",null,null,"X"]
[null,"Concrete Surface Repair","XX","Proposed method of application, mix design, curing procedure & protection",null,"N",null,null,null,null,null,null,null,0,null,null,null,null,null,2433.13,"XX","Concrete Surface Repair",null,null,"X"]
[null,"Concrete Surface Repair","XX","QC testing program",null,"N",null,null,null,null,null,null,null,0,null,null,null,null,null,2433.13,"XX","Concrete Surface Repair",null,null,"X"]
[null,"Concrete Surface Repair","XX","Name of preblended, packaged product",null,"N",null,null,null,null,null,null,null,0,null,null,null,null,null,2433.13,"XX","Concrete Surface Repair",null,null,"X"]
[null,"Concrete Surface Repair","XX","If over traffic/pedestrians, proposed mechanical anchors to help bond strength",null,"N",null,null,null,null,null,null,null,0,null,null,null,null,null,2433.13,"XX","Concrete Surface Repair",null,null,"X"]
[null,"Concrete Surface Repair","XX","Supplier name and mix i.d.","Where Contractor-designed dry shotcrete mix is provided","N",null,null,null,null,null,null,null,0,null,null,null,null,null,2433.13,"XX","Concrete Surface Repair",null,null,"X"]
[null,"Concrete Surface Repair","XX","In-situ testing results","Where Contractor-designed dry shotcrete mix is provided","N",null,null,null,null,null,null,null,0,null,null,null,null,null,2433.13,"XX","Concrete Surface Repair",null,null,"X"]
[null,"Concrete Surface Repair","XX","Materials & proportions on a lb/cf basis, chlorine ion content & test method","Where Contractor-designed dry shotcrete mix is provided","N",null,null,null,null,null,null,null,0,null,null,null,null,null,2433.13,"XX","Concrete Surface Repair",null,null,"X"]
[null,"Concrete Surface Repair","XX","Documentation of compatibility of admixtures and concrete mix","Where Contractor-designed dry shotcrete mix is provided","N",null,null,null,null,null,null,null,0,null,null,null,null,null,2433.13,"XX","Concrete Surface Repair",null,null,"X"]
[null,"Concrete Surface Repair","XX","Manufacturer QC program","Where Contractor-designed dry shotcrete mix is provided","N",null,null,null,null,null,null,null,0,null,null,null,null,null,2433.13,"XX","Concrete Surface Repair",null,null,"X"]
[null,"Paint Removal and Waste Disposal of Lead/PCB Paint","C","Exposure Plan, Containment Details, Disposal of Waste Materials",null,"N",null,null,null,"Project Engineer, Owners/ Occupants of Nearby Buildings",null,null,null,0,null,null,null,null,null,2476.1999999999998,"C","Paint Removal and Waste Disposal of Lead/PCB Paint"]
[null,"Powder Coating System","A","Quality Manual","30 Cal. Days before work","Y",null,null,null,"Structural Metals Engineer",null,null,null,0,null,null,null,null,null,2477.3000000000002,"A","Powder Coating System"]
[null,"Powder Coating System","A","Non-conformance report",null,"N",null,null,null,"Structural Metals Engineer",null,null,null,0,null,null,null,null,null,2477.3000000000002,"A","Powder Coating System"]
[null,"Powder Coating System","C.1","Quality Manual","As work is being performed","N",null,null,null,"Structural Metals Engineer",null,null,null,0,null,null,null,null,null,2477.3000000000002,"C.1","Powder Coating System"]
[null,"Powder Coating System","D.1.b(1)","Non-conformance report",null,"N",null,null,null,"Structural Metals Engineer",null,null,null,0,null,null,null,null,null,2477.3000000000002,"D.1.b(1)","Powder Coating System"]
[null,"Powder Coating System","E.1","Powder manufacturer's trained personnel, Coating repair procedures",null,"N",null,null,null,"Structural Metals Engineer",null,null,null,0,null,null,null,null,null,2477.3000000000002,"E.1","Powder Coating System"]
[null,"Powder Coating System","H.1","Non-Conformance repair plan",null,"N",null,null,null,"Structural Metals Engineer",null,null,null,0,null,null,null,null,null,2477.3000000000002,"H.1","Powder Coating System"]
[null,"Powder Coating System","H.2","Non-Conformance repair plan",null,"N",null,null,null,"Structural Metals Engineer",null,null,null,0,null,null,null,null,null,2477.3000000000002,"H.2","Powder Coating System"]
[null,"Powder Coating System","A","Quality Manual","30 Cal. Days before work","Y",null,null,null,"Structural Metals Engineer",null,null,null,0,null,null,null,null,null,2477.3000000000002,"A","Powder Coating System"]
[null,"Powder Coating System","A","Non-conformance report",null,"N",null,null,null,"Structural Metals Engineer",null,null,null,0,null,null,null,null,null,2477.3000000000002,"A","Powder Coating System"]
[null,"Powder Coating System","C.1","Quality Manual","As work is being performed","N",null,null,null,"Structural Metals Engineer",null,null,null,0,null,null,null,null,null,2477.3000000000002,"C.1","Powder Coating System"]
[null,"Powder Coating System","D.1.b(1)","Non-conformance report",null,"N",null,null,null,"Structural Metals Engineer",null,null,null,0,null,null,null,null,null,2477.3000000000002,"D.1.b(1)","Powder Coating System"]
[null,"Powder Coating System","E.1","Powder manufacturer's trained personnel",null,"N",null,null,null,"Structural Metals Engineer",null,null,null,0,null,null,null,null,null,2477.3000000000002,"E.1","Powder Coating System"]
[null,{"$f":"V66","v":"Powder Coating System"},"E.1","Coating repair procedures",null,"N",null,null,null,"Structural Metals Engineer",null,null,null,0,null,null,null,null,null,2477.3000000000002,"E.1","Powder Coating System"]
[null,"Powder Coating System","H.1","Non-Conformance repair plan",null,"N",null,null,null,"Structural Metals Engineer",null,null,null,0,null,null,null,null,null,2477.3000000000002,"H.1","Powder Coating System"]
[null,"Powder Coating System","H.2","Non-Conformance repair plan",null,"N",null,null,null,"Structural Metals Engineer",null,null,null,0,null,null,null,null,null,2477.3000000000002,"H.2","Powder Coating System"]
[null,"Organic Zinc-Rich Paint System",null,"Coating Inspection Requirements Records","At completion of job","N",null,null,null,"Structural Metals Engineer",null,null,null,0,null,null,null,null,null,2478,null,"Organic Zinc-Rich Paint System"]
[null,"Organic Zinc-Rich Paint System",null,"Non-Conformance repair plan",null,"N",null,null,null,"Structural Metals Engineer",null,null,null,0,null,null,"X",null,null,2478.1,null,"Organic Zinc-Rich Paint System"]
[null,"Protection of Non-Painted Surfaces",null,"Non-Conformance repair plan",null,"N",null,null,null,"Structural Metals Engineer",null,null,null,0,null,null,null,null,null,2478.1,null,"Protection of Non-Painted Surfaces"]
[null,"Organic Zinc-Rich Paint System",{"$f":"U72","v":"B"},"Plan for removal and collection of non-tightly adhered paint residue",null,"N",null,null,null,"Project Engineer",null,null,null,{"$f":"L72-M72","v":0},null,null,null,null,null,2478.3000000000002,"B","Organic Zinc-Rich Paint System"]
[null,"Clean and Prime Top Flange",{"$f":"U73","v":"B"},"Remove and collect non-tightly adhered paint residue plan",null,"N",null,null,null,"Project Engineer",null,null,null,0,null,null,null,null,null,2478.3000000000002,"B","Clean and Prime Top Flange"]
[null,"Inorganic Zinc-Rich Paint System",null,"Coating Inspection Requirements Records",null,"N",null,null,null,"Structural Metals Engineer",null,null,null,0,null,null,null,null,null,2479,null,"Inorganic Zinc-Rich Paint System"]
[null,"Protection of Non-Painted Surfaces",null,"Non-conformance report",null,"N",null,null,null,"Structural Metals Engineer",null,null,null,0,null,null,null,null,null,2479.1,null,"Protection of Non-Painted Surfaces"]
[null,"Protection of Non-Painted Surfaces",null,"Non-conformance report",null,"N",null,null,null,"Structural Metals Engineer",null,null,null,0,null,null,null,null,null,2479.1,null,"Protection of Non-Painted Surfaces"]
[null,"Conduit Systems",{"$f":"U77","v":0},"3 Sets of erection drawings of each conduit system",null,"N",null,null,null,"Project Engineer",null,null,null,0,null,null,null,null,null,2545,null,"Conduit Systems"]
[null,"Fencing","C.1","List of fence components, suppliers, and fabricators",null,"N",null,null,null,"Project Engineer",null,null,null,0,null,null,null,null,null,2557,"C.1","Fencing"]
[null,"Fasteners",0,"Documentation meeting ASTM F3125 and fastener assemblies",null,"N",null,null,null,"Project Engineer",null,null,null,0,null,null,null,null,null,3391,null,"Fasteners"]
[null,"Galvanized Structural Shapes",0,"Non-Conformance Report for each repair of galvanized surface",null,"N",null,null,null,"Project Engineer",null,null,null,0,null,null,null,null,null,3394,null,"Galvanized Structural Shapes"]
[null,"Self Consolidating Concrete","2.A.6","Concrete Mix Design","21 Cal. Days before placement","Y",null,null,null,"Concrete Office",null,null,null,0,null,null,null,null,null,"2401.2 A","2.A.6","Self Consolidating Concrete"]
[null,"Self Consolidating Concrete","2.A.6.b","Laboratory Mixing","14 Cal. Days before prelim. lab mixing","Y",null,null,null,"Concrete Office",null,null,null,0,null,null,null,null,null,"2401.2 A ","2.A.6.b","Self Consolidating Concrete"]
[null,"Self Consolidating Concrete","2.A.7.b","JMF Adjustment ","After Lab Mix if agg. not approved","N",null,null,null,"Concrete Office",null,null,null,0,null,null,null,null,null,"2401.2 A ","2.A.7.b","Self Consolidating Concrete"]
[null,"Self Consolidating Concrete","2.A.8","Laboratory Test Data ","15 Work Days before trial placement","N",null,null,null,"Concrete Office",null,null,null,0,null,null,null,null,null,"2401.2 A ","2.A.8","Self Consolidating Concrete"]
[null,"High Performance Concrete Bridge Decks","2.A.5.b(1)","Fibers","Only if using single component fibers?","N",null,null,null,"Concrete Office",null,null,null,0,null,null,null,null,null,"2401.2 B ","2.A.5.b(1)","High Performance Concrete Bridge Decks"]
[null,"High Performance Concrete Bridge Decks","2.A.5.b(4)","Alternative methods for adding fibers",null,"N",null,null,null,"Concrete Office",null,null,null,0,null,null,null,null,null,"2401.2 B ","2.A.5.b(4)","High Performance Concrete Bridge Decks"]
[null,"High Performance Concrete Bridge Decks","2.A.6"," Concrete Mix Design","21 Cal. Days before placement","Y",null,null,null,"Concrete Office",null,null,null,0,null,null,null,null,null,"2401.2 B ","2.A.6","High Performance Concrete Bridge Decks"]
[null,"High Performance Concrete Bridge Decks","2.A.6","Laboratory Mixing Data",null,"N",null,null,null,"Concrete Office",null,null,null,0,null,null,null,null,null,"2401.2 B ","2.A.6","High Performance Concrete Bridge Decks"]
[null,"High Performance Concrete Bridge Decks","2.A.6.b","Laboratory Mixing ","14 Cal. Days before prelim. lab mixing","Y",null,null,null,"Concrete Office",null,null,null,0,null,null,null,null,null,"2401.2 B ","2.A.6.b","High Performance Concrete Bridge Decks"]
[null,"High Performance Concrete Bridge Decks","2.A.6.b","Laboratory Mixing Data",null,"N",null,null,null,"Concrete Office",null,null,null,0,null,null,null,null,null,"2401.2 B ","2.A.6.b","High Performance Concrete Bridge Decks",null,null,"Designers Note"]
[null,"High Performance Concrete Bridge Decks","2.A.7.b","JMF Adjustment ",null,"N",null,null,null,"Concrete Office",null,null,null,0,null,null,null,null,null,"2401.2 B ","2.A.7.b","High Performance Concrete Bridge Decks",null,null,"Designers Note"]
[null,"High Performance Concrete Bridge Decks","2.A.8","Laboratory Test Data ","15 Work Days before trial placement","N",null,null,null,"Concrete Office",null,null,null,0,null,null,null,null,null,"2401.2 B ","2.A.8","High Performance Concrete Bridge Decks"]
[null,"High Performance Concrete Bridge Decks ","2.A.9.a","Waive Trial Placement for Bridge Deck Slab","14 Cal. Days before placing bridge deck slab concrete","N",null,null,null,"RBCE",null,null,null,0,null,null,null,null,null,"2401.2 B ","2.A.9.a","High Performance Concrete Bridge Decks "]
[null,"High Performance Concrete Bridge Decks ","2.A.9.b","Slab Placement and Curing Plan","14 Cal. Days before placing bridge deck slab concrete","N",null,null,null,"RBCE",null,null,null,0,null,null,null,null,null,"2401.2 B ","2.A.9.b","High Performance Concrete Bridge Decks "]
[null,"High Performance Concrete Bridge Decks ","2.A.9.c","National Weather Service Forecast","3 hrs before slab placement","N",null,null,null,"RBCE",null,null,null,0,null,null,null,null,null,"2401.2 B ","2.A.9.c","High Performance Concrete Bridge Decks "]
[null,{"$f":"V96","v":"High Performance Concrete Bridge Decks"},"2.3.C.4","Fine Grade Sand Material Data",null,"N",null,null,null,"Concrete Office",null,null,null,0,null,null,null,null,null,"2401.2 B ","2.3.C.4","High Performance Concrete Bridge Decks"]
[null,"High Performance Concrete Bridge Decks","2.A.7.b","JMF Adjustment Concrete Mix Design","After Lab Mix if agg. not approved","N",null,null,null,"Concrete Office",null,null,null,0,null,null,null,null,null,"2401.2 C","2.A.7.b","High Performance Concrete Bridge Decks"]
[null,"High Performance Concrete Bridge Decks","2.A.6","Concrete Mix Design","21 Cal. Days before placement","Y",null,null,null,"RBCE",null,null,null,0,null,null,null,null,null,"2401.2 C ","2.A.6","High Performance Concrete Bridge Decks"]
[null,"High Performance Concrete Bridge Decks","2.A.6.b","Laboratory Mixing","14 Cal. Days before prelim. lab mixing","Y",null,null,null,"Concrete Office",null,null,null,0,null,null,null,null,null,"2401.2 C ","2.A.6.b","High Performance Concrete Bridge Decks"]
[null,"High Performance Concrete Bridge Decks","2.A.8","Laboratory Test Data","15 Work Days before trial placement","N",null,null,null,"Concrete Office",null,null,null,0,null,null,null,null,null,"2401.2 C ","2.A.8","High Performance Concrete Bridge Decks"]
[null,"High Performance Concrete Bridge Decks","2.A.9.a","Waive Trial Placement for Bridge Deck Slab",null,"N",null,null,null,"RBCE",null,null,null,0,null,null,null,null,null,"2401.2 C ","2.A.9.a","High Performance Concrete Bridge Decks"]
[null,"High Performance Concrete Bridge Decks","2.A.9.b","Slab Placement and Curing Plan","14 Cal. Days before slab placement","N",null,null,null,"RBCE",null,null,null,0,null,null,null,null,null,"2401.2 C ","2.A.9.b","High Performance Concrete Bridge Decks"]
[null,"High Performance Concrete Bridge Decks","2.A.9.c","National Weather Service Forecast","3 hrs before slab placement","N",null,null,null,"RBCE",null,null,null,0,null,null,null,null,null,"2401.2 C ","2.A.9.c","High Performance Concrete Bridge Decks"]
[null,"Mass Concrete","2.A.6","Laboratory Mixing Data",null,"N",null,null,null,"Concrete Office",null,null,null,0,null,null,null,null,null,"2401.2 D","2.A.6","Mass Concrete"]
[null,"Mass Concrete","3.B.1.6","Heat of Hydration by use of Cooling Tubes",null,"N",null,null,null,"RBCE",null,null,null,0,null,null,null,null,null,"2401.2 D","3.B.1.6","Mass Concrete"]
[null,"Mass Concrete","2.A.6"," Concrete Mix Design","21 Cal. Days before placement","Y",null,null,null,"Concrete Office",null,null,null,0,null,null,null,null,null,"2401.2 D ","2.A.6","Mass Concrete"]
[null,"Mass Concrete","2.A.6.b","Laboratory Mixing ","14 Cal. Days before prelim lab mixing and testing","Y",null,null,null,"Concrete Office",null,null,null,0,null,null,null,null,null,"2401.2 D ","2.A.6.b","Mass Concrete"]
[null,"Mass Concrete","2.A.6.b","Laboratory Mixing  Data",null,"N",null,null,null,"Concrete Office",null,null,null,0,null,null,null,null,null,"2401.2 D ","2.A.6.b","Mass Concrete"]
[null,"Mass Concrete",{"$f":"U109","v":"2.A.7.b"},"JMF Adjustment Concrete Mix Design","After Lab Mix if agg. not approved","N",null,null,null,"Concrete Office",null,null,null,0,null,null,null,null,null,"2401.2 D ","2.A.7.b","Mass Concrete"]
[null,"Mass Concrete","2.A.8","Laboratory Test Data of Concrete Mix Design","15 Work Days before trial placement","N",null,null,null,"Concrete Office",null,null,null,0,null,null,null,null,null,"2401.2 D ","2.A.8","Mass Concrete"]
[null,"Mass Concrete","3.A.1","Placement and Temperature Plan","60 Cal. Days","Y",null,null,null,"Concrete Office",null,null,null,0,null,null,null,null,null,"2401.2 D ","3.A.1","Mass Concrete"]
[null,"Mass Concrete","3.B.1","Placement and Temperature Plan","30 Cal. Days before casting mass concrete","Y",null,null,null,"RBCE",null,null,null,0,null,null,null,null,null,"2401.2 D ","3.B.1","Mass Concrete"]
[null,"Mass Concrete","3.B.2 (f)","Temperature Monitoring",null,"N",null,null,null,"Concrete Office",null,null,null,0,null,null,null,null,null,"2401.2 D ","3.B.2 (f)","Mass Concrete"]
[null,"Special Surface Finish of Concrete Surfaces",4,"Falsework Plans","6 weeks before starting construction","N",null,null,null,"RBCE",null,null,null,0,null,null,"X",null,null,"2401.3 B",4,"Special Surface Finish of Concrete Surfaces"]
[null,"Special Surface Finish of Concrete Surfaces","2.B","Materials",null,"N",null,null,null,"Concrete Office",null,null,null,0,null,null,null,null,null,"2401.3 F","2.B","Special Surface Finish of Concrete Surfaces"]
[null,"Special Surface Finish of Concrete Surfaces","3.B","Materials",null,"N",null,null,null,"Concrete Office",null,null,null,0,null,null,null,null,null,"2401.3 F","3.B","Special Surface Finish of Concrete Surfaces"]
[null,"Special Surface Finish of Concrete Surfaces","3.C","Quality Control Plan, Contractor qualifications and documentation","20 days prior to executing work","N",null,null,null,"RBCE",null,null,null,0,null,null,null,null,null,"2401.3 F","3.C","Special Surface Finish of Concrete Surfaces"]
[null,"Special Surface Finish of Concrete Surfaces","3.b(1)","Detailed Plans for Placing Concrete","2 weeks before casing Bridge Slab Concrete","N",null,null,null,"RBCE",null,null,null,0,null,null,null,null,null,"2401.3 F","3.b(1)","Special Surface Finish of Concrete Surfaces"]
[null,"Special Surface Finish of Concrete Surfaces","2.B","SSF II Sample",null,"N",null,null,null,"RBCE",null,null,null,0,null,null,null,null,null,"2401.3 F","2.B","Special Surface Finish of Concrete Surfaces"]
[null,"Special Surface Finish of Concrete Surfaces","2.C","Quality Control Plan, Contractor qualifications and documentation","20 days prior to executing work","N",null,null,null,"RBCE",null,null,null,0,null,null,null,null,null,"2401.3 F ","2.C","Special Surface Finish of Concrete Surfaces"]
[null,"Special Surface Finish of Concrete Surfaces","2.C","Contractor Qualifications and Documentation","5 Working days before each SSF II Application","N",null,null,null,"RBCE",null,null,null,0,null,null,null,null,null,"2401.3 F 2 ","2.C","Special Surface Finish of Concrete Surfaces"]
[null,"Split Median Barrier Cap","B.2","Alternative Materials",null,"N",null,null,null,"RBCE",null,null,null,0,null,null,null,null,null,"2401.3 I","B.2","Split Median Barrier Cap"]
[null,"Metal Railing (\"Duplex Coated\" using Hot-dipped Galvanizing and Powder Coating)","D","Welding Procedure Specifications",null,"N",null,null,null,"Structural Metals Engineer",null,null,null,0,null,null,null,null,null,"2402.6 PC ","D","Metal Railing (\"Duplex Coated\" using Hot-dipped Galvanizing and Powder Coating)"]
[null,"Metal Railing (\"Duplex Coated\" using Hot-dipped Galvanizing and Powder Coating)","D","Quality Manual","5 Working days prior to beginning work","N",null,null,null,"Structural Metals Engineer",null,null,null,0,null,null,null,null,null,"2402.6 PC ","D","Metal Railing (\"Duplex Coated\" using Hot-dipped Galvanizing and Powder Coating)"]
[null,"Metal Railing (\"Duplex Coated\" using Hot-dipped Galvanizing and Powder Coating)","E.6","Galvanizing Requirements",null,"N",null,null,null,"Structural Metals Engineer",null,null,null,0,null,null,null,null,null,"2402.6 PC ","E.6","Metal Railing (\"Duplex Coated\" using Hot-dipped Galvanizing and Powder Coating)"]
[null,"Metal Railing (\"Duplex Coated\" using Hot-dipped Galvanizing and Powder Coating)","E.8","Galvanizing Requirements","5 Working days before intending to galvanize","N",null,null,null,"Structural Metals Engineer",null,null,null,0,null,null,null,null,null,"2402.6 PC ","E.8","Metal Railing (\"Duplex Coated\" using Hot-dipped Galvanizing and Powder Coating)"]
[null,"Metal Railing (\"Duplex Coated\" using Hot-dipped Galvanizing and Powder Coating)","G","QC/QA, Anchorage Tolerances",null,"N",null,null,null,"Structural Metals Engineer",null,null,null,0,null,null,null,null,null,"2402.6 PC ","G","Metal Railing (\"Duplex Coated\" using Hot-dipped Galvanizing and Powder Coating)"]
[null,{"$f":"V128","v":"Metal Railing (\"Duplex Coated\" using Hot-dipped Galvanizing and Paint Coating)"},"D","QC/QA, Welding Procedure Specifications",null,"N",null,null,null,"Structural Metals Engineer",null,null,null,0,null,null,null,null,null,"2402.6 WP","D","Metal Railing (\"Duplex Coated\" using Hot-dipped Galvanizing and Paint Coating)"]
[null,"Metal Railing (\"Duplex Coated\" using Hot-dipped Galvanizing and Paint Coating)","D","Quality Manual","5 Working days before beginning work","N",null,null,null,"Structural Metals Engineer",null,null,null,0,null,null,null,null,null,"2402.6 WP","D","Metal Railing (\"Duplex Coated\" using Hot-dipped Galvanizing and Paint Coating)"]
[null,"Metal Railing (\"Duplex Coated\" using Hot-dipped Galvanizing and Paint Coating)","E.6","Quality Control",null,"N",null,null,null,"Structural Metals Engineer",null,null,null,0,null,null,null,null,null,"2402.6 WP","E.6","Metal Railing (\"Duplex Coated\" using Hot-dipped Galvanizing and Paint Coating)"]
[null,"Metal Railing (\"Duplex Coated\" using Hot-dipped Galvanizing and Paint Coating)","E.8"," QA Audit","5 Working days before intending to galvanize","N",null,null,null,"Structural Metals Engineer",null,null,null,0,null,null,null,null,null,"2402.6 WP","E.8","Metal Railing (\"Duplex Coated\" using Hot-dipped Galvanizing and Paint Coating)"]
[null,"Metal Railing (\"Duplex Coated\" using Hot-dipped Galvanizing and Paint Coating)","F","Intent to Ship","5 Working days before intent to ship","N",null,null,null,"Structural Metals Engineer",null,null,null,0,null,null,null,null,null,"2402.6 WP","F","Metal Railing (\"Duplex Coated\" using Hot-dipped Galvanizing and Paint Coating)"]
[null,"Metal Railing (\"Duplex Coated\" using Hot-dipped Galvanizing and Paint Coating)","G","QC/QA, CIP Anchorage Placement in Forms",null,"N",null,null,null,"Structural Metals Engineer",null,null,null,0,null,null,null,null,null,"2402.6 WP","G","Metal Railing (\"Duplex Coated\" using Hot-dipped Galvanizing and Paint Coating)"]
[null,"Metal Railing (\"Duplex Coated\" using Hot-dipped Galvanizing and Paint Coating)"," H.1","Non-Conformance repair plan",null,"N",null,null,null,"Structural Metals Engineer",null,null,null,0,null,null,null,null,null,"2402.6WP"," H.1","Metal Railing (\"Duplex Coated\" using Hot-dipped Galvanizing and Paint Coating)"]
[null,"Metal Railing (\"Duplex Coated\" using Hot-dipped Galvanizing and Paint Coating)"," H.2","Non-Conformance repair plan",null,"N",null,null,null,"Structural Metals Engineer",null,null,null,0,null,null,null,null,null,"2402.6WP "," H.2","Metal Railing (\"Duplex Coated\" using Hot-dipped Galvanizing and Paint Coating)"]
[null,"Ultrasonic Impact Treatment"," A","Preliminary Work and Mobilization Task",null,"N",null,null,null,"RBCE",null,null,null,{"$f":"L136-M136","v":0},null,null,null,null,null,"2402.9A"," A","Ultrasonic Impact Treatment"]
[null,"Ultrasonic Impact Treatment","C","Letter of Retrofit work",null,"N",null,null,null,"RBCE",null,null,null,0,null,null,null,null,null,"2402.9A","C","Ultrasonic Impact Treatment"]
[null,"Bearing Keeper","D","QC/QA",null,"N",null,null,null,"Project Engineer",null,null,null,0,null,null,null,null,null,"2433.11 A","D","Bearing Keeper"]
[null,"Clean and Grease Expansion Bearing Assemblies","B.1","Jacking scheme",null,"N",null,null,null,"RBCE",null,null,null,0,null,null,null,null,null,"2433.11 B ","B.1","Clean and Grease Expansion Bearing Assemblies"]
[null,"Distributed Galvanic Anode","X.X","Shop Drawings","6 weeks before installation","N",null,null,null,"Project Engineer",null,null,null,0,null,null,null,null,null,"2433.14 D","X.X","Distributed Galvanic Anode"]
[null,"Remove and Patch Monolithic Slab",{"$f":"U141","v":"Mono"},"Early strength concrete mix results - Type A,B,C, D, E,F",null,"N",null,null,null,"Project Engineer",null,null,null,0,null,null,"X",null,null,"2433.3 Mono","Mono","Remove and Patch Monolithic Slab"]
[null,"Remove and Patch Structural Slab","WC","Early strength concrete mix results - Type A,B,C, D, E,F",null,"N",null,null,null,"Project Engineer",null,null,null,0,null,null,"X",null,null,"2433.3 WC","WC","Remove and Patch Structural Slab"]
[null,"Repair Structural Cracks (Epoxy Injection)","B.1","3 copies of material certification",null,"N",null,null,null,"Project Engineer",null,null,null,0,null,null,null,null,null,"2433.5 B ","B.1","Repair Structural Cracks (Epoxy Injection)"]
[null,"Repair Structural Cracks (Epoxy Injection)","B.2","Safety Data Sheets",null,"N",null,null,null,"Project Engineer",null,null,null,0,null,null,null,null,null,"2433.5 B ","B.2","Repair Structural Cracks (Epoxy Injection)"]
[null,"Repair Structural Cracks (Epoxy Injection)","B.3","Manufacturer's published recs for product used",null,"N",null,null,null,"Project Engineer",null,null,null,0,null,null,null,null,null,"2433.5 B ","B.3","Repair Structural Cracks (Epoxy Injection)"]
[null,"Repair Structural Cracks (Epoxy Injection)","B.4","Type and installation procedure for injection ports",null,"N",null,null,null,"Project Engineer",null,null,null,0,null,null,null,null,null,"2433.5 B ","B.4","Repair Structural Cracks (Epoxy Injection)"]
[null,"Methyl Methacrylate (MMA) Flood Seal"," C.3","Sand material data, storage, and use plan",null,"N",null,null,null,"RBCE",null,null,null,0,null,null,null,null,null,"2433.5 Flood "," C.3","Methyl Methacrylate (MMA) Flood Seal"]
[null,"Methyl Methacrylate (MMA) Flood Seal","E","Evidence /References for Waiving of tech rep from manufacturer",null,"N",null,null,null,"RBCE",null,null,null,0,null,null,null,null,null,"2433.5 Flood ","E","Methyl Methacrylate (MMA) Flood Seal"]
[null,"Methyl Methacrylate (MMA) Flood Seal","B.3","MMA Manufacturers Instructions",null,"N",null,null,null,"RBCE",null,null,null,0,null,null,null,null,null,"2433.5 Flood C.3","B.3","Methyl Methacrylate (MMA) Flood Seal"]
[null,"Replace Waterproof Gland in Expansion Joint Device","A.3","Seal material testing",null,"N",null,null,null,"Fabrication Methods Engineer",null,null,null,0,null,null,null,null,null,"2433.7 A","A.3","Replace Waterproof Gland in Expansion Joint Device"]
[null,"Replace Waterproof Gland in Expansion Joint Device","A.4","Test Results",null,"N",null,null,null,"Fabrication Methods Engineer",null,null,null,0,null,null,null,null,null,"2433.7 A","A.4","Replace Waterproof Gland in Expansion Joint Device"]
[null,"Replace Waterproof Gland in Expansion Joint Device","B","Information for lubricants not on MnDOT's Approved/ Qualified List",null,"N",null,null,null,"Fabrication Methods Engineer",null,null,null,0,null,null,null,null,null,"2433.7 A","B","Replace Waterproof Gland in Expansion Joint Device"]
[null,"Type St Anchorages","A","ACI Certification, MPII Copy, Adhesive meets req'mts",null,"Y",null,null,null,"Project Engineer",null,null,null,0,null,null,null,null,null,"2433.8 A ","A","Type St Anchorages"]
[null,"Type St Anchorages","B","Production Anchorages Qualification Test Report",null,"Included w/ Production Anchorages Qualification Test Report",null,null,null,"Project Engineer",null,null,null,0,null,null,null,null,null,"2433.8 A ","B","Type St Anchorages"]
[null,"Reinforcement Bar Anchorages (Post-installed)","C","Anchorage Replacment Plan",null,"N",null,null,null,"Project Engineer",null,null,null,0,null,null,null,null,null,"2433.8 C","C","Reinforcement Bar Anchorages (Post-installed)"]
[null,"Reinforcement Bar Anchorages (Post-installed)","C","Production Anchorages Qualification Test Report",null,"Y",null,null,null,"Project Engineer",null,null,null,0,null,null,null,null,null,"2433.8 C","C","Reinforcement Bar Anchorages (Post-installed)"]
[null,"Reinforcement Bar Anchorages (Post-installed)","B","ACI-CRSI Certification",null,"Y",null,null,null,"Project Engineer",null,null,null,0,null,null,null,null,null,"2433.8 C ","B","Reinforcement Bar Anchorages (Post-installed)"]
[null,"Temporary Portable Precast Concrete Barrier Anchorage Installation and Removal","A","ACI-CRSI Certification, MPII, Verification adhesive has uncracked characteristic bond ",null,"Y",null,null,null,"Project Engineer",null,null,null,0,null,null,null,null,null,"2433.8 D","A","Temporary Portable Precast Concrete Barrier Anchorage Installation and Removal"]
[null,{"$f":"V159","v":"Temporary Portable Precast Concrete Barrier Anchorage Installation and Removal"},"B","Non Comforance Anchorage Replacement Plan",null,"N",null,null,null,"Project Engineer",null,null,null,0,null,null,null,null,null,"2433.8 D","B","Temporary Portable Precast Concrete Barrier Anchorage Installation and Removal"]
[null,"Repair Paving Bracket","C","Repair Paving Bracket test data, Manufacturer Job Specific Req'mts",null,"N",null,null,null,"Project Engineer",null,null,null,0,null,null,null,null,null,"2433.9 A","C","Repair Paving Bracket"]