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 Series 600 601, Acceptable material 631 to Class General Description 637, 1 General granular fill Grading/uniformity Twice a week 640 coefficient mc/MCV (N) 2 per 1000 m 3 up to max of 5 per day SMC of chalk (N) Twice a week 1C only Resistance to fragmentation Weekly (N) 2 General cohesive fill Grading Twice a week mc/MCV/PL Undrained 2 per 1000 m 3 up to shear strength (N) max of 5 per day 3 General Chalk fill mc (N) 2 per 1000 m 3 up to max of 5 per day 4 Landscape fill Grading/mc/MCV (N) Daily 5 Topsoil Grading Daily Test Certificate Required Comments 6 Selected granular fill Grading/uniformity coefficient 1 per 400 tonnes PL/LL(N) Resistance to fragmentation (N) Daily Weekly for on-site material* SMC (N) omc/mc, mc or MCV (N) Weekly 1 per 400 tonnes Organic matter/ water soluble sulfate (WS) (N) Oxidisable sulfides (OS) and total potential sulphate (TPS) content (N) pH/ chloride ion contents (N) Resistivety (N) Undrained and drained shear parameters Weekly Weekly Weekly 6F4 and 6F5 Size designation and overall grading catogory Maximum fines and oversize catogories Volume stability of blast furnace slag Volume stability of steel (BOF and EAF) slag Other aggregate requirements 1 per week 1 per week 6 monthly 6 monthly Annex C of BS EN 13242 124
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) Laboratory dry density and optimum water content 7 Selected cohesive fill Grading/ mc/MCV/ bulk Daily Required density (N) SMC of chalk (N) Twice a week PL/LL(N) Daily Organic matter/ water Twice a week or daily soluble sulfate (WS) (N) where sulphates are expected Oxidisable sulfides (OS) Twice a week or daily and total potential sulphate where sulphates are (TPS) content (N) expected pH/ chloride ion contents Weekly (N) Resistivety (N) [As Required] Undrained and drained [As Required] shear parameters Permeability (N) [As Required] 8 Miscellaneous fill mc/MCV (N) Daily 9 Stabilised materials Pulverisation 1 per lane width per mc/MCV/PL (N) Bearing ratio (N) 200 m length Pulvarised ash Chemical analysis 1 per consignment Furnace bottom ash Grading 1 per 300 tonnes Fill adjecent to cementatious Water-soluble sulphate 1 per 400 tonnes or per materials or metalic items (WS) content, oxidisable location if less than 400 sulfides (OS) and total tonnes potential sulphate (TPS) content (N) Earthworks material beneath surface of a road or paved central reserve Frost heave (N) Required (i) Off site source 1 every four months* (ii) On site source As required 125
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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
Page 75 and 76: 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 125: 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
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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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