SECTION B - Derry City Council

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APPENDIX 1/5: TESTING TO BE CARRIED OUT BY THE CONTRACTOR (CONTINUED) Frequency of Clause Work, Goods or Material Test Testing Test Certificate Comments Series 900 901 925 937 938 943 Aggregates for bituminous materials Required National quality management sector schemes apply Resistance to fragmentation (hardness) Resistance to freezing and thawing (durability Cleanness Resistance to Monthly fragmentation (N) Soundness (N) 1 per source Water absorption (N) Sieve test (mass Monthly passing 0.063 mm sieve) (N) Washing and sieving method to be used Shape Flakiness index (N) Monthly Blastfurnace slag Bulk density (N) 1 per 500 tonnes Soundness (N) Once every 4 months Dicalcium silicate 1 per 500 tonnes disintegration (N) Iron disintegration (N) Steel slag Bulk density 1 per 500 tonnes Required Volume stability (N) 1 per 500 tonnes Coarse aggregate for Resistance to polishing 1 per source surface courses (PSV) (N) Resistance to surface 1 per source abrasion (AAV) (N) Binders for bituminous materials Penetration (N) Softening point (N) 1 per 750 tonnes 1 per 750 tonnes Required National quality management section schemes apply. Modified binders should have a BBA HAPAS Roads and Bridges Certificate. In the event that no such Certificates have been issued, then in the interim, only modified binders undergoing BBA assessment should be considered for approval by the Project Manager. 128
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 900 (Continued) 903 to 907, 909 to 912, 914, 916, 925, 926, 929, 937, 938, 942, 943, 946 to 948 Bituminous mixtures Grading (N) For Audit Test purpose 929 Base and Binder Course Asphalt Concrete (Design Mixtures) Binder Content (N) Permanent Works - In situ air void content (N) Permanent Works - Refusal air void content (N) Permanent Works - Deformation resistance only Required National Highway Sector Schemes apply. Deformation resistance (design) Stiffness (design) 930 EME 2 Permanent Works - In situ air void content (N) Richness modulus (design) Duriez (design) Required Required Required The test certificate is the CE Mark for the mixture The test certificate is the CE Mark for the mixture Deformation Resistance (design) Stiffness (design) 911 Hot Rolled Asphalt surface course (Design Mixtures) Design Binder content 1 per source Required The test certificate is the CE Mark for the mixture 915 Coated chippings for application to Hot Rolled Asphalt Surfacings Hot sand test (N) 1 per source National Highway Sector Schemes apply. Rate of spread (N) 129
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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
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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 129: 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
Page 179 and 180: 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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