SECTION B - Derry City Council

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APPENDIX 1/5: TESTING TO BE CARRIED OUT BY THE CONTRACTOR (CONTINUED) Clause Work, Goods or Material Test Frequency of Testing Test Certificate Comments Series 600 (continued) 609 621 Geotextiles Tensile load 1 per 400 square Permeability Pore size metres Required 612 Compaction of fills Required Method compaction Field dry density (N) As required End product compaction 614 Cement stabilisation to form capping Optimum mc (2.5 kg rammer/vibrating hammer method) (N) Field dry density (N) Rate of spread of cement Each class or sub class of material* 1 per 400 tonnes 1 per 500 square meters of cement spread Required 615 641 643 622 638 639 Lime stabilisation to form capping Rate of spread of lime 1 per 500 square meters of lime spread Earthworks for reinforced soil and anchored earth structures Available lime content Redox potential Each source of lime weekly during the stabilisation operation 5 locations withinthe affected area Drainage layers Grading 1 per 400 tonnes Chemical Analysis Required Reinforcing elements Coeff. Of friction Each type of element with each type of fill Anchor elements Adhesion 624 Ground anchorages Proof loading As required in Appendix 6/10 Required 626 Gabions Required Fill Grading 1 per 400 tonnes Geomesh PVC coated wire 642 Earthworks materials for corrugated steel buried structures 10% fine values (N) Each class or sub class Constrained soil modulus (M) of material 1 per 400 square metres 3 on each side ofeach structure Required (ASTM G23) Required 126
APPENDIX 1/5: TESTING TO BE CARRIED OUT BY THE CONTRACTOR (CONTINUED) Clause Work, Goods or Material Test Frequency of Testing Test Certificate Comments Series 800 801 General requirements for unbound Water-soluble sulphate 1 per 400 tonnes or Required 803 mixtures for adjacent to cement bound (WS) content (N) per location if less than 804 materials, concrete pavements, 400 tonnes 805 806 structures or products Oxidisable sulfides (OS) content and total 1 per 400 tonnes or per location if less than potential sulphate (TPA) 400 tonnes content (N) Unbound mixture beneath surface of a Frost heave (N) 1 per source road or paved central reserve Grading and fines 1 per week content Plastic index (N) Resistance to 6 monthly fragmentation (N) Resistance to wear micro-Deval test Resistance to freezing 1 per source and thawing (magnesium sulphate soundness) (N) Water absorption (N) Volume stability of blast 6 monthly furnace slags Volume stability of steel 6 monthly (BOF and EAF) slags CBR (N) 1 per sources and then monthly OMC/mc (N) Density (N) Water absorption (N) 821, 822, 823, 830, 831, 832, 834, 835, 840 Cement and other Hydraulically Bound Mixtures (HBM) Cement and other Hydraulically Bound Mixtures (HBM) Coefficient of linear expansion Tests for laboratory mixture design Tests specified in Table 8/14 and Table 8/15 Tests for laboratory mixture design Required 127
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SECTION B WORKS INFORMATION Part 1
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1.0 PREAMBLE TO THE SPECIFICATION 1
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Specification for Highway Works Sch
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Specification for Highway Works Sch
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2.0 SPECIFICATION APPENDIX 0/1: CON
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110 5mm STEEL EDGING 120 5mm STEEL
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530 FIRST CUT OF ALL GRASSED AND TU
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540 UNDERGROUND GUYING OF SPECIMEN
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Additional Clauses, Tables and Figu
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• Contamination: Do not mix topso
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o o Plant employed for transporting
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750 IMPORTED BOULDERS (DONEGAL GREY
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approved. o Size of Stone: Random s
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140 EXCAVATION OF SUBGRADES • Fin
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210 RESIN BOUND GRAVEL (FOR NEW VEH
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o o o Loosening: - Light and noncoh
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Q30 SEEDING/TURFING The Contractor
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o Type: 'Floranid Master' slow rele
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o 028 7775 0297 Properties of soil
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Section 1 in the Cemetery and 15-30
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Give notice before: o Setting out.
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o o with a fibrous root system exac
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290 SURPLUS MATERIAL o General: Rem
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- Distance from wall: 300mm approx
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502 PLEACHED TREES o Tree Pit Sizes
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Feathered Trees. 585 BACKFILLING MA
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Q40 FENCING 125 1100 MM HIGH MILD S
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o Other requirements: Gates to be p
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manufacturer’s specifications. Th
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o Manufacturer: Haddonstone (as sup
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Setting posts in concrete Standard:
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Standard, EN shall be taken to mean
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The steel is to be supplied to the
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The mortar shall be mixed as thickl
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with anti-corrosive treatments. Lig
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Covered electrodes used shall give
Page 77 and 78: 15 TESTS OF MATERIALS The Steelwork
Page 79 and 80: All weights and variations or other
Page 81 and 82: The Steelwork Sub-Contractor shall
Page 83 and 84: Dry film thickness: 75 micrometres.
Page 85 and 86: APPENDIX 0/3: LIST OF NUMBERED APPE
Page 87 and 88: Appendix 0/3 List A (Cont.) Volume
Page 93 and 94: List ‘B’ gives the list of Cont
Page 95 and 96: 83473/03 83473/04 83473/05 Landscap
Page 97 and 98: APPENDIX 0/5: SPECIAL NATIONAL ALTE
Page 99 and 100: Cancelled Clauses Clause No. 801NIC
Page 101 and 102: iv Unless otherwise specified all w
Page 103 and 104: Sector Schemes 10. The application
Page 105 and 106: APPENDIX AS QUALITY MANAGEMENT SCHE
Page 107 and 108: BS EN 1436 BS EN 1463-1 BS EN 1463-
Page 109 and 110: BS 4987 (11/03) Coated macadam (asp
Page 111 and 112: (11/03) Lloyd’s Register Quality
Page 113 and 114: SERIES 100 - PRELIMINARIES APPENDIX
Page 115 and 116: • High speed mobile internet conn
Page 117 and 118: APPENDIX 1/3: COMMUNICATION SYSTEM
Page 119 and 120: APPENDIX 1/5: TESTING TO BE CARRIED
Page 127: APPENDIX 1/5: TESTING TO BE CARRIED
Page 155 and 156: APPENDIX 1/6: SUPPLY AND DELIVERY O
Page 157 and 158: 1.7.4 Excavation and sealing of iso
Page 159 and 160: APPENDIX 1/8: OPERATIVES FOR THE PR
Page 161 and 162: APPENDIX 1/9: CONTROL OF NOISE AND
Page 163 and 164: The Contractor and his designer wil
Page 165 and 166: APPENDIX 1/12: SETTING OUT AND EXIS
Page 167 and 168: Contractor, • including awaiting
Page 169 and 170: APPENDIX 1/14: MONTHLY STATEMENTS T
Page 171 and 172: APPENDIX 1/16: PRIVATELY AND PUBLIC
Page 173 and 174: 1.7 The Contractor’s attention is
Page 175 and 176: (signage and coning) a minimum of 3
Page 177 and 178: APPENDIX 1/23: RISKS TO HEALTH & SA
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APPENDIX 1/24 : QUALITY MANAGEMENT
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The Quality Plan shall be submitted
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APPENDIX 2/2: FILLING OF TRENCHES A
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Posts: 60 x10mm thick at top reachi
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APPENDIX 4/1 ROAD RESTRAINT SYSTEMS
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APPENDIX 4/2: INFORMATION REQUIRED
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APPENDIX 5/1: DRAINAGE REQUIREMENTS
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APPENDIX 5/7 TERMOPLASTIC STRUCTURA
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APPENDIX 6/1 : REQUIREMENTS FOR ACC
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Table A6/1.1 (Continued): Acceptabl
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APPENDIX 6/3: REQUIREMENTS FOR EXCA
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APPENDIX 6/5: GEOTEXTILES USED TO S
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APPENDIX 6/7: SUB-FORMATION & CAPPI
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5 Rock cutting areas are to be left
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APPENDIX 6/10: GROUND ANCHORAGES, C
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APPENDIX 7/1: PERMITTED PAVEMENT OP
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BS 4987.2005: Clause 7.4 SCA2, SCA3
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APPENDIX 7/2: EXCAVATION AND REINST
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APPENDIX 7/4 : BOND COATS, TACK COA
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APPENDIX 11/1 : KERBS, FOOTWAYS AND
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APPENDIX 17/1 : CONCRETE - CLASSIFI
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APPENDIX 17/4 : CONCRETE - GENERAL
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APPENDIX 25/2: REQUIREMENTS FOR REI
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SECTION B - Derry City Council

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