zilongwang/ReadingBank huggingface dataset:
Detail the program revenues and explain significant year-to-year changes (e.g. projected increase in enrollment and/or headcount). First, provide a summary table of projected revenues for the first three (3) years. Then, complete a separate detailed table for each year. Year Revenue % Revenue Change Year 1: 20XX-20XX Year 2: 20XX-20XX Year 3: 20XX-20XX Total: 3 Years’ Revenue Year 1 (20XX-20XX): Details Term Cohort Course Number Course Name Course Type Units Fee/Unit Headcount Revenue Fall I SMPD 283A Regulatory Affairs I Lecture 3 $900.00 15 $40,500.00 Fall I BUS 286 Project Management Lecture 3 $900.00 15 $40,500.00 Fall I SMPD 281A Clinical Development I Lab 3 $900.00 15 $40,500.00 Spring I SMPD 283B Regulatory Affairs II Lecture 3 $900.00 15 $40,500.00 Spring I BUS 224C Managerial Accounting & Financial Aspects of Medical Product Development Lecture 3 $900.00 15 $40,500.00 Spring I SMPD 281B Clinical Development II Lab 2 $900.00 15 $27,000.00 Summer I SMPD 285 Internship or Practicum Supervision 1 $900.00 15 $13,500.00 Total 18 $243,000.00 Year 2 (20XX-20XX): Details Term Cohort Course Number Course Name Course Type Units Fee/Unit Headcount Revenue Fall II SMPD 283A Regulatory Affairs I Lecture 3 $900.00 20 $54,000.00
Fall II BUS 286 Project Management Lecture 3 $900.00 20 $54,000.00 Fall II SMPD 281A Clinical Development I Lab 3 $900.00 20 $54,000.00 Spring II SMPD 283B Regulatory Affairs II Lecture 3 $900.00 20 $54,000.00 Spring II BUS 224C Managerial Accounting & Financial Aspects of Medical Product Development Lecture 3 $900.00 20 $54,000.00 Spring II SMPD 281B Clinical Development II Lab 2 $900.00 20 $36,000.00 Fall I SMPD 286 Statistics in Clinical Trials Lecture 3 $900.00 15 $40,500.00 Fall I BUS 210 Developing & Managing People Lecture 3 $900.00 15 $40,500.00 Fall I SMPD 289A Clinical Trials I Lab 2 $900.00 15 $27,000.00 Spring I SMPD 287 Informatics in Medical Product Development Lecture 3 $900.00 15 $40,500.00 Spring I BUS 284C Managing Medical Product Development Lecture 3 $900.00 15 $40,500.00 Spring I SMPD 289B Clinical Trials II Lab 3 $900.00 15 $40,500.00 Summer I and II SMPD 285 Internship or Practicum Supervision 1 $900.00 35 $31,500.00 Total 35 $567,000.00 Year 3 (20XX-20XX): Details Insert Year 3 here. Mandatory Costs to Infrastructure Units The financial model needs to include the revenue sharing plan between the program and the “infrastructure units.” Units that provide services to self-supporting programs usually receive funds based on an allocation model approved by the President. Complete the table showing the distribution of revenue to the supporting units below:
Sample risk management plan What could go wrong? What will we do to prevent it from happening? What will we do if it does happen? Rain Marquees on standby Hall on standby Alternative date set Advertise new date Cancel event Move event indoors Lack of volunteers Advertise in school newsletter Announce need for volunteers at assemblies and meetings Provide incentives to volunteers – e.g. one free raffle ticket Ask for relatives to volunteer Involve and former students Increase volunteer hours Scale back or cancel event Cancellation of volunteers on the day Provide emergency volunteers on the roster Have a floating volunteer to cover busy stalls Reduce activities, competitions or stalls Merge stalls Lack of entertainment Book early Seek support from local community Ask other organisations Seek quotes from alternative companies Use DJ instead of live entertainment Limited items donated for food stalls Send plates home to all families one week before the event requesting donations Hold a baking day at school Buy from supermarket and transfer to plates Visitor gets food poisoning or has an allergic reaction to food Obtain food handling permits and adhere to regulations Train volunteers in safe food handling Ensure external food providers are professional and insured Ensure all food items are clearly labelled or signed Seek immediate medical attention Call insurance company and lawyers for advice Overspending All expenses are to be approved by the treasurer Seek approval from committee to increase budget Theft or loss of cash Provide bum-bags for money collection at the event Train volunteers in procedures Allocate cash collectors and counters in Inform the police Revise money-handling and collection procedures
Executed on behalf of the Academy by: ……………………….. Director and ……………………….. Director or ……………………….. Company Secretary or ……………………….. Witness Name: Address: The Corporate Seal of THE SECRETARY OF STATE FOR EDUCATION affixed to this deed is authenticated by: ……………………….. Duly Authorised
What is Genetic Divergence? What can it result in? Reproductive Isolating Mechanisms What are Reproductive Isolating Mechanisms? Define Prezygotic Isolation - What is a zygote? Types Behavior Isolation Temporal Isolation Mechanical Isolation Ecological Isolation Gametic Mortality Postzygotic Isolation Happens . . . Results in? Sturdy hybrids?
Session 1 Time (min) Learning Outcome(s) Activity/assessment Explanation, notes, suggestions, tips Preclass: 10 min Students will have NetLogo loaded on their computers Students will have completed any Instructor will check that NetLogo is loaded onto computer Simulation module will be provided to students in class Enter approx. class time for learning activity preparatory material presentation: 10 minutes Students will load module onto their laptops. Students will be able to run the simulation. Enter approx. class time for learning activity #1: 20 minutes Students will be able to: Apply their acquired knowledge of the role of selection pressures in speciation to predict frog color with varied female preferences for male color. Evaluate rates of color change with varied female color preferences. Define species. Making predictions/clicker questions Testing predictions with simulation Creating histograms Class discussion Brainstorming Think-pair-share Students might need additional explanations for reading histograms Alternative for large classrooms: run simulation as an in-class demonstration Can run black and white version of simulation for colorblind students Emphasize that female frogs are present, but not shown in simulation for simplicity (might have a discussion about use of simplified models in science) Enter approximate time for additional learning activities Apply their acquired knowledge of the role of selection pressures in speciation to design an Design an experiment to explore speciation further These are higher order thinking questions and will require some instructor guidance
Oil Carya cathayensis, C. hybrids, C. illinoiensis, C. laciniosa, C. ovata, Gevuina avellana, Lepidium hybrids, Linium hybrids, Prinsepia utilis, Quercus acutissima, Q. spp. and hybrids, Sapium sebiferum, Tetradium daniellii. Sugar Acer saccharinium, Gleditsia triacanthos, Sorghum hybrids. Biomass Acer saccharinium, Albizia julibrissin, Alnus glutinosa, Arundinaria gigantea, A. spp., Arundo donax, Bambusa textilis, Castanea mollissima, C. sativa, Chrysopogon zizanoides, Cornus sericea, Cortaderia selloana, Corylus avellana, Echinochloa polystachya, Elaeagnus umbellata, Gleditsia triacanthos, Lespedeza bicolor, Maclura pomifera, Melia azederach, Miscanthus sacchariflorus, M. sinensis, M. x. giganteus, Morus alba, Panicum virgatum, Pennisetum purpureum, Phalaris arundinacea, Phragmites australis, Phyllostachys spp., Populus euphratica, P. hybrids, Populus nigra, P. trichocarpa, P. deltoides, Quercus spp., Robinia pseudoacacia, R. neomexicana, Rumex acetosa, R. patientia x tianschanicus, Salix eriocephala, S. hybrids, S. miyabeana, S. purpurea, S. viminalis, Sapium sebiferum, Sequoia semperviriens, Styphnolobium japonicum, Ulmus pumila. Industrial Starch Aesculus spp., Caesalpinia digyna, Corynocarpus spp., Cycas spp., Encephelartos spp., Hyphaene thebaica, Maclura pomifera, Macrozamia spp., Zamia spp.
Cold Temperate Arid Basic Starch Agave parryi. Balanced Carbohydrates Fagopyrum hybrids, Oryzopsis hymenoides, Quercus spp. and hybrids. Protein No candidates. Protein-Oil Cucurbita foetidissima, Helianthus dusickii, Pinus edulis, P. monophylla. Oil Quercus spp. Sugar No candidates. Biomass Quercus spp. Industrial Starch No candidates. Industrial Oil Prunus pedunculata.
Species BirdLife Capricornia 2013 Evelyn Cruden 1977/78 Bird Observers Club 1976 1924 RAOU Campout Centre staff Australasian Pipit 0 1 1 0 Australian Gannet 0 1 1 0 Australian Pelican 0 1 0 0 Bar Shouldered Dove 1 1 1 1 Barn Owl 0 0 0 0 1 Beach Stone-curlew 1 1 0 0 Black Falcon 1 0 0 0 Black-faced cuckoo Shrike 0 1 0 0 Black-faced Monarch 0 0 1 0 Brahminy Kite 1 1 1 0 Brown Booby 0 1 1 0 Brown Falcon 0 0 0 1 Brown Goshawk 0 0 0 1 Brown Honeyeater 1 1 0 0 Brown Songlark 0 0 0 0 Quail 1 0 0 1 Bush Stone-curlew 1 1 1 1 Caspian Tern 1 0 0 0 Channel Billed Cuckoo 1 0 0 0 Collared Kingfisher 1 0 0 0 Common Koel 1 0 0 0 Common Sandpiper 0 1 0 0 Crested Tern 1 1 1 1 Darter 0 0 1 0 Dollarbird 1 0 1 0 Eastern Reef Egret 1 1 1 1 Fan-tailed Cuckoo 0 1 1 0 Far-eastern Curlew 0 0 0 1 Figbird 1 0 0 0 Forest Kingfisher 0 1 1 1 Grey Fantail 0 1 0 0 Grey Shrike Thrush 0 0 1 0 Grey-tailed Tattler 1 1 1 0 Horsfields Bronze Cuckoo 0 0 1 0 Laughing Kookaburra 1 1 1 0 Leaden Flycatcher 1 1 1 0 Lesser Crested Tern 1 1 0 0 Lewin’s Honeyeater 1 0 0 0 Little Black Cormorant 0 1 0 0 Little Pied Cormorant 0 1 0 0 Magpie Lark 0 0 1 0 Mangrove Honeyeater 1 1 0 0 Masked Booby 0 1 1 0 Masked Lapwing 1 0 0 0 Nankeen Kestrel 1 1 1 0 Noisy Friarbird 1 1 0 1 Olive Backed Oriole 0 1 1 0
Sunbird 0 1 0 0 Osprey 1 1 1 1 Pallid Cuckoo 0 0 1 0 Peaceful Dove 0 1 0 0 Pheasant Coucal 1 1 1 1 Pied Cormorant 1 1 1 1 Pied Oystercatcher 1 1 1 1 Rainbow Bee-eater 1 1 1 1 Rainbow Lorikeet 0 1 0 0 Rose-crowned Fruit Dove 0 0 1 0 Rufous Fantail 0 0 1 0 Rufous Whistler 1 1 1 0 Sacred Kingfisher 1 1 1 0 Satin Flycatcher 0 1 1 0 Scaly-breasted Lorikeet 0 1 0 0 Shining Bronze Cuckoo 0 1 0 0 Silver Gull 1 1 1 1 Silvereye 0 1 0 0 Singing Bushlark 0 1 0 0 Sooty Oystercatcher 1 1 1 0 Southern Boobook 1 0 0 1 Spangled Drongo 1 1 1 0 Spectacled Monarch 0 0 1 0 Straw-necked Ibis 0 1 1 0 Striated Heron 0 0 0 1 Torresian Crow 1 1 1 1 Tree Martin 1 0 0 0 Varied Honeyeater 0 0 0 1 Varied Triller 1 0 0 0 Welcome Swallow 1 1 1 0 Whimbrel 1 0 1 0 Whistling Kite 0 0 0 0 White-faced Heron 1 1 1 1 White-bellied Cuckoo Shrike 0 1 0 0 White-bellied Sea Eagle 1 1 1 1 White-eared Monarch 0 0 1 0 White-throated Gerygone 0 1 1 0 Willie Wagtail 0 1 0 0 Zebra Finch 0 0 0 1 Totals 42 53 45 23 1 Total number of species for North Keppel Island from all sources = 87
Common names associated with this taxon. Description: Option of: □ Summary Description □ Full Description Tick preferred option for display on opening of species page, but both should be accessible through tabs Free text Common features – morphology / appearance / characteristics used to identify the species. If the description is taken largely from a publication, include the full reference, and state that the description is extracted from this reference Please cite the description provided here as Author, date, title, journal, vol, page numbers Growth form/s: Optional A commonly used descriptor of the type of animal, for example megaherbivore, small mammal, raptor, pelagic fish, benthic worm Ecology: Mandatory Free text Describe relationship between the organism and its environment Movement: Optional Free text Indicate if sessile or mobile, any migration (horizontal, vertical, seasonal etc), residency. Also note if unknown Reproduction: Optional Free text Reproductive strategy, seasonality Life cycle: Optional Free text Trophic strategy: Optional Free text Trophic level, feeding method Habitat: Mandatory Marine Estuarine Freshwater Terrestrial Free Text. Any additional information Mandatory Inshore Offshore(>30m) Intertidal Benthic Pelagic Planktonic
Order: Family: Scientific Name: Common Name: AZA Management: Green Yellow Red None Photo (Male): Photo (Female): NATURAL HISTORY: Geographic Europe Asia North America Neotropical Africa Australia Other Habitat: Forest Desert Grassland Coastal Riverine Montane Circadian Cycle: Diurnal Crepuscular Nocturnal Cold Tolerance: To 70° F To 60° F To 50° F To 40° F To 30° F To 20° F Other Heat Tolerance: To 30° F To 50° F To 70° F To 90° F To 110° F Other Diet: Frugivore Carnivore Piscivore Insectivore Nectivore Omnivore Folivore Other (Add Below) Captive Dietary Needs: Life Expectancy in the Wild: Males: Females: Life Expectancy in Captivity: Females: BREEDING INFORMATION:
Tick the subjects you are asking to be exempted from. Please note exemptions are for PQE students only. Prices are listed in GBP £160 per subject Group 1 Introduction to shipping Legal principles in shipping business Economics of sea transport & international trade Shipping business Not applicable Group 2 Dry cargo chartering Not applicable Ship operations and management Not applicable Ship sale & purchase Not applicable Tanker chartering Not applicable trades Not applicable Port agency Not applicable Logistics & multi-modal transport Port & terminal management Offshore support industry Not applicable Shipping law Marine insurance Shipping finance Declaration I confirm that all of the information on this form is accurate. Date __ __ / __ __ / __ __ Signature______________________________________________ Institute of Chartered Shipbrokers Greek Branch 1 Platonos & , 18535 t. +30 210 4125945 f. +30 210 4125947 helmc@otenet.gr
Data Concerned: The data of natural persons who register online following the publication of a call for expression of interest for the establishment of a list of prospective individual experts and who can be selected to sign a contract with Fusion for Energy for the provision of specific expertise. are Calls for expression of interest for experts published on Fusion for Energy website in two areas: I. Technical experts: Call for expression of interest for the establishment of a list of prospective individual experts to provide technical expertise to ‘Fusion for Energy’ was published on F4E website and in the Official Journal in 2008 (2008/C 169/05); The list following this Call expires 3rdh of July 2013 and therefore no new contracts with experts from this list could be signed any longer after that date. Existing expert contracts are being followed up according to this procedure. II. Adjudicators: Call for expression of interest for the establishment of a list of prospective individual experts to act as adjudicators for disputes arising from Operational Contracts of Fusion for Energy (F4E D_082626) was published on F4E website on 30 2010. The list established on the basis of this Call is valid until 30 March 2015. The files of adjudicators experts are dealt with in the same manner as the ones for technical experts. For details see: http://www.fusionforenergy.europa.eu/careers/workingasexpert.aspx Categories of data: At the registration to the list stage: - Personal and contact information – information related to identity, gender, date of birth, town and country of birth, nationality, passport number, address, contact details. - CV which may contain information related to identity, nationality, gender, contact details, professional experience, education and training, personal skills and competences, languages, social skills, organisation skills, technical skills, computer skills, artistic skills, driving skills. - Photo, not requested, sometimes provided by applicants spontaneously. All the information is provided directly by the applicant through the application form online (https://experts.f4e.europa.eu/Submissions.aspx) and goes automatically to the online database, mentioned under point 4 (see the print screen of Application Form attached in Annex I). At the selection
SPECIFIC TOPIC CALL FOR 2016 GRANT APPLICATIONS In 2016 BSAC gave priority to the following research topics for Research, Education & Project grant applications: Diagnostics: More optimal/effective use of antimicrobials through PK/PD in clinical practice Prognostic markers of bacterial infection (i.e. When is an antibacterial indicated?) Prognostic markers of infection with microorganisms resistant to empirical treatment regimens (i.e. When is a broad-spectrum antibacterial indicated?) Can better use of existing or new laboratory diagnostics including biomarkers support better stewardship across healthcare communities? Antimicrobial Stewardship: The impact of resistance or antimicrobial consumption surveillance on patient outcomes in community, long term care and acute facilities Innovative promotion of behaviour change science in prescribing in all healthcare settings Impact of educational solutions / guidelines etc. on stewardship practice / infection treatment outcomes [could be systematic review] Impact of sepsis campaigns on optimal antibiotic use / stewardship or use of “older agents” used in stewardship on clinical outcomes Wherever possible projects should be cross disciplinary and take account of the One Health Agenda
Prime, Primer Sealing, Sealing, Resealing and Enrichment Rockbase Sealing Signs (supply only) Steel fabrication Steel reinforcing Structural Components for Bridges including, but not limited to, beams, bearings, expansion joints and piles SPECIFICATION AMENDMENT CHECKLIST Specification: 201 – WORKS QUALITY SYSTEMS Revision No: ______ Project Manager: Name: _______________Signature: _____________Date:________ Checked By: Name: _______________Signature: _______________Date:________ Contract No: _______Contract Description: __________________________________ ITEM DESCRIPTION SIGN OFF Note: All changes/amendments must be shown in Tracked Change mode until approved. 1. Project Manager has reviewed Specification and identified Additions and Amendments. 2. CONTRACT SPECIFIC addressed? – Contract specific materials/products/clauses added? (Refer Specification Guidance Notes for guidance). 3. Any unlisted Materials/Products proposed and approved by the Project Manager? – if “Yes” provide details at 15. 4. Standard Clauses amended? – MUST SEEK approval from Manager Commercial 5. Clause deletions shown as ‘NOT USED’. 6. Appropriate INSPECTION & TESTING parameters included in Spec 201 (Test Methods, Minimum Testing Frequencies verified). 7. ANNEXURES completed (Refer Specification Guidance Notes). 8. HANDOVER and AS CONSTRUCTED requirements addressed. 9. Main Roads QS has approved changes to SMM. 10. Project Manager certifies completed Specification reflects intent of the design. 11. Completed Specification – independent verification arranged by Project Manager 12. Project Manager’s review completed. 13. SPECIFICATION GUIDANCE NOTES deleted. 14. TABLE OF CONTENTS updated. 15. FOOTER updated with Document No., Contract No. and Contract Name.
3 Optical Fiber Cable 3.1 Cross section Fiber Jelly tube Non-metallic strength member (FRP) Inner sheath Aramid yarn Compoud Outer sheath 3.1.1 Dimension of the Amount. of Max. numb of fiber in one tube *Nom. thickness of inner sheath **Nom. thickness of sheath Overall diameter (Approx.) Weight (Approx.) mm mm mm kg/km 48 12 0.8 1.7 12.9 140 minimum thickness of the sheath is 0.6mm minimum thickness of the sheath is 1.5mm 3.1.2 code Fiber color code Position Fiber color
3.2 Performance Mechanical & Environmental requirements NO ITEM TEST METHOD SPECIFICATION 1 Tensile performance IEC749-1-E1 -Max. Load: 4650 N - No fiber break - No sheath damage 2 Impact test IEC794-1-E4 - Impact hight:1m - Impact weight:450g - Number of impacts: 25 - Impact rate: 3 - No fiber break - No sheath damage 3 Crush test IEC749-1-E3 - Load: 2200 N - Time: 1 minute - Length: 100 mm - No fiber break - No sheath damage 4 Repeated bending IEC794-1-E6 - Bending dia.: 20 x D - Load: 150N - Flexing rate: 3sec/cycle - No. of cycle: ≥30 - No fiber break - No sheath damage 5 penetration IEC794-1-E5B - Height of water: 1m - Sample length: 3 m - Time: 24 hr - No drip through the cable core assembly 6 / Torsion IEC794-1-E7 - Length: 1 m - Load: 150N - Twist rate: 6sec/cycle - angle: ±180° - No. of cycle: 10 - No break - No sheath damage 7 Temperature Cycling IEC794-1-E1 - Temperature step: +20oC→ -40oC→+70oC →+20oC - Number of cycle: 2 - Time per each step: 12 hrs - Average Loss change  0.05dB/km (90%) - Maximum Loss change  0.15dB/km (100%) @1550 nm - No break - No sheath damage D*: Cable diameter
REVISION REGISTER Clause Number Description of Revision Authorised By Issue Date document Reformatted SCO 17/04/2017 Guidance Notes Change of Specification custodian RDSM 11/07/2007 Whole document Complete revision of No 3.0 to new format MCP 01/08/2006 CONTENTS Clause Page No 407.01 Scope 4 407.02 References 4 407.03 Definitions 4 407.04 –407.05 NOT USED 5 PRODUCTS AND MATERIALS 5 407.06 Concrete 5 407.07 Joint Fillers and Sealants 5 407.08 Curing Compounds 5 407.09 Kerb Backfill 5 407.10 – 407.25 NOT USED 5 CONSTRUCTION 5 407.26 General 5 407.27 Setting Out 6 407.28 Surface Preparation 6 407.29 Extruded 6 407.30 Kerb Openings 6 407.31 Curing 6 407.32 Joints 7 407.33 Tolerances 7 407.34 Special Features 7 407.35 Backfilling 7 407.36 Medians and Traffic Islands 7 407.37 Kerb Repairs 8 407.38 – 407.80 NOT USED 8 AS AND HANDOVER REQUIREMENTS 8 407.81 – 407.90 NOT USED 8 CONTRACT SPECIFIC REQUIREMENTS 8
2.36 55 - 75 40 - 48 41 - 53 41 - 53 33 - 41 1.18 38 - 57 25 - 32 29 - 39 29 - 39 22 - 32 0.600 26 - 43 18 - 24 19 – 27 19 – 27 15 - 23 0.300 15 - 28 12 - 17 12 – 20 12 - 20 10 - 18 0.150 8 - 18 8 - 12 7 – 12 7 – 12 6 - 11 0.075 4 - 11 3 - 5 3 - 7 3 - 7 2 - 5 Binder Content (by percentage mass of mixture) 6.0% 0.3% (Class 170 Bitumen) 5.4% 0.3% (Class 170 Bitumen) Minimum 5.0% (Class 320 Bitumen) NOTE 1 Minimum 5.0% (A15E) NOTE 1 4.7% 0.3% 320 Bitumen) Hydrated Lime (by percentage mass of total aggregate) 1.5% 1.5% 1.5% 1.5% 1.5% Note 1: the bitumen content shall be adjusted to produce air voids and VMA complying with the limits shown in Table 504.B1 but shall not be lower than the minimum bitumen content. TABLE 504.B3 MARSHALL PROPERTIES OPEN GRADED ASPHALT (75 BLOW COMPACTION) Values used as the basis of Mix Assessment Parameter Min Max Marshall Stability 4kN Marshall Flow 2.00mm 4.00mm Air (WA 733.2) 16.0% 21.0% 504.B4 OPEN GRADED ASPHALT MIX DETAILS Particle Size Distribution % Passing by Mass AS Sieve Size mm 10mm Granite Open Graded Asphalt 13.20 100 9.50 90 – 100
4.75 30 – 40 2.36 10 – 16 1.18 8 –14 0.30 4 – 10 0.075 2 –4 Binder Content (A20E) 4.5% 0.3% (by percentage mass of mix) Hydrated Lime (by percentage mass of total aggregate) 1.5% ANNEXURE 504C SPECIFIC CONTRACT REQUIREMENTS MATERIAL TRANSFER VEHICLE A material transfer vehicle is required to be used for the following layers. Location Yes No ECHELON PAVING Echelon paving is required to be used for the following areas. Location Yes No
SCHEDULE OF WORKS Section Length (m) Width (m) Area (m²) Binder Application Rate (litres/m²) Volume of Undiluted Emulsion From To (litres) (Insert appropriate details of all required enrichments. Supplement with drawings, diagrams, etc necessary) ANNEXURE 506B
MAIN ROADS Western Australia BITUMINOUS SURFACING - CONTRACTORS RECORD DATE: BASE MATERIAL PAVEMENT SURFACE AGGREGATE BITUMEN TOTAL QTY OF TYPE TYPE ** 50 170 Emulsion BITUMEN USED CONTRACT NO: TYPE TYPE SIZE DUMP SOURCE TIE IN POINTS FROM TO CONDITION CONDITION ** Dusty Pre-coated Damp ADHESION AGENT LITRES AT 15.0°C DISTANCE SIDE OF ROAD SPRAYED AREA Road Temperature BINDER COMPONENTS ORDERED APPLICATION RATES Spray Temperature BINDER QUANTITY USED Cover Aggregate Used ACTUAL APPLICATION RATES % OF ORDERED APPLICATION RATES BINDER COMPONENT QUANTITIES USED AT 15° C Spray No. From To Left/ Right Full Width Length Width Area Component No.1 Component No.2 Component No.3 Additive Adhesion Binder at 15 °C Cover Aggregate Dip Before Spraying Dip Spraying Quantity Sprayed Hot Quantity Sprayed at 15°C Binder Hot Binder at 15° C Cover Aggregate Binder at 15° C Cover Aggregate Component No. 1 Component No. 2 Component No. 3 Additive m m m m m² % % % % l /m² m²/m³ °C l l l l m³ l /m² l /m² m²/m³ % % l l l Kg 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29
Component 2 _______ L OR _________ L @ _______ C SIGNATURES : Component 3 Adhesion Agents _______ _______ L L OR _________ L @ _______ C Contractor’s Rep Description of Components 1 ______________________________________________________________ 2 ______________________________________________________________ 3 _______________________________________________________________ Superintendent
6 day 800g/m2 maximum Set and cure time (cohesion test) AGPT-T271 30 minutes 12kN.m minimum 60 minutes 20kN.m minimum 507.23 MICROSURFACING PRODUCTION Prior to the commencement of the production of the microsurfacing product in accordance with the approved mix design, the Contractor shall submit test certificates and records that certify to the Superintendent that: HOLD POINT the properties of all materials comply with the Specification; the source of the aggregate shall comply with the Specification; 507.24 PRODUCTION TOLERANCES Microsurfacing shall be manufactured to the approved mix design within the maximum permitted variations specified in Table 507.4 – Maximum Permitted Variation From Approved Mix Design. Tolerances TABLE 507.4 MAXIMUM PERMITTED VARIATION FROM APPROVED MIX DESIGN Maximum Permitted Variation from Approved Particle Size Distribution (% Passing by Mass) Sieve Size Size 3 Size 4 Size 5 Size 7 Size 10 13.2mm Nil Nil Nil Nil Nil 9.50mm Nil Nil Nil Nil ± 7 6.70mm Nil Nil Nil ± 7 ± 7 4.75mm Nil ± 6 ± 6 ± 6 ± 6 2.36mm ± 5 ± 5 ± 5 ± 5 ± 5 1.18mm ± 5 ± 5 ± 5 ± 5 ± 5 0.60mm ± 4 ± 4 ± 4 ± 4 ± 4 0.30mm ± 3 ± 3 ± 3 ± 3 ± 3 0.15mm ± 2 ± 2 ± 2 ± 2 ± 2 0.075mm ± 1.5 ± 1.5 ± 1.5 ± 1.5 ± 1.5 Maximum Permitted Variation from Approved Binder Content + 1.0% and –0.5%
ANNEXURE 507A SCHEDULE OF WORKS Works Item (Section Nos) From ¹ (SLK) To ¹ (SLK) Length (km) Width (m) Side ² Area (m²) Comments Road Name 1 1 2 3 Etc. Road Name 2 1 2 3 Etc. Road Name 3 1 2 3 Etc. Note 1: SLK denotes Straight Line Kilometre distance values for “From” and “To”. Alternatively, section limits may be described using chainages. Note 2: “L, C, R” denotes “Left”, “Centre”, or “Right”. Leave “Side” column blank if width value in previous column is entire seal width. GUIDANCE NOTES FOR REFERENCE ONLY – DELETE GUIDANCE FROM FINAL DOCUMENT
Thickness (mm) AS 3706.1 1.6 – 2.0 Note 1 – test shall be completed using Class 170 bitumen as per AS 2008. The sample of bitumen shall be reheated only once. Note 2 – results are to be reported for both fabric directions. Test specimens are to be exposed for a period of 500 ± 50 hours with a total exposure of 630 KJ/m2. Note 3 – geotextile fabric shall be dry conditioned prior to testing. A roll of geotextile fabric shall: Geotextile Roll Be rolled on to a PVC tube Be evenly wound on to the tube to create square ends with the roll varying no more than 40mm in rolled width Be within 50mm of the ordered width for the full length of the roll Not be shorter than the ordered length and be no more than 1m longer. When stored Geotextile fabric be: Storage wrapped with a waterproof opaque material including the ends of rolls stored in a shed away from direct sunlight and rain kept off the ground and away from any source of moisture. Rolls of Geotextile fabric shall show the manufacturer’s name, batch number and date of manufacture. Labelling Geotextile fabric shall be used within 2 years of the date of manufacture. Age The Contractor test the geotextile fabric for conformance to the properties in Table 511.15 and at the testing frequency shown in Specification 201 QUALITY SYSTEMS. Testing shall be undertaken in a laboratory accredited by NATA or a laboratory accredited by a body that is signatory to the ILAC Mutual Recognition Agreement. Compliance Testing 511.21 – 511.80 NOT USED AS AND HANDOVER REQUIREMENTS 511.81 – 511.90 NOT USED CONTRACT SPECIFIC REQUIREMENTS 511.91 – 511.99 NOT USED
REVISION REGISTER Clause Number Description of Revision Authorised By Issue Date Page Nos 21 to 37 Date of Publication in Header amended SCO 21/04/2017 Whole document Reformatted SCO 18/04/2017 Clause 603.34.11 Minimum foundation depth for road safety barrier systems PDE 08/08/2016 Annexure 603A Ingal Civil Product Part No. deleted and limit of dynamic deflection revised for Ingal Flexfence Rope barrier PDE 29/08/2014 Annexure 603D Details of Approved Blockouts amended PDE 15/08/2012 Annexure 603B Notes numbered PDE 14/11/2011 Annexure 603A and Guidance Notes Sentryline II 4-Wire Rope Safety Barrier approved PDE 03/11/2011 603.12 Specification for Posts and Steel block-outs changed PDE 02/08/2011 603.14 Use of galvanized pre-stressing strands permitted PDE 24/02/2011 603.12 Item 9 – amended the requirement to use approved solid block-out on W-Beam SAME 19/05/2009 603.32 (b) – (g) Item (b) amended, new item (c) added Annexure 603D Additional information for Ingal Block and APC Blocks 603.14 Items 6 & 7 added SAME 20/08/2008 603.31 Item 6 added 603.32 Sub clause f 603.33 Item 9 added & 11(b) modified & 11(f) added Annexure 603A Sub clause c) added Annexure 603D ACP Solid block-out added to list of approved block-outs. CONTENTS Clause Page No GENERAL 5 603.01 Scope 5 603.02 References 5 603.03 Definitions 6 603.04 – 603.10 NOT USED 7 PRODUCTS AND MATERIALS 7 603.11 General 7 603.12 W-Beam and Thrie-Beam Barriers 8 603.13 Wire Rope Safety Barrier Systems 8 trial
ANNEXURE 603B 1.1 ROAD SAFETY BARRIER SYSTEMS REQUIREMENTS TABLE 603B.1 WIRE ROPE SAFETY BARRIER SYSTEMS Start Chainage End Chainage Test 1 Max Deflection (m) 2 Radius (m) 2 +ve concave -ve convex Note Locations where Crest/ Sag K Values < 30 3 Reference Line Side Offset Details of Position of Leading End Treatment 4 Details of Position of Departure End Treatment 4 Notes: Refer Table 2.3.19 of AS / NZS 3845:1999 This information controls the post spacing and the need for any special treatment.
705.04 – 705.05 NOT USED PRODUCT AND MATERIALS 705.06 1. All Optical Cables shall be External Loose Tube SMOF type unless otherwise specified. Loose Tube 2. All Pigtails and Patch cord / leads shall be SMOF type unless otherwise specified. SMOF All Pits, Conduits, Optical Fibre Cable and equipment shall: Specification 704 Comply with MRWA Specification 704 Cable Conduits & Pits for ITS, and Meet all functional requirements when installed at the specified locations. 4. Comply with applicable Australian Standards, or the appropriate International Standard. Australian Standards 705.07 – 705.10 NOT USED DESIGN REQUIREMENTS 705.11 GENERAL 1. This section provides supporting information to be taken into consideration when undertaking the design of the optical fibre system. It aims to ensure that new fibre routes make best use of existing and new infrastructure to maintain the integrity of new cables. 2. For Optical Fibre Backbone Cable installations a minimum 30.0m of cable shall be stored / coiled in C8 pits no greater than 1,000m apart for future installation requirements. Longitudinal Spare Cable 3. For Optical Fibre Cables to be entered into an Underground Splice Closure a minimum 15.0m plus 3.0m of cable for jointing requirements shall be provided. Underground Enclosure Spare 4. For Optical Fibre Cables to be entered into a FOBOT a minimum 15.0m of cable shall be stored / coiled in the nearest adjacent pit plus a minimum 3.0m of cable for splicing requirements shall be provided. FOBOT Spare 5. For Optical Cables in each change of direction pit (road crossing etc.) a minimum of 6.0m of cable shall be stored / coiled in each change of direction pit. Change of Direction 6. Optical Fibre Backbone Cables shall contain a minimum 120 Fibres. To extend an existing Backbone Cable, written approval is required from the MRWA AMTS for the installation of a new Optical Fibre Backbone Cable that has less than 120 Fibres but the same amount, or greater, fibre cores as the existing Optical Fibre Backbone Cable. Backbone Size
SPECIFICATION 712 REVISION REGISTER Date Clause Number Description of Revision Authorised By 21/06/2016 712.01 712.72 Updated Traffic Signal Specification Scope to reference Vehicular Signals Design Guidelines and changes made to Traffic Signal Clearance Requirements TSE/EE 16/05/2016 Whole Document Editorial and clauses added TSE/EE 20/2/2015 712.07 712.59 Updated temporary works requirements and detector loop tail length EE 18/2/2015 712.13.2 Reference to correct colour Code P33 replaced with T33 EE 26/02/2014 Whole document Whole document EE 02/12/2011 712.13.2 Annexure Item 11 Formatting EE 04/11/2011 712.77 Give way to Pedestrian signs EE 10/08/2011 712.91.01 to 06. Annexure D Clauses renumbered and new items 1 and 5 were added. Annexure D added. EE 15/11/2010 712C Appendix C added EE 03/03/2010 712.15.5 Clause amended EE 29/10/2009 712.14 All previous clauses replaced EE 03/06/2009 712.13 Items 10 & 11 have been added EE 712.74 Amended Table 712.1 Amended
712.46 – 712.50 NOT USED CABLE INSTALLATION 712.51 INSTALLATION AND TERMINATION OF CABLES 712.51.01 GENERAL 1. All sizes and wiring arrangements shall comply with the provisions listed below unless otherwise specified on the Drawings: Sizes & Wiring Arrangements a) At intersection traffic signals using a star system of wiring, the posts shall be connected, by a 19 core cable, direct to the controller through the cable draw pits in accordance with the Drawings. Star System b) At intersection traffic signals using a pit system of wiring, the controller, termination pits and all cable pits adjacent to the traffic signal posts shall be connected by a 29 or 51 multicore ring main circuit as detailed on the Drawings. A 19 core cable shall be used to connect the post to the cable pit. Pit System c) At intersections with bad drainage, where the main road is floodway and where pits hold water for a long time, Posts shall be connected to the controller using Post Top Ring Main assembly and the installation shall be in accordance with the Drawings. Post Top Ring Main Assembly d) At all installations, Pedestrian Push Buttons shall be connected to the terminal strip by multicore cable having two core and earth 7/0.50 – 1.5mm². e) For all works, one continuous detector feeder cable for each detector loop shall be drawn through conduits from the loop detector pit near the detector loops to the controller. The use of cable joints or repairs is unacceptable. An approved cable joint is only allowed for loop cables in the loop pit. 2. Interconnecting cables shall be drawn through conduits. It shall be possible to remove and replace any cable without the need for the disconnection of other cables with the exception of Loop feeder cable. Cable Replacement 3. Any cables in which the insulation or sheathing is damaged before or during installation shall be replaced by the Contractor at his own expense. Powdered soapstone, talc or other approved lubricant may be used as required when pulling the cable into conduits. Particular care must be taken when the outer or inner sheath is being removed and only appropriate stripping tools shall be used at all times. Damaged Cable 712.51.02 TERMINATIONS
REVISION REGISTER Clause Number Description of Revision Authorised By Issue Date 801.01 801.02 801.30 801.33 801.34 Scope extended Specification 820 deleted 901 added Compaction requirements changed Perth sand penetrometer calibration requirement added Reference to Specification 901 instead of 820 Compaction requirements changed SDSE 16/10/2017 Whole document Reformatted SCO 20/04/2017 801.02 AS2868 deleted SDSE 10/11/2016 801.28 Clause 2 amended and reference to AS2868 deleted 802.29 Clause 5 amended 801.33 Note below Table 820.01 deleted Whole document Specification reviewed by Custodian, no changes made SDSE 17/08/2009 Minor formatting and updated Revision date in Footer to reflect document reviewed SCO/A Whole document Complete revision of Issue 1.4 to new format MCP 01/08/2006 CONTENTS Clause Page No GENERAL 4 801.01 Scope 4 801.02 References 4 801.03 – 801.05 NOT USED 5 PRODUCTS AND MATERIALS 5 801.06 – 801.25 NOT USED 5 OPERATIONS 5 801.26 Clearing 5 801.27 Survey 5 801.28 Excavation in General 5 801.29 Footings on Rock 6 801.30 Footings on Soil 7 801.31 Dewatering 7 801.32 Acceptance of Foundation Surface 7
REVISION REGISTER Clause Number Description of Revision Authorised By Issue Date Whole document Reformatted SCO 20/04/2017 802.06 URL to the list of approved RSW Systems amended SDSE 07/08/2015 802.06 URL to the list of approved RSW Systems shown A/SDSE 25/06/2013 802.08 Electrochemical Properties of Reinforced Fill Materials included SDSE 24/02/2010 Document Specification reviewed by Custodian, no changes made SDSE 17/08/2009 Minor formatting and updated Revision date in Footer to reflect document reviewed SCO/A 802.06 Accept use of polymeric reinforcing straps SDSE 13/12/2006 Whole document Complete revision of 1.1 to new format MCP 01/08/2006 CONTENTS Clause Page No GENERAL 4 802.01 4 802.02 References 4 802.03 – 802.05 NOT USED 4 PRODUCTS AND MATERIALS 4 802.06 Component Materials 4 802.07 Cement Stabilised Layer 5 802.08 Electrochemical Properties of Reinforced Fill Materials (Backfill) 5 802.09 – 802.25 NOT USED 6 DESIGN 6 802.26 General 6 802.27 Tender Submission 6 802.28 Full Design Documentation 6 802.29 – 802.40 NOT USED 7 INSTALLATION 7 802.41 Commencement 7 802.42 Installation 7 802.43 – 802.80 NOT USED 7
requirements for fill material proposed shape and surface finish of facing panels and proposed reinforcing elements with independent supporting evidence as appropriate. 802.28 FULL DESIGN DOCUMENTATION The Contractor shall be responsible for the design and preparation of all detailed specifications and Drawings for the manufacture and construction of the MSE structures. 802.29 – 802.40 NOT USED INSTALLATION 802.41 COMMENCEMENT At least 4 weeks prior to carrying out any work on the MSE abutments or walls the Contractor shall supply to the Superintendent full details of the proposed system, including four copies of all Drawings and specifications together with certification that the design has been checked and verified by an independent geotechnical engineer experienced in this form of construction. HOLD POINT 802.42 INSTALLATION The MSE system shall be installed in accordance with the approved documented design. 802.43 – 802.80 NOT USED AS AND HANDOVER REQUIREMENTS 802.81 – 802.90 NOT USED CONTRACT SPECIFIC REQUIREMENTS 802.91 – 802.99 NOT USED ANNEXURE 802A BOREHOLE INFORMATION Borehole information is summarised or available as follows:
SPECIFICATION 821 FORMWORK GENERAL 821.01 SCOPE The work under this specification consists of the design and construction of formwork required for the proper construction of concrete for structures in the permanent Works to the tolerances specified herein. 821.02 REFERENCES Australian Standards, MAIN ROADS Western Australia Standards and MAIN ROADS Western Australia Test Methods are referred to in abbreviated form (e.g. AS 1234, MRS 67-08-43 or WA 123). For convenience, the full titles are given below: Australian Standards AS 1761 Helical Lock-Seam Corrugated Steel Pipes AS 3610 Formwork for Concrete Australian/New Zealand Standards AS/NZS 2271 Plywood and Blockboard for Exterior Use Main Roads Specifications Specification 820 CONCRETE FOR STRUCTURES 821.03 – 821.05 NOT USED PRODUCTS AND MATERIALS 821.06 GENERAL Formed concrete surfaces shall comply with the requirements of Section 3 of AS 3610. 821.07 OFF-FORM CONCRETE FINISHES Surface Finishes shall meet the requirements of AS 3610 to the classes designated on the Drawings.
GENERAL 825.01 SCOPE The work under this specification consists of the sandblasting of concrete surfaces. 825.02 REFERENCES Australian Standards, MAIN ROADS Western Australia Standards and MAIN ROADS Western Australia Test Methods are referred to in abbreviated form (e.g. AS 1234, MRS 67-08-43 or WA 123). For convenience, the full titles are given below: Australian Standards EPA Environmental Code of Practice – Abrasive Blasting Works Main Roads Specifications Specification 201 QUALITY SYSTEMS Specification 204 ENVIRONMENT 825.03 DEFINITIONS EXTENT OF SANDBLASTING – The extent of sandblasting shall be as shown on the Drawings. The suffix “X” following the surface finish class number signifies a sandblasted finish. Abrasion blast cleaning is identified as a SPECIAL PROCESS in accordance with Specification 201 QUALITY SYSTEMS . Special Process 825.04 – 825.05 NOT USED PRODUCTS AND MATERIALS 825.06 ABRASIVE CLEANING AGENT Sand or grit for abrasive blast cleaning shall preferably be non-siliceous (such as garnet), but if a siliceous sand is used it shall have a silica content of less than 5%. Silica Content 825.07 WATER The Contractor shall arrange that a suitable supply of clean water is available at the works site. 825.08 – 825.25 NOT USED OPERATIONS 825.26 PERSONNEL
REVISION REGISTER Clause Number Description of Revision Authorised By Issue Date 831.01 831.07 831.26 831.31 Scope amended for clarification Information added to clause regarding traceability Cutting methods Information added to comply with AS/NZS 5131 SDSE 02/07/2018 831.02 AS/NZS 1252.2, AS/NZS 5131, AS/NZS ISO 9001, ISO 9001 references added SDSE 24/04/2018 831.07 ‘AS 4100’ changed to ‘AS/NZS 5131’ 831.26 ‘AS 4100’ changed to ‘Clause 6.5 of AS/NZS 5131’ 831.29 ‘AS/NZS 1554.1 & 1554.2’ changed to ‘Clause 7 of AS/NZS 5131’ 831.31 Clause heading changed to compliance and traceability Clause 2 and 3 added document Reformatted SCO 04/05/2017 831.02 831.06 831.07 References to Standards Minimum thickness of Corrosion protection 01/09/2015 831.02 References - amendments to Standards title AS/NZS 1553.1 SDSE 23/09/2008 831.01 Reference to “sockets for balustrades and traffic barriers” deleted SDSE 21/12/2006 Whole document Complete revision of 1.2 to new format MCP 01/08/2006 CONTENTS Clause Page No GENERAL 4 831.01 Scope 4 831.02 References 4 831.03 Quality Control and Workmanship 5 831.04 – 831.05 NOT USED 5 PRODUCTS AND MATERIALS 5 831.06 Structural Steel for Plates, Bars and Sections 5 831.07 Nuts, Screws and Washers 6 831.08 Testing and Identification of Material 7 831.09 Damaged Steel 8 trial
Precision bolts and screws and associated nuts and washers & Prevailing torque locknuts Electroplated with zinc in conformity with the principles of AS 1897, or for sizes over M16, of AS 1789 - Classification Fe/Zn 12c Type C Socket head cap screws or chemical black finish plus a residual coating of light oil. Prior to placing into position in the bridge, socket head cap screws shall be de-greased and coated with approved zinc rich epoxy based primer. 831.33 TRANSPORT, HANDLING AND STORAGE The Contractor shall ensure that loading, transport, unloading, stacking and handling operations are carried out in such a way that the items are protected from distortion and that galvanised surfaces are protected from damage. The Contractor shall store components in such a manner that the freshly galvanised surfaces are protected from the attack of "white rust". 831.34 – 831.80 NOT USED AS BUILT AND HANDOVER REQUIREMENTS 831.81 – 831.90 NOT USED CONTRACT SPECIFIC REQUIREMENTS 831.91 – 831.99 NOT USED ANNEXURE 831A SUPPLY OF MINOR STEEL ITEMS BY THE PRINCIPAL Description Number Location Time of Availability (Weeks after Commencement of Contract)
SPECIFICATION 875 WATERPROOF MEMBRANE GENERAL 875.01 SCOPE The work under this specification consists of the installation of waterproof membranes to bridge structural elements, including the application of a bituminous surfacing prior to the placement of asphalt. 875.02 REFERENCES Australian Standards, MAIN ROADS Western Australia Standards and MAIN ROADS Western Australia Test Methods are referred to in abbreviated form (e.g. AS 1234, MRS 67-08-43 or WA 123). For convenience, the full titles are given below: Main Roads Specifications Specification 503 BITUMINOUS SURFACING Specification 509 POLYMER MODIFIED BITUMINOUS SURFACING Specification 820 CONCRETE FOR STRUCTURES Main Standards 6706-04-153 GUIDELINES FOR THE TIMING OF BITUMINOUS SURFACING TREATMENTS 71-05-1396 GUIDELINES FOR THE APPLICATION OF WATERPROOF MEMBRANES TO BRIDGE DECKS 875.03 – 875.05 NOT USED PRODUCTS AND MATERIALS 875.06 STRIP MEMBRANES All waterproof strip membranes shall be “Bituthene” products or similar approved. An alternative strip membrane with properties similar to that of Bituthene 3000 or 5000 may be used subject to the approval of the Superintendent. Waterproof strip membranes shall be applied at the following locations and/or as shown on the Drawings:
901.07 CLASS OF CONCRETE The Class of concrete shall be Normal-class as specified on the Drawings. Normal Class Concrete Unless otherwise noted slump and aggregate size is as follows: Maximum aggregate size 20mm Aggregate Size Maximum slump 100mm Slump Specifying Supply Parameters for Normal-class Concrete. Normal-class concrete shall be specified in accordance with AS 1379 including all of the following: Concrete Supply Standard strength grade to be designated as one of N20, N25, N32, N40 or N50; Strength The slump at point of acceptance; Intended method of placement; The maximum nominal size of aggregate and Project assessment to provide additional test data if required by the supplier. 901.08 – 901.25 NOT USED OPERATIONS 901.26 GENERAL Requirements for falsework shall be in accordance with Specification 819 FALSEWORK. Falsework Requirements for formwork shall be in accordance with Specification 821 FORMWORK. Formwork Requirements for steel reinforcement shall be in accordance with Specification 822 STEEL REINFORCEMENT. Reinforcement 901.27 MIXING OF CONCRETE Production and delivery for the concrete shall be in accordance with the requirements of AS 1379 except that additional water shall not be introduced into a mixed batch of concrete and the period for completion of discharge from the commencement of mixing shall not exceed 90 minutes. Batch Plant & Transit Mixers 901.28 PLACING OF CONCRETE Prior to the placement of any concrete, the Contractor must certify to the Superintendent that all falsework, formwork, reinforcement, levels, placement procedures and curing procedures to be employed comply with the requirements of the Technical Specification. HOLD
AS/NZS 2908.1 Cellulose – Cement Products Part 1 – Corrugated Sheets AS 3000/NZS Electrical installations AS 3014/NZS Electrical installations – electric fences AS 4534/NZS Zinc and zinc/aluminium – alloy coatings on steel wire AS 4671/NZS Steel reinforcing materials AS 4680/NZS Hot dipped galvanised (zinc) coatings on fabricated ferrous articles MAIN Test Methods MRWA 134.1 Dry Density Ratio Main Roads Specifications Specification 100 GENERAL REQUIREMENTS Specification 201 QUALITY SYSTEMS Specification 204 ENVIRONMENT Specification 301 CLEARING Specification 302 EARTHWORKS Specification 831 MINOR STEEL ITEMS Specification 901 CONCRETE – GENERAL Specification 908 ANTI-GRAFFITI 903.03 – 903.05 NOT USED PRODUCTS AND MATERIALS 903.06 CONCRETE FOOTINGS Concrete used in the construction of footings and any other concrete elements of fencing shall be in accordance with the Drawings and Specification 901 CONCRETE - GENERAL WORKS. Concrete shall be Class N20 unless otherwise specified in the Drawings. Reinforcing steel used in the construction of reinforced concrete footings, columns, coping and any other reinforced concrete elements of fencing shall be in accordance with AS/NZS 4671 and Specification 901. Reinforcing 903.07 BRICKS Bricks used in the construction of panels, piers and any other brick elements of fencing shall be clay bricks, uniform in shape, texture, colour and size, with sharp arises, free from distortion and other defects. Bricks shall have a minimum compressive strength of 17MPa. Brick Properties