ebook img

section 7. piling and drilled shafts construction PDF

557 Pages·2011·4.51 MB·English
by  
Save to my drive
Quick download
Download
Most books are stored in the elastic cloud where traffic is expensive. For this reason, we have a limit on daily download.

Preview section 7. piling and drilled shafts construction

MOMRA Bridges Construction Specifications TABLE OF CONTENTS TABLE OF CONTENTS ...................................................................................... I SECTION 1. ABBREVIATIONS AND DEFINITION OF TERMS ............... 1 1.1. GENERAL ............................................................................................................................. 1 1.2. ABBREVIATIONS ............................................................................................................... 1 1.3. TERMS .................................................................................................................................. 2 1.3.1. Acceptance Plan ................................................................................................................ 2 1.3.2. Acceptable Quality Level AQL ........................................................................................ 2 1.3.3. Acceptance Program ......................................................................................................... 2 1.3.4. Additive ............................................................................................................................. 2 1.3.5. Addendum ......................................................................................................................... 2 1.3.6. Advertisement for Bids or Notice to Contractors ............................................................. 2 1.3.7. Article ............................................................................................................................... 2 1.3.8. Award ................................................................................................................................ 2 1.3.9. Backfill .............................................................................................................................. 2 1.3.10. Back Slope ...................................................................................................................... 3 1.3.11. Bid ................................................................................................................................... 3 1.3.12. Bidder .............................................................................................................................. 3 1.3.13. Binder Layer ................................................................................................................... 3 1.3.14. Bill of Quantities ............................................................................................................. 3 1.3.15. Bridge .............................................................................................................................. 3 1.3.16. Bridge Length ................................................................................................................. 3 1.3.17. Bridge Roadway Width ................................................................................................... 3 1.3.18. Boulder ............................................................................................................................ 3 1.3.19. Calendar Day .................................................................................................................. 3 1.3.20. Calibrate .......................................................................................................................... 3 1.3.21. Camber ............................................................................................................................ 4 1.3.22. Centerline ........................................................................................................................ 4 1.3.23. Certificate of Guarantee .................................................................................................. 4 1.3.24. Compaction ..................................................................................................................... 4 1.3.25. Construction Joint ........................................................................................................... 4 1.3.26. Consecutive Days ............................................................................................................ 4 1.3.27. Contract and Contract Documents .................................................................................. 4 1.3.28. Contract Bid Price ........................................................................................................... 4 1.3.29. Contract Bonds ................................................................................................................ 4 1.3.30. Contract Item ( Item of Work) ....................................................................................... 4 1.3.31. Contract Time ................................................................................................................. 5 1.3.32. Contractor ....................................................................................................................... 5 1.3.33. Contract Payment Bond .................................................................................................. 5 1.3.34. Contract Performance Bond ............................................................................................ 5 1.3.35. Contract Sum or Contract Amount ................................................................................. 5 1.3.36. Country ........................................................................................................................... 5 1.3.37. Culvert............................................................................................................................. 5 1.3.38. Date ................................................................................................................................. 5 i Bridges Construction Specifications MOMRA 1.3.39. Deck ............................................................................................................................... 5 1.3.40. Density ........................................................................................................................... 5 1.3.41. Design Mix ..................................................................................................................... 5 1.3.42. Design Load ................................................................................................................... 5 1.3.43. Detour ............................................................................................................................. 6 1.3.44. Directive ......................................................................................................................... 6 1.3.45. Dowel ............................................................................................................................. 6 1.3.46. Drawings ........................................................................................................................ 6 1.3.47. Elevation ......................................................................................................................... 6 1.3.48. Engineer ......................................................................................................................... 6 1.3.49. Equipment ...................................................................................................................... 6 1.3.50. Existing ........................................................................................................................... 6 1.3.51. Expansion Joint .............................................................................................................. 6 1.3.52. Extra Work ..................................................................................................................... 6 1.3.53. Extra Work Order ........................................................................................................... 6 1.3.54. Faulting ........................................................................................................................... 6 1.3.55. Force Account Work ...................................................................................................... 7 1.3.56. General Specifications .................................................................................................... 7 1.3.57. Grout............................................................................................................................... 7 1.3.58. Guarantor ........................................................................................................................ 7 1.3.59. Holiday ........................................................................................................................... 7 1.3.60. Headwall ......................................................................................................................... 7 1.3.61. Inspector ......................................................................................................................... 7 1.3.62. Item of Work .................................................................................................................. 7 1.3.63. Job-Mix job-mix formula, design-mix ......................................................................... 7 1.3.64. Joint ................................................................................................................................ 7 1.3.65. Kingdom ......................................................................................................................... 7 1.3.66. Laboratory ...................................................................................................................... 7 1.3.67. Legal Holidays ............................................................................................................... 7 1.3.68. Leveling Course ............................................................................................................. 8 1.3.69. Load Transfer Device ..................................................................................................... 8 1.3.70. Longitudinal Joint .......................................................................................................... 8 1.3.71. Lot .................................................................................................................................. 8 1.3.72. Major Item ...................................................................................................................... 8 1.3.73. Materials ......................................................................................................................... 8 1.3.74. Ministry .......................................................................................................................... 8 1.3.75. Municipality Amanah ................................................................................................... 8 1.3.76. Municipality of province Baladiah ............................................................................... 8 1.3.77. Minor Concrete .............................................................................................................. 8 1.3.78. Moisture Content ............................................................................................................ 8 1.3.79. Original Ground ............................................................................................................. 8 1.3.80. Performance Guarantee .................................................................................................. 8 1.3.81. Period of Maintenance.................................................................................................... 9 1.3.82. Plans ............................................................................................................................... 9 1.3.83. Price Breakdown ............................................................................................................ 9 1.3.84. Preconstruction Conference ........................................................................................... 9 1.3.85. Program of Work ............................................................................................................ 9 1.3.86. Process-Verbal ............................................................................................................... 9 1.3.87. Professional Engineer ..................................................................................................... 9 1.3.88. Provisional Handover ..................................................................................................... 9 1.3.89. Proposal .......................................................................................................................... 9 1.3.90. Proposal Form ................................................................................................................ 9 1.3.91. Quality Assurance ........................................................................................................ 10 1.3.92. Quality Assurance Procedures ...................................................................................... 10 1.3.93. Quality Control ............................................................................................................. 10 ii MOMRA Bridges Construction Specifications 1.3.94. Quality Index ................................................................................................................ 10 1.3.95. Questionnaire ................................................................................................................ 10 1.3.96. Random ......................................................................................................................... 10 1.3.97. Rural council ................................................................................................................. 10 1.3.98. Rejectable Quality Level RQL .................................................................................... 10 1.3.99. Reinforcement ............................................................................................................... 10 1.3.100. Reprocessing ............................................................................................................... 10 1.3.101. Resurfacing ................................................................................................................. 10 1.3.102. Right-of-Way .............................................................................................................. 11 1.3.103. Riprap .......................................................................................................................... 11 1.3.104. Shop Drawings ............................................................................................................ 11 1.3.105. Sidewalk ...................................................................................................................... 11 1.3.106. Site .............................................................................................................................. 11 1.3.107. Site Engineer ............................................................................................................... 11 1.3.108. Skew Angle ................................................................................................................. 11 1.3.109. Specifications .............................................................................................................. 11 1.3.110. Special Specifications ................................................................................................. 11 1.3.111. Specified Completion Date ......................................................................................... 11 1.3.112. Standard Drawings ...................................................................................................... 11 1.3.113. Standard Specifications ............................................................................................... 11 1.3.114. Subcontractor .............................................................................................................. 11 1.3.115. Substructure ................................................................................................................ 12 1.3.116. Superintendent ............................................................................................................ 12 1.3.117. Superstructure ............................................................................................................. 12 1.3.118. Superelevation ............................................................................................................. 12 1.3.119. Supplemental Agreement ............................................................................................ 12 1.3.120. Supplemental Specification ......................................................................................... 12 1.3.121. Surety .......................................................................................................................... 12 1.3.122. Temporary Structure ................................................................................................... 12 1.3.123. Tender ......................................................................................................................... 12 1.3.124. Tender Documents ...................................................................................................... 12 1.3.125. Tender Guarantee ........................................................................................................ 12 1.3.126. Tenderer ...................................................................................................................... 12 1.3.127. Traffic Lane ................................................................................................................ 13 1.3.128. Visual Inspection ........................................................................................................ 13 1.3.129. Water-Cement Ratio ................................................................................................... 13 1.3.130. Weephole .................................................................................................................... 13 1.3.131. Work The Work ........................................................................................................ 13 1.3.132. Working Day ............................................................................................................... 13 1.3.133. Working Drawings ...................................................................................................... 13 1.4. REFERENCES .................................................................................................................... 14 SECTION 2. INSTRUCTIONS TO BIDDERS ............................................... 15 2.1. PROPOSAL REQUIREMENTS AND CONDITIONS ................................................... 15 2.1.1. Notice to Contractors Advertisement ............................................................................ 15 2.1.2. Language of bid .............................................................................................................. 15 2.1.3. Competition documents .................................................................................................. 15 2.1.3.1. Competition documents include................................................................................ 15 2.2. CONTRACT RATES ......................................................................................................... 16 2.2.1. PRELIMINARY GUARANTEE .................................................................................... 16 iii Bridges Construction Specifications MOMRA 2.2.2. Final Guarantee .............................................................................................................. 16 2.3. INTERPRETATION OF QUANTITIES IN BID SCHEDULE ..................................... 17 2.4. EXAMINATION OF PLANS, SPECIFICATIONS, SPECIAL PROVISIONS, AND SITE OF WORK ....................................................................................................... 17 2.5. PREPARATION OF PROPOSAL ................................................................................... 17 2.5.1. Proposal Form ................................................................................................................ 17 2.5.2. Signing ........................................................................................................................... 17 2.6. WITHDRAWAL OR REVISION OF PROPOSALS ..................................................... 18 2.7. PUBLIC OPENING OF PROPOSALS ............................................................................ 18 2.8. MATERIAL GUARANTEE.............................................................................................. 18 2.9. BID SUBMISSION MANNER:......................................................................................... 18 2.10. REFERENCES ................................................................................................................. 20 SECTION 3. GENERAL RULES ..................................................................... 21 3.1. INTRODUCTION .............................................................................................................. 21 3.2. WORK SCOPE AND DOCUMENTS .............................................................................. 21 3.2.1. Contract Purpose ............................................................................................................ 21 3.2.2. Contract Documents ....................................................................................................... 21 3.2.3. Contract Language ......................................................................................................... 22 3.2.4. Additional Drawings ...................................................................................................... 22 3.2.5. Special Work .................................................................................................................. 22 3.2.6. Non-Estimated Items ...................................................................................................... 23 3.2.7. Addition, Omission, and Modification in Work Items ................................................... 23 3.2.8. Introduction of New Items to the Project ....................................................................... 23 3.2.9. Modification Claims and Disputes ................................................................................. 24 3.2.10. Removal and Disposal of Structures and Obstructions ................................................ 24 3.2.11. Power & Water Supply ................................................................................................. 24 3.2.12. Coordination between Works ....................................................................................... 24 3.2.13. Site Evacuation and Cleaning After Work Completion ............................................... 24 3.2.14. Construction & Execution Record Books .................................................................... 25 3.2.15. Workshop Drawings ..................................................................................................... 25 3.3. LEGAL RELATIONS AND RESPONSIBILITY TOWARDS THE PUBLIC ............ 25 3.3.1. Law Abidance ................................................................................................................ 25 3.3.2. Authorizations, Licenses, and Charges .......................................................................... 25 3.3.3. Patent Right and Ownership ........................................................................................... 25 3.3.4. Relations between Contractor and His Employees and Employees of His Subcontractor .................................................................................................................. 26 3.3.5. Insurance ........................................................................................................................ 26 3.3.6. Monuments and Fossils etc ............................................................................................ 26 3.3.7. Alcoholic Drinks, Drugs, Weapons, Ammunition, and Keeping Order ......................... 26 3.3.8. Property Preservation ..................................................................................................... 26 3.3.9. Contractor's Responsibility for Work ............................................................................. 27 3.3.10. Personal Responsibility of Government Officials ........................................................ 27 3.3.11. Preservation of Environment ........................................................................................ 27 3.3.12. Dangerous Wastes ........................................................................................................ 27 3.3.13. Using Explosives .......................................................................................................... 28 iv MOMRA Bridges Construction Specifications 3.3.14. Losses on Persons and Properties ................................................................................. 28 3.3.15. Traffic Control at Work Site ......................................................................................... 28 3.3.16. Safety Precautions at Project Site ................................................................................. 29 3.3.17. Guiding and Lighting .................................................................................................... 29 3.4. SUPERVISION ON THE WORKS ................................................................................... 29 3.4.1. Supervision Staff ............................................................................................................. 29 3.4.2. Supervision Staff Duties ................................................................................................. 29 3.4.3. Supervision Staff Authorities .......................................................................................... 30 3.4.4. Supervision Staff Facilities ............................................................................................. 30 3.4.5. Laboratory, Measuring and Testing Systems and Equipments ....................................... 30 3.4.5.1. Measuring Equipments ............................................................................................. 30 3.4.5.2. Sampling, Samples Storing and Testing Systems and Equipments .......................... 31 3.4.6. Client Commitments ....................................................................................................... 31 3.5. EXECUTION CONDITIONS AND WORK PROGRESS: ............................................ 31 3.5.1. Work Site Inspection ....................................................................................................... 31 3.5.2. Work Site Handing in ..................................................................................................... 31 3.5.3. Contractor Commitments ................................................................................................ 32 3.5.4. Work Site Planning ......................................................................................................... 32 3.5.5. Compliance With drawings and Specifications .............................................................. 32 3.5.6. Coordination with Public Utilities & Structures Authorities .......................................... 32 3.5.7. Signs ................................................................................................................................ 32 3.5.8. Contractor's Technical Staff ............................................................................................ 33 3.5.9. Penalty for Absence of Contractor Technical Staff ........................................................ 33 3.5.10. Work Program and Time Schedule ............................................................................... 33 3.5.11. Construction Equipments .............................................................................................. 33 3.5.12. Pre-Construction Meeting ............................................................................................. 34 3.5.13. Subcontracts .................................................................................................................. 34 3.5.14. Night Work ................................................................................................................... 34 3.5.15. Unusual Traffic ............................................................................................................. 34 3.5.16. Temporary Work Halting .............................................................................................. 35 3.5.17. Defects and Failure ....................................................................................................... 35 3.5.18. Work Withdrawal .......................................................................................................... 35 3.5.19. Assigning Withdrawn Works to another Contractor ..................................................... 36 3.5.20. Contract Period ............................................................................................................. 36 3.5.21. Delay Penalty ................................................................................................................ 36 3.5.22. As-Built Drawings: ....................................................................................................... 37 3.5.23. Ending Contractor's Responsibility: .............................................................................. 37 3.6. CONTROL AND ACCEPTANCE OF MATERIALS AND WORKS ........................... 37 3.6.1. Materials and Works Control Procedures ....................................................................... 37 3.6.2. Material Sources ............................................................................................................. 38 3.6.3. Material Transportation and Storing ............................................................................... 39 3.6.4. Work Inspection before Covering ................................................................................... 39 3.7. MEASURMENT AND PAYMENT ................................................................................... 40 3.7.1. Work Measuring ............................................................................................................. 40 3.7.2. Payment Scope ................................................................................................................ 40 3.7.3. Compensation for Modified Quantities ........................................................................... 40 3.7.4. Additional Work and Work According to Calculating Manpower ................................. 40 3.7.5. Unauthorized Work ......................................................................................................... 41 3.7.6. Lump Sum ....................................................................................................................... 41 3.7.7. Fixtures and Accessories ................................................................................................. 41 3.7.8. Payments ......................................................................................................................... 41 3.7.8.1. Current Payment ....................................................................................................... 41 3.7.8.2. Final Payment ........................................................................................................... 41 v Bridges Construction Specifications MOMRA 3.8. WORK HANDING OVER ................................................................................................ 42 3.8.1. Preliminary Handing Over ............................................................................................. 42 3.8.2. Final Handing Over ........................................................................................................ 43 3.9. REFERENCES ................................................................................................................... 44 SECTION 4. STRUCTURAL EXCAVATION AND BACKFILL ................ 45 4.1. DESCRIPTION .................................................................................................................. 45 4.1.1. General ........................................................................................................................... 45 4.1.2. Classification .................................................................................................................. 45 4.1.2.1. Unclassified Excavation ........................................................................................... 45 4.1.2.2. Unclassified Structural Excavation .......................................................................... 46 4.1.2.3. Common Substructural Excavation .......................................................................... 46 4.1.2.4. Substructural Rock Excavation ................................................................................ 46 4.1.2.5. Unclassified Backfill, Select Backfill, and Granular Backfill .................................. 46 4.1.2.6. Controlled Low-Strength Material (CLSM) Backfill ............................................... 46 4.2. WORKING DRAWINGS .................................................................................................. 46 4.3. EXCAVATION ................................................................................................................... 47 4.3.1. Inspection ....................................................................................................................... 47 4.3.1.1. General ..................................................................................................................... 47 4.3.1.2. Approval ................................................................................................................... 47 4.3.1.3. Change in Foundation Elevations............................................................................. 47 4.3.1.4. Drilling or Probing ................................................................................................... 47 4.3.2. Depth and Size of Excavation ........................................................................................ 48 4.3.3. Foundation Preparation and Control of Water ............................................................... 48 4.3.3.1. General ..................................................................................................................... 48 4.3.3.2. Excavation within Channels ..................................................................................... 48 4.3.4. Foundations on Rock ...................................................................................................... 49 4.3.5. Foundations not on Rock ................................................................................................ 49 4.3.6. Pile Excavation ............................................................................................................... 50 4.3.7. Tunnel Excavation .......................................................................................................... 50 4.3.8. Approval ......................................................................................................................... 50 4.3.9. Permits and Licenses ...................................................................................................... 50 4.4. BACKFILLING .................................................................................................................. 51 4.4.1. General ........................................................................................................................... 51 4.4.2. Materials ......................................................................................................................... 52 4.4.2.1. Controlled Low-Strength Material (CLSM) ............................................................. 52 1. General ................................................................................................................. 52 2. Mix Design .......................................................................................................... 52 3. Sampling and Testing .......................................................................................... 53 a. Flow Test ........................................................................................................ 53 b. Unit weight ..................................................................................................... 53 c. Strength Test ................................................................................................... 53 4.4.3. Foundation Preparation .................................................................................................. 53 4.4.4. Preservation of Stream Banks and Channel ................................................................... 53 4.4.5. Disposal of Surplus and Unsuitable Material ................................................................. 54 4.5. MEASUREMENT AND PAYMENT ............................................................................... 54 4.5.1. Measurement .................................................................................................................. 54 4.5.1.1. General ..................................................................................................................... 54 vi MOMRA Bridges Construction Specifications 4.5.1.2. Excavation for Substructures Supported by Piles ..................................................... 54 4.5.1.3. Excavation for Substructures Supported on Natural Foundation Materials .............. 54 4.5.1.4. Excavation for Box and Pipe Culverts ...................................................................... 55 1. Box Culverts ......................................................................................................... 55 2. Pipe Culverts ........................................................................................................ 55 4.5.1.5. Excavation for Tunnels ............................................................................................. 55 4.5.1.6. Excavation for Bracing ............................................................................................. 55 4.5.1.7. Backfilling ................................................................................................................ 55 4.5.1.8. Special Conditions .................................................................................................... 55 4.5.2. Payment........................................................................................................................... 55 4.6. REFERENCES .................................................................................................................... 58 SECTION 5. REMOVAL OF EXISTING STRUCTURES ........................... 59 5.1. DESCRIPTION ................................................................................................................... 59 5.2. WORKING DRAWINGS ................................................................................................... 59 5.3. CONSTRUCTION .............................................................................................................. 59 5.3.1. General ............................................................................................................................ 59 5.3.2. Partial Removal of Structures ......................................................................................... 60 5.3.3. Demolition ...................................................................................................................... 60 5.3.4. Removal of Bridges, Culverts and other Existing Structures ......................................... 60 5.3.5. Removal of Sewer Pipe ................................................................................................... 61 5.3.6. Removal of Pavement, Sidewalks, Curbs, Etc ................................................................ 61 5.3.7. Salvage ............................................................................................................................ 61 5.3.8. Abandoned Structures ..................................................................................................... 62 5.3.9. Disposal of Abandoned Materials ................................................................................... 62 5.4. MEASUREMENT AND PAYMENT ................................................................................ 62 5.5. REFERENCES .................................................................................................................... 64 SECTION 6. TEMPORARY STRUCTURES ................................................. 65 6.1. GENERAL ........................................................................................................................... 65 6.1.1. Description ...................................................................................................................... 65 6.1.2. Working Drawings .......................................................................................................... 65 6.1.2.1. General ...................................................................................................................... 65 6.1.2.2. Submission Sets ........................................................................................................ 65 6.1.2.3. Design Details ........................................................................................................... 65 6.1.2.4. Foundation Loads...................................................................................................... 66 6.1.2.5. Materials Specifications ............................................................................................ 66 6.1.2.6. Concrete Placement .................................................................................................. 66 6.1.2.7. Settlements ................................................................................................................ 66 6.1.2.8. Traffic ....................................................................................................................... 66 6.1.3. Requirements .................................................................................................................. 66 6.2. FORMS AND FALSEWORK ............................................................................................ 67 6.2.1. Falsework Materials ........................................................................................................ 67 6.2.1.1. General ...................................................................................................................... 67 vii Bridges Construction Specifications MOMRA 6.2.1.2. Salvaged Steel .......................................................................................................... 67 6.2.1.3. Timber ...................................................................................................................... 67 6.2.1.4. Used lumber ............................................................................................................. 67 6.2.1.5. Manufactured components ....................................................................................... 67 6.2.2. Forms Materials .............................................................................................................. 68 6.2.2.1. General ..................................................................................................................... 68 6.2.2.2. Sheathing .................................................................................................................. 68 6.2.2.3. Structural Support .................................................................................................... 68 6.2.2.4. Prefabricated Formwork ........................................................................................... 68 6.2.2.5. Stay-in-Place Steel Deck Forms ............................................................................... 68 6.2.2.6. Stay-in-Place Prestressed Concrete Deck Forms ..................................................... 69 6.2.3. Falsework Design and Construction ............................................................................... 69 6.2.3.1. Design Loads ............................................................................................................ 69 1. Vertical loads: ...................................................................................................... 69 2. Horizontal loads ................................................................................................... 69 a. Wind Load ...................................................................................................... 69 b. Stream flow ..................................................................................................... 70 c. Lateral fluid pressure ...................................................................................... 70 d. Minimum Horizontal Load ............................................................................. 71 3. Load Combinations .............................................................................................. 71 4. Slenderness .......................................................................................................... 71 6.2.3.2. Allowable Design Stresses ....................................................................................... 71 1. Timber .................................................................................................................. 72 2. Steel ..................................................................................................................... 72 3. Other requirements .............................................................................................. 73 4. Manufactured Assemblies .................................................................................... 73 6.2.3.3. Foundation ................................................................................................................ 73 6.2.3.4. Deflection ................................................................................................................. 74 6.2.3.5. Clearance .................................................................................................................. 74 6.2.3.6. Construction ............................................................................................................. 74 1. Falsework Over or Adjacent to Roadways and Railroads ................................... 75 2. Falsework for Steel Structures ............................................................................. 76 6.2.4. Formwork Design and Construction .............................................................................. 76 6.2.4.1. General ..................................................................................................................... 76 6.2.4.2. Design ...................................................................................................................... 77 6.2.4.3. Construction ............................................................................................................. 77 6.2.4.4. Tube Forms .............................................................................................................. 77 6.2.4.5. Stay-in-Place Forms ................................................................................................. 78 6.2.5. Removal of Falsework and Forms .................................................................................. 78 6.2.5.1. General ..................................................................................................................... 78 6.2.5.2. Time of Removal ...................................................................................................... 79 6.2.5.3. Extent of Removal .................................................................................................... 79 6.3. COFFERDAMS AND SHORING .................................................................................... 80 6.3.1. General ........................................................................................................................... 80 6.3.2. Protection of Concrete .................................................................................................... 80 6.3.3. Removal ......................................................................................................................... 81 6.4. TEMPORARY WATER CONTROL SYSTEMS ........................................................... 81 6.4.1. General ........................................................................................................................... 81 6.4.2. Working drawings .......................................................................................................... 81 6.4.3. Operation ........................................................................................................................ 81 6.5. TEMPORARY BRIDGES ................................................................................................. 81 6.5.1. General ........................................................................................................................... 81 6.5.2. Detour Bridges ............................................................................................................... 81 viii MOMRA Bridges Construction Specifications 6.5.3. Haul Bridges ................................................................................................................... 82 6.5.4. Maintenance .................................................................................................................... 82 6.6. MEASUREMENT AND PAYMENT ................................................................................ 82 6.7. REFERENCES .................................................................................................................... 84 SECTION 7. PILING AND DRILLED SHAFTS CONSTRUCTION ......... 85 7.1. DESCRIPTION ................................................................................................................... 85 7.2. SUBMITTALS .................................................................................................................... 85 7.2.1. Contractor Qualifications and Equipment Adequacy ..................................................... 85 7.2.2. Working Drawings .......................................................................................................... 86 7.3. MATERIALS ...................................................................................................................... 87 7.3.1. Driven Piles ..................................................................................................................... 87 7.3.1.1. ‎ Forms ...................................................................................................................... 87 7.3.1.2. ‎Casting ..................................................................................................................... 87 7.3.1.3. Finish ........................................................................................................................ 87 7.3.1.4. ‎Curing and Protection ............................................................................................... 87 7.3.1.5. ‎Prestressing ............................................................................................................... 87 7.3.1.6. ‎‎Storage and Handling ................................................................................................ 87 7.3.2. Drilled Shafts .................................................................................................................. 88 7.3.2.1. Concrete .................................................................................................................... 88 7.3.2.2. Reinforcing Steel ...................................................................................................... 88 7.3.2.3. Casings ...................................................................................................................... 88 7.3.2.4. Slurry ........................................................................................................................ 88 7.4. DRIVEN PILES CONSTRUCTION ................................................................................. 90 7.4.1. Preparation for Driving ................................................................................................... 90 7.4.1.1. ‎Site Work .................................................................................................................. 90 1. ‎Excavation ............................................................................................................ 90 2. ‎Pre-drilling to Facilitate Driving .......................................................................... 90 3. Additional Requirements for Predrilled Holes in Embankments ......................... 90 7.4.1.2. Preparation of Piling ................................................................................................. 90 1. Pile Heads ............................................................................................................. 90 2. Pile Shoes and End Plates ..................................................................................... 90 7.4.2. Pile Driving Equipment .................................................................................................. 91 7.4.2.1. Hammers ................................................................................................................... 92 1. ‎General ................................................................................................................. 92 2. ‎Drop Hammers ..................................................................................................... 92 3. ‎ Air Hammers ....................................................................................................... 92 4. ‎Diesel Hammers ................................................................................................... 92 5. ‎Hydraulic Hammers .............................................................................................. 93 6. ‎Vibratory Hammers .............................................................................................. 93 7. ‎Additional Equipment or Methods ....................................................................... 93 7.4.2.2. ‎Driving Appurtenances ............................................................................................. 93 1. ‎Hammer Cushion .................................................................................................. 93 2. ‎Helmet .................................................................................................................. 93 3. ‎Pile Cushion .......................................................................................................... 94 4. Leads .................................................................................................................... 94 5. ‎ Followers ............................................................................................................. 94 6. ‎Jetting ................................................................................................................... 94 ix Bridges Construction Specifications MOMRA 7.4.3. Driving ........................................................................................................................... 95 7.4.3.1. Heaved Piles ............................................................................................................. 95 7.4.3.2. ‎Obstructions ............................................................................................................. 96 7.4.3.3. ‎Installation Sequence ................................................................................................ 96 7.4.3.4. Limiting Driving Stresses ......................................................................................... 96 7.4.3.5. ‎Driving of Probe Piles .............................................................................................. 96 7.4.3.6. ‎Accuracy of Driving ................................................................................................. 96 7.4.4. ‎Determination of Nominal Resistance ........................................................................... 97 7.4.4.1. ‎General ..................................................................................................................... 97 7.4.4.2. ‎Static Load Tests ...................................................................................................... 97 7.4.4.3. ‎Dynamic Testing ...................................................................................................... 97 7.4.4.4. Wave Equation Analysis .......................................................................................... 98 7.4.4.5. Dynamic Formula ..................................................................................................... 98 7.4.5. Splicing of Piles ............................................................................................................. 98 7.4.5.1. Concrete Piles ........................................................................................................... 99 7.4.6. Defective Piles ................................................................................................................ 99 7.4.7. Pile Cut-Off .................................................................................................................... 99 7.5. DRILLED SHAFTS CONSTRUCTION .......................................................................... 99 7.5.1. Protection of Existing Structures .................................................................................... 99 7.5.2. Construction Sequence ................................................................................................... 99 7.5.3. Construction Methods .................................................................................................. 100 7.5.3.1. Trial Drilled Shafts ................................................................................................. 100 1. General ............................................................................................................... 100 2. Location and Depth ............................................................................................ 100 3. Failure to Demonstrate Ability .......................................................................... 100 4. Trial Shaft Approval .......................................................................................... 100 5. Site Restoration .................................................................................................. 100 7.5.3.2. Drilled Shafts.......................................................................................................... 101 1. Hole Excavation (1) ........................................................................................... 101 a. General .......................................................................................................... 101 b. Dry Method ................................................................................................... 101 c. Wet Method .................................................................................................. 101 d. Casing Methods ............................................................................................ 102 d1. Temporary Casing Construction Method .......................................................... 102 d2. Permanent Casing Construction Method ........................................................... 102 d3. Double Casing Method ...................................................................................... 103 d4. Obstructions ....................................................................................................... 103 2. Excavation Inspection ........................................................................................ 103 a. Inspection Equipment ................................................................................... 103 b. Removal of Excess Sediment and Water ...................................................... 103 c. Television Camera Inspection ....................................................................... 104 c1. Equipment .......................................................................................................... 104 c2. Drawings ............................................................................................................ 104 c3. Shaft Inspection ................................................................................................. 104 3. Exterior Casing .................................................................................................. 104 4. Reinforcing Steel Cage Construction and Placement ........................................ 105 a. General .......................................................................................................... 105 b. Access Tubes for Crosshole Sonic Logging (CSL) ...................................... 106 7.5.3.3. Concrete Placement, Curing and Protection ........................................................... 107 1. Tremies .............................................................................................................. 108 2. Concrete Pumps ................................................................................................. 108 7.5.3.4. Concrete Sampling ................................................................................................. 108 7.5.3.5. Consistency ............................................................................................................ 108 7.5.3.6. Defective Shafts ..................................................................................................... 109 7.5.4. Alternative Construction Methods ............................................................................... 109 x

Description:
ABBREVIATIONS. AASHTO. American Association of State Highway and Transportation Officials. ACI. American Concrete Institute. AF&PA. The American Forest & Paper Association. AISI. The American Iron and Steel Institute. AISC. American Institute of Steel Construction. ANSI. American National
See more

The list of books you might like

Most books are stored in the elastic cloud where traffic is expensive. For this reason, we have a limit on daily download.