zilongwang/ReadingBank huggingface dataset:
The reverse titration of silver ion with chloride ion using chromate as indicator is not feasible, the flocculated Ag2CrO4 formed initially, reacts slowly with chloride especially near the end point. Titration of iodide; and of thiocyanate is not successful because silver iodide and silver thiocyanate adsorb chromate ions so strongly that a false and indistinct end point is obtained. B- Formation of a soluble coloured compound (Volhard method): Used for determination chlorides, bromides, and iodides indirect method Indicator ferric nitrate or of ferric ammonium alum Medium Nitric acid solution Titrant standard potassium or ammonium thiocyanate Excess of standard silver nitrate solution is added, and the excess is back-titrated with standard thiocyanate solution. Ag+ + SCN− → AgSCN Fe+++ + SCN− → [FeSCN]++ ( reddish color) For the chloride estimation, we have the following two equilibria during the titration of excess of silver ions: Ag+ + Cl− → AgCl Ag+ + SCN− →AgSCN The two sparingly soluble will be in equilibrium with the solution hence: When the excess of silver has reacted, the thiocyanate may react with the silver chloride, since silver thiocyanate is the less soluble until the ratio [Cl−] / [SCN−] in the solution is 170. AgCl + SCN− →AgSCN +Cl− It is therefore absolutely necessary to prevent the reaction between the thiocyanate, and the silver chloride. This may be affected in several ways: The silver chloride is filtered off before back titration. After the addition of the silver nitrate, the suspension is boiled for about 3
The optimum pH range is between 7 and 10. , Dichlorofluorescein For chlorides, bromides, and iodides and thicyanate Stronger acid and may be utilised in slightly acid solution of pH greater than 4.4. Eosin bromides, and iodides and thicyanate (NOT FOR Cl-) Stronger acid and can used down to a pH of 1.2. The colour change is sharpest in an acetic acid d- Turbidity method: Liebig's method for cyanides. When a solution of silver nitrate is added to a solution containing cyanide ions (e.g. alkali cyanide) a white precipitate is first formed, but on stirring it re-dissolves owing to the formation of soluble stable complex cyanide, AgNO3 + 2 KCN → KAg(CN)2 + KNO3 or Ag+ + 2 CN− —— [Ag(CN)2] − When the above reaction is complete, further addition of silver nitrate solution yields the insoluble silver argento cyanide. Ag+ + [Ag(CN)2] −→ Ag[Ag(CN)2] The end point of the reaction is therefore indicated by the formation of permanent turbidity. In Denige's modification of Liebig method, iodide ion is used as indicator and aqueous ammonia is introduced to solubilise the silver cyanide: Ag[Ag(CN)2] + 4NH3 —— 2 [Ag(NH3)2]+ + 2CN− The iodide ion and ammonia solution are before the titration, the formation of silver iodide (as turbidity) will indicate the end point. [Ag(NH3)2]+ + I− → Agl + 2NH3
3:2 Age-standardised hospitalisation rates (a) of Indigenous children aged years, selected principal diagnoses, Northern Territory, 2001-01 to 2010-11 Annual change(b) Infectious and parasitic disease 45.5 47.2 42.7 41.6 37.7 44.5 35.9 37.2 33.1 31.4 24.5 -1.9* Disease of the respiratory system 64.1 61.2 69.7 68.8 54.0 52.8 52.1 51.1 59.6 58.0 61.3 -0.9 Injury, poisoning and certain other consequences of external causes 21.1 22.7 25.1 24.8 24.1 24.6 24.3 25.0 25.9 29.3 28.8 0.6 Total hospitalisations 253.6 252.0 257.1 250.6 233.5 240.8 225.8 237.9 258.9 258.1 244.7 -0.4 * Represent results with statistically significant increases or declines at the p < 0.05 level over the period (a) Directly-age-standardised by 1-year age groups the 2001 Indigenous children population in the Northern Territory (b) Average annual change in rates determined using linear regression analysis (c) % change between 2000-01 and 2010-11 based on the average annual change over the period Notes: Excludes separations with a principal diagnosis of care involving dialysis (Z49), care types 7, 3,9,10 and private hospitals in the NT Source: AIHW update of Aboriginal and Torres Strait Islander health Performance Framework 2010 report, Northern Territory Table 3:3: Selected nutrition related age-standardised hospitalisation rates (a) of Indigenous children aged 0-15, any diagnosis, Northern Territory 2000-01 to 2010-11 Annual over Nutritional anaemia(d) 32.2 33.2 32.6 34 27.3 23.7 21.6 16.6 15.7 19.1 14 -2.2* -68.3* 09 09 2009- 11
Details of any other UK HEI that partner has/had a collaborative arrangement with CQU will contact these HEI(s). What is the partner’s experience in delivering relevant curriculum? Prospectus Course curricula What is the partner’s experience in delivering collaborative provision with an HE partner? Please list other UK HE partners (current & previous), if applicable What are the human resources to deliver at HE level? Staff CV’s Staff development policy and procedures What physical resources are in to support course delivery and student learning? Site Visit Report (The SVR should be appended to this form.) For overseas institutions and those recruiting international students, what is the level of student English language courses/additional English language support
INSTRUCTIONAL DELIVERY VIDEO SERIES GUIDE Webinar 3 Part III of III Parts Best Practices Participant Goals To uderstand what students want from their education To uderstand why collaboration and data anlysis are necessary to plan effective instructional delivery To examine and apply methods that personalize instruction To examine and apply instructional best practices in the classroom to ensure effective teaching and learning. Facilitator To facilitate honest and open reflection about what is currently being done in your school To guide discussion about what can be taken from the instructional video and put into practice in your school Reflection 3-1 (slide # 3) Once again, we ask that you consider the message in this quotation by Dr. Sam Redding. Why do you think that we have selected this quote to be our signature quote? Record your reflection below. Statement 3-1 (slides #4 and 5) While it is best to view all three of these videos and to do so sequentially, you are encouraged to view as many as can be scheduled, perhaps as part of your professional development plans for the year.
- Student Learning Beginning Score Student Gain Score Goal-Setting Process Principals are responsible for setting professional growth goals that are tied directly to school improvement and improved student academic progress and/or to the school’s strategic plans that are developed and updated regularly. The number of goals set should not be so numerous that there are too many goals to reach; therefore, diminishing the resources and focus brought to reaching each goal. The evaluator and the principal meet to discuss the baseline data and review the annual goals. New goals are identified each year. The goal should be customized for the particular school and its particular student population. The principal’s and school goals should be aligned with division goals and the school improvement process. In fact, a strong school improvement process is synonymous to the goal setting process. The Student Academic Progress Goal-Setting Form on the following pages may be used for developing and assessing each annual goal. Goals should be measured at the beginning of the year, at midyear, and at the end of the year to determine the difference. In addition, there should be annual reporting and updates on annual goals and targets. Goal setting involves several steps, beginning with knowing where students as a whole are in relation to what is expected of them. Then, principals can set specific, measurable goals based on both the demands of the curriculum and the needs of the students. The next part of the process is recursive in that the principal creates and implements strategies and monitors progress, and then makes adjustments to the strategies, as needed. Finally, a summative judgment is made regarding goal attainment over a specific period of time. Figure 4.3 depicts these steps. Figure 4.3: Goal-Setting Process Examples of Measures of Student Academic Progress To be able to measure goal attainment, principals must identify valid measures of student academic progress appropriate to their school settings. Below are suggested focus areas for goal setting (not intended as an exhaustive list and each school division/school should determine valid measures that are appropriate for each unique school setting) that provide measures of student academic progress that focus on school improvement: Possible Examples of Measures Pattern of improvement in SOL assessment pass Pattern of improvement in subgroup achievement on SOL assessments Pattern of improvement across grade levels on SOL assessments Decrease in achievement gaps between and among subgroups on SOL assessments
What is a party hack? What is the difference between a stalwart and a half-breed? Why did Charles Guiteau shoot President Garfield? What is a mugwump? WWI Define the following: Archduke Franz Ferdinand Col. Edward House Neutrality The Zimmerman Telegram “Unrestricted Submarine warfare” Selective Service Act Food Administration – Herbert Hoover Preparedness Lusitania War Industries Board – Bernard M. Baruch Great Migration Growth of Labor Unions Committee on Public Information “Peace without Victory” The American Expeditionary Force – John J. Pershing Eugene V. Debs – 1920 election The 14 Points Sedition Act (1918) Treaty of Versailles (1919) Lloyd George War Reparations League of Nations Georges Clemenceau Warren G. Harding – the End of the Progressive Era
Recovering from Surgery After discharge from hospital it is Health and Social Care workers in the community who support patients. Following surgery, Allied Health Professionals will work with the patient whilst in hospital as an in-patient and most commonly, when they’ve been discharged. They will have out-patient appointments or even home visits to ensure the fullest recovery and return to independence is achieved. For example… Physiotherapist Role after a knee replacement…… Occupational Therapist Role after knee surgery, following discharge…. Dietician Role after gastric band surgery…. Podiatrist Role a bunionectomy……. Speech and Language therapist Role after brain tumour removal, causing some aphasia…
19. The support of former Alabama governor George Wallace in the 1968 presidential campaign best illustrates what? 20. List the major problems faced by President Nixon during his second term. 21. Who was the first president to visit China? Why did he go to China? 22. List some details about the 1970 invasion of Cambodia. 23. Who campaigned for the Democratic nomination in the 1968 presidential election? 24. "The right of an indigent defendant in a criminal to have the assistance of counsel is a fundamental right essential to a fair trial, and petitioner's trial and conviction without the assistance of counsel violated the Fourteenth Amendment." The quote above is from the decision of which of the following 1960s Supreme Court cases which reversed a Florida court's conviction and guaranteed defendants the right to counsel in noncapital cases in state courts? 25. The Berlin Wall was built because… 26. the following events in correct chronological order: I) U-2 flights confirm Soviet offensive missiles in Cuba II) CIA begins planning Bay of Pigs invasion III) John Kennedy inaugurated as president IV) Castro seizes power in Cuba V) U.S. announces a naval quarantine to prevent delivery of offensive missiles to Cuba 27. What are some major characteristics of the presidential election of 1960? 28. In which of the following did the U.S. oppose the actions of France and England in a 1956 crisis? 29. What happened during the Berlin Airlift? 30. What was policy recommended by American diplomat George Kennan in response to the growing influence of the Soviet Union in the early Cold War period?
2.2 Statement of financial position - liabilities (Complete the columns up to when you forecast all places to be fully operational and works completed) *If your organisation’s financial year ends on a date other than 30 June, complete in accordance with your financial year end, insert your financial year end date A B C D E F G Actual position at 30 June 2017 *DATE Actual if or forecast situation at 30 June 2018 *DATE Forecast situation at 30 June 2019 *DATE Forecast situation at 30 June 2020 *DATE (if applicable) Forecast situation at 30 June 2021 *DATE (if applicable) Forecast situation at 30 June 2022 *DATE (if applicable) Forecast situation at 30 June 2023 *DATE Current Liabilities $’000 $’000 $’000 $’000 $’000 $’000 $’000 Employee entitlements Accommodation Bonds, RADs, DAPs Creditors and accruals from parent/related organisations Loans from external organisations including financial institutions (provide details at 2.3) (D) Total current liabilities: Non-Current Liabilities $’000 $’000 $’000 $’000 $’000 $’000 $’000 Employee entitlements Loans from parent/related organisations Loans from external organisations including financial institutions Zero Real Interest Loan Other (provide details at 2.3) (E) Total non-current liabilities: (F) Total liabilities (D+E): Net Assets (C-F): 2.3 Please identify assets and liabilities Other current assets: Other non-current assets: Other current liabilities:
for Procurement Works ************million********thousand Japanese Yen (JPY***,***,000) Price for Installation Works ************million********thousand Japanese Yen (JPY***,***,000) - for Operation training ************million********thousand Japanese Yen (JPY***,***,000) 1.2.2 [Breakdown / Amount ]of Contract Price which is not covered by the Grant ************million********thousand Japanese Yen (JPY***,***,000) [If this 1.2.2 is not applicable, insert N/A.] Payment Schedule for Procurement Works Stage Amount of Payment Terms of Payment Required Documents for Payment Term-1 ******** million ******** thousand ******* Japanese Yen (JPY***,***,***) corresponding to one hundred percent (100%) of the Equipment Price for the Equipment paid upon shipment for Term-1 Completion of the shipment of the said Equipment for - Transport document * - Signed Commercial Invoice in triplicate - Packing List in triplicate - Insurance Policy in duplicate - An photocopy of Report of Pre-shipment Inspection issued by the Consultant ******** million ******** thousand ******* Japanese Yen (JPY***,***,***) corresponding to one hundred percent (100%) of the Equipment Price for the Equipment paid upon delivery for Term-1 Completion of the delivery of the said Equipment for - Signed Commercial Invoice in triplicate - Receipt of the Equipment issued by the Buyer
Part B: Information for Applicants Broadband for Seniors Preface The Australian Government Department of Families, Housing, Community Services and Indigenous Affairs (FaHCSIA or the Department) has a suite of documents (the Program Guideline Suite) which provide information relating to the program. They provide the key starting point for parties considering whether to participate in the program and form the basis for the business relationship between FaHCSIA and the funding recipient. They are: Part A: Program Guidelines which provides an overview of the Program and the Activities relating to the program;
Late Applications FaHCSIA may reject any application lodged after the closing date. If an application is late, FaHCSIA may determine that there were exceptional circumstances beyond the applicant’s control that meant the deadline could not be met. The applicant will need to supply documentary evidence to support any exceptional circumstances. FaHCSIA has no obligation to accept a late application. Any decision by FaHCSIA to accept or not accept a late application will be final. Checks of Applicants As a part of the Selection Process, the Department may undertake further checks of applicants. The Department may also conduct checks for non-disclosure of any relevant information. In addition, any debts that the applicant has accrued to the Department or other Australian Government agencies may be taken into account when making a decision to offer funding. The Department reserves the right to use information from: the Department’s databases, other Australian Government agencies, such as the Australian Taxation Office and Australian Securities and Investments Commission, state or territory agencies, law enforcement agencies, credit reference agencies, courts or tribunals, or any other appropriate organisation or person reasonably required as part of these checks. Information obtained from checks on applicants described in this section, may be into account during the assessment of applications or in making the final decision to offer funding. Selection & Eligibility Criteria Selection Criteria The selection criteria are contained in the application form and in Part C of the Program Guideline Value for money Organisations will be assessed on the extent to which they offer the Australian Government value for money. FaHCSIA considers value for money as an integral part of the assessment and ongoing management of programs. The overriding principle guiding the Selection Process is value in social service delivery to the Australian Government. The Department has funding principles in place to guide Selection Processes. The selection process will be conducted in accordance with these principles. Application Conditions Your application is not an agreement or contract. Meeting the Selection Criteria does not guarantee funding. Funding is limited and applications will be assessed and prioritised according to the extent to they meet the Selection Criteria. Only applications meeting the Selection Criteria to a high degree are likely to be funded. All information requested on the application must be provided to enable your application to be fully considered. Assessment Process Following the application Closing Date, the Department will conduct an assessment of all applications.
Service providers funded under the TCC Program are to ensure that services are delivered in accordance with all relevant Commonwealth and state and territory legislation, regulations and standards. Service providers should be aware of any case‐based law that may apply or has an affect on their service delivery. Providers must also ensure that the services meet health and safety requirements and all licence, certification and/or registration requirements in the area in which they are providing services. Information Technology Service providers will receive telephone and support on IT matters and on data collection activities to assist them in complying with FaHCSIA reporting requirements. The Mental Health Helpdesk is closely monitored to ensure prompt responses to requests for IT assistance. Service providers will be advised of the expected timeframes for responses if they are likely to take more than two working days. A Targeted Community Care Collaborative Workspace has been set up on . Service providers are encouraged to use this workspace to good practice and other relevant information. FaHCSIA also uses this workspace to make research and other documents available to service providers. Access details are provided to all funded service providers. Enquiries can be made through the Mental Health Helpdesk . Activity Performance and Reporting Reports are to be submitted electronically. Providers should therefore ensure they have internet access and compatible IT (Windows 2000 or and Adobe Reader 7.0.5 or later). PHaMs providers are required to submit: client and aggregate data into an online system annual audited financial reports biannual progress reports by 31 January and 31 July each year submitted online, and other reports as required by FaHCSIA. New PHaMs remote services are also required to submit: an implementation schedule that outlines key establishment for the new service within 4 weeks of signing their funding agreement, and a Strategic Service Plan within 10 of signing their funding agreement (guidelines and templates will be provided). For all PHaMs providers, reports are required on the due dates as specified in funding agreements, unless otherwise negotiated with FaHCSIA and approved in writing. 4.5.15 FaHCSIA’s Performance Indicators FaHCSIA’s Performance Indicators focus on three key questions: Did it make an immediate / lasting difference? How well did we do it?
Self Compacting Concrete - flow, T500 time (measure of viscosity) and passing ability Vicroads Test Method 252.01 * Standard Test Method for Passing Ability of Self-consolidating Concrete J-Ring ASTM C1621/C1621M-09b * Included in the Vicroads Code of Practice RC500.16, available from: http://www.vicroads.vic.gov.au. HOLD POINTS The following is a summary of Hold Points referenced in this Part: CLAUSE REF. HOLD POINT RESPONSE TIME 2.3 Submission of mix designs and procedures 2 working days VERIFICATION REQUIREMENTS AND RECORDS Test Records The Contractor must undertake the testing specified in this Clause and supply written evidence of compliance with the lot package. CLAUSE REF. SUBJECT PROPERTY PROCEDURE FREQUENCY ACCEPTANCE LIMITS 3.3-3.5 Aggregate Properties (Project Assessment only) Particle Shape As specified in AS 2758.1, Clause 8.3 At once for each aggregate type As specified in AS 2758.1, Clause 8.3 absorption As specified in AS 2758.1, Clause 7.3 At least once for each aggregate type < 2.5% 3.8-3.9 Self Compacting Concrete (if not using RMS B80 Specification) slump flow Vicroads RC 252.01 Refer Clause 5. 550-750mm spread. Aggregate must be evenly distributed throughout the concrete paste & must not exhibit signs of segregation. T500 time (measure of viscosity) Vicroads RC 252.01 Refer Clause 5. A spread of 500 mm within 2 – 5 seconds. The final spread must not exceed 750 mm diameter Passing Ability Vicroads RC 252.01 Refer Clause 5. The concrete must not exhibit signs of segregation. 4 & 5 Concrete Properties Cement and Water Content Determined from identification certificate (refer AS1379 Clause 1.7.3) Each truck load Table 4.1 Slump Refer AS1379 Each truck load Refer AS1379 Clause 5.2 Compressive Strength– Production Assessment AS1379 Refer AS1379 Refer AS1379 7 day Compressive Strength– Project Assessment Refer AS1379 Refer Table 5.1 and Clause 5 Report Only
The Contractor must supply the following records: CLAUSE REF. SUBJECT RECORD TO BE PROVIDED 2. Concrete Delivery Information Identification certificates in accordance with AS 1379: Clause 1.7. 3 “Identification Certificate” ____________
MDR Recording: Defects shall be recorded on the MDR as FR. Specific Maintenance shall be recorded on the MDR as FS. All vegetation shall be 500 mm clear of sign and support. MAINTENANCE ACTIVITIES FENCES (RF / RB) Application: This standard applies to the inspection and minor maintenance of median fences, pedestrian fences, boundary fences and protective fencing at road side rest areas. Defects Intervention Level Compulsory Intervention Level Performance Requirement Routine Maintenance: Repair of loose components, cut wire mesh open access gates and breaches to freeway boundary fences. Specific Maintenance: Replacement of damaged, missing or deteriorated, fencing components and footings. Defect where: Repair of damaged, missing and loose components. MDR Recording: Defects shall be recorded on the MDR as RF. Specific Maintenance shall be recorded on the MDR as RB. Defects where: The defect constitutes a hazard to either road users or pedestrians. The potential for or actual entry of animals onto a freeway reserve. Functionality Fences provide the function for which they were installed. Appearance Repair materials are similar in colour and appearance to the original materials. Environmental: No vegetation within 500 mm of fencing. MAINTENANCE ACTIVITIES WIRE ROPE BARRIER (WR / WG) Application: This standard applies to the repair and tensioning of ropes following damage to rope safety barriers or deformed components or sagging cables. Defects Intervention Level Compulsory Intervention Performance Requirement
(b) Odysseus may note that the grim fate can be averted by avoiding the cattle of Helios. Or, he may feel he has no other choices. 7. (a) Judging from Tiresias’ prediction, heroic qualities will Odysseus need to rely upon as he continues his journey? Explain. on the prophecies, Odysseus will need courage, resourcefulness, and strong leadership. The Sirens What does Odysseus reveal about his character by sharing information with his men? Odysseus shows that he trusts his men to follow his orders. He also shows that he is not a leader who must keep all knowledge and power to himself. What instructions does Odysseus give his shipmates as they prepare to deal with the Sirens? Odysseus has asked his men to tie him to the mast. What does Odysseus’ mention of Helios reveal about ancient Greek beliefs regarding astronomical events? Greeks believed that gods controlled the sun and the planets. They thought that the god Helios provided the light and heat of the sun. How does Odysseus keep his shipmates from hearing the Sirens sing? Odysseus puts wax in his men’s ears so they cannot hear the Sirens. Which details in the Sirens’ song are designed to flatter the epic hero? The description of the Greeks’ victory over Troy is designed to flatter Odysseus. What demand does Odysseus make of his men as they approach the rough waters? Odysseus orders his shipmates to row hard and set a course. Thinking about the Selection 1. In which adventure in this section do you think Odysseus acts most heroically? Explain. {Opinion question} 2. (a) How do the Sirens lure travelers to their destruction? (b) How does the danger posed by the Sirens compare to that posed by the Lotus-Eaters? (a) They sing an irresistible song that lures travelers to destruction.
3. Reinforced Concrete Pipes: Manufacturing Requirements As specified in AS 4058, Table 4.1 Appendices to AS 4058 As specified in AS 4058, Section 4 As specified in AS 4058, Section 4 3 Fibre Reinforced Pipes: Manufacturing Requirements Product certification by a JAS-ANZ accredited certification body that the requirements of AS 4139 Appendix N are complied with. 4. Small Box Culvert Manufacturing Requirements Ultimate Load AS 1597.1, Section 3 Required in the first instance for each size of box culvert or in the first instance after any design change As specified in AS 1597, Part 1 Section 3 Water Absorption Test: - Not required (vide AS 1597.1, Clause 1.4) - 5. Large Box Culverts Manufacturing Requirements Concrete Requirements, vide Parts CC05 to CC36 As specified in Parts CC05 to CC36 As specified in Parts CC05 to CC36 As specified in Parts CC05 to CC36 6. Precast Drainage Structures: Manufacturing Requirements Concrete Requirements, vide CC05 to CC36 As specified in Parts CC05 to CC36 As specified in Parts CC05 to CC36 As specified in Parts CC05 to CC36 __________
CLAUSE REF. SUBJECT PROPERTY TEST PROCEDURE TEST FREQUENCY ACCEPTANCE LIMITS Refer Part R15 Pavement Material Properties Refer Table 215.6.2 Table R15.5.2 Refer Table R15.5.2 Refer Part R15 Attachment A 4.1 Pavement Placement Moisture Content AS 1289.2.1.1 or AS 1289.2.1.4 The same as the number of strata for a given lot. Less than 70% of OMC 4.2 Pavement Placement Pavement Hardness TP 349 One site (i.e. 3 tests) per wheel path per 100 lineal metres of lane National Highways: ≤ 2.5 mm Roads: ≤ 3.0 mm 6. Pavement Compaction Dry Density Ratio TP 320 Refer Clause 6. Part R20 7. Surface of pavement course Levels As specified in Part CH30 As specified in Part CH30 Refer Part R20 ____________
MAXIMUM DRY DENSITY: Modified Compaction Three Point Method AS 1289.5.2.1 TP 164(1) DRY DENSITY RATIO TP 320 (1) The three point method may be used to provide MDD value in stabilised material. (2) For granular pavement materials only. 14. HOLD POINTS The following is a summary of Hold Points referenced in this Part: CLAUSE REF. HOLD RESPONSE TIME 2 Submission of Procedures (if not in Post Tender Submission) and Plant Details 7 days 15. VERIFICATION REQUIREMENTS AND RECORDS 15.1 Test Records The Contractor must undertake the testing specified in this Clause and supply written evidence of compliance with the lot package. CLAUSE REF. SUBJECT PROPERTY TEST PROCEDURE TEST FREQUENCY ACCEPTANCE LIMITS 4.2 Mixed Material Properties Binder Content Refer Quality Plan One test per 150 t or part thereof Within ± 0.5% of that specified Moisture Content AS 1289.2.1.1 or AS 1289.2.1.4. One test per calibration curve Report Only 12.4 Pavement Compaction Dry Density Ratio TP 320 Refer Table 12.4 Not less than 96% 12.5 Surface of Pavement Course Levels As specified in Part CH30 As specified in Part CH30 Part R20 15.2 Records The Contractor must supply the following records: CLAUSE REF. SUBJECT RECORD TO BE PROVIDED 4.2 Process Control production records of binder consumed, material mixed and placed 4.2 Process Control calculation of average binder content ____________
CLAUSE REF. SUBJECT PROPERTY TEST PROCEDURE TEST FREQUENCY ACCEPTANCE LIMITS 4.3. Pavement Compaction Dry Density Ratio TP 320 1 test per 1000 square metres of shoulder. Refer Clause 4.3 ATTACHMENT R36A SHOULDER WIDENING GEOMETRY WIDENING IN CUTS (Not to Scale)
2.5 Identification of Sign Supports The supports must be clearly marked with the supplier / manufacturer’s name, applicable Australian Standard, grade and any other information specified in the applicable Australian Standard. The marking must be applied after the application of any surface coating and consist of either indelible lettering or a durable, graffiti resistant, UV stable sticker. The marking / sticker must be visible once the support has been installed. 3. SELECTION OF SIGN SUPPORTS 3.1 Small / Medium Signs Small to medium size signs (i.e. general regulatory or warning type signs) must be supported by steel RHS supports complying with Table 3.1 “Rectangular Hollow Section Supports”. Circular Hollow Sections must not be used for small to medium size signs under any circumstances. 3.1 - RECTANGULAR HOLLOW SECTION SUPPORTS POST LENGTH (mm) POST SIZE x depth x wall thickness (mm) ≤ 3 200 75 x 38 x 3.0 or 80 x 40 x 1.6 > 3 200 to ≤ 4 200 80 x 40 x 2.5 3.2 Large Signs Except for overhead signs, steel CHS supports (nominal 100 mm diameter) must be used where non-frangible posts are permitted. frangible posts are required, the posts must be either: aluminium CHS complying with Table 3.2 “Posts Deemed to be Frangible”; steel CHS complying with Table 3.2 “Posts Deemed to be Frangible”; or an approved proprietary frangible sign support in accordance with Clause 2.4 “Proprietary Frangible Posts”. TABLE 3.2 - POSTS DEEMED TO BE FRANGIBLE Circular Steel Posts Speed Zone (Km/h) Diameter x Wall Thickness (mm) < 80 80 x 3.3 < 70 90 x 3.3* < 60 80 x 5.0 or 100 x 3.5* < 40 125 x 3.5* Circular Aluminium ≤ 110 100 x 4.6/5.5 *indicates the preferred sizes for use on DPTI roads Note: All circular post sizes are shown as Nominal Bore (inside dimension) Overhead must be supported by cantilever, gantry or portal type structures. 3.3 Number of Supports
Provision of the approval and evidence of training shall constitute a HOLD POINT. 6.3 Inspection The Contractor must: arrange for Certificates of Compliance of all electrical work; provide copies of the certificates to the Principal; and ensure that any applicable fees are paid for the connections. 7. SUPPLY POINTS 7.1 General If the Principal has made arrangements for supply point locations, the locations will be shown on the drawings. The Contractor must confirm the position of the supply points before installing conduit runs to these points. If the Contractor is to arrange service points, the Contractor must: complete and submit a SA Power Networks Form; provide a copy of the form to the Principal; and the DPTI Electrical Asset Management group. provide Certificates of Compliance to the Principal in accordance with the Electricity Act. 7.2 Temporary Supply and Service Points For details of any temporary overhead supply points and/or service points refer to the Contract Specific Requirements. 8. SERVICE POINTS 8.1 General SA Power Networks underground supply must be connected to lighting circuits in accordance with SA Power Networks service supply rules and regulations. SA Power Networks Stobie pole supply must be connected to lighting circuits in accordance with relevant DPTI Standard Drawings. 8.2 Layout The layout of switchboards and general circuit arrangement of service points must be substantially as shown on the drawings. 8.3 Location Services fuses must not be located in DPTI switchboards. Isolation pit & fuse must be installed in accordance with DPTI standard drawings. Three phase installation must have all phases identified on both sides of the isolation fuse with heat shrink. 9. WIRING 9.1 Combination / Combo Mast Arm poles Unless specified otherwise, combination/combo mast arm poles must be fed from the traffic signal controller. 9.2 Four Way Lighting Poles Four way lighting poles must have two circuits fed from the same phase.
E3 PB Return 60 16 16 16 16 \\\\\ 16 16 16 16 \\\\\ A2 240VActv GREY A1 Neutral BLACK = Earth Spare 45 6 6 9 6 13 6 6 9 6 13 14 14 15 15 55 14 14 14 14 16 14 14 14 14 16 LOCATION: / Date: Junction Box 1 18 Core Pole 10 Motion Det (M2 Even) Controller PSC ‘C’ 18 Core Pole 10 Mast Arm 64 Core 64 Core Junction Box 2 18 Core Pole 2 18 Core Pole 3 64 Core Junction Box 3 18 Core Pole 4 18 Core Pole 5 Combo Mast Arm / Motion Det (M3 Odd) 18 Core Pole 6 64 Core Junction Box 4 18 Core Pole 7
LENGTH INSET FROM EDGE OF MEASURED DISTANCE (in m) STANDARD DISTANCE (in m) VARIANCE +/- (in m) “ TOLERANCE LIMIT (± 1%)^ (in m) A 0.2m N/A N/A N/A B 0.5 W1 N/A N/A N/A C 0.2m N/A N/A N/A D 0.2m 1.0 ±0.010 0.2m 1.0 ±0.010 F 0.2m 1.0 ±0.010 G 0.2m 1.0 ±0.010 H 0.2m 2.5 ±0.025 I 0.5 W1 2.5 ±0.025 J 0.2m 2.5 ±0.025 K 0.2m 2.5 ±0.025 L 0.5 W2 2.5 ±0.025 M 0.2m 2.5 ±0.025 Notes: ^ Tolerance is ± 1% of standard measurements “ Highlight any out of tolerance measurements SIGNATURE * ___________________________ DATE CONDUCTED # __________________________
R60.14 System documentation “As Built” documentation R61.6 Testing and commissioning (where the Contract includes installation) Site Acceptance Test (SAT) and System Integration Acceptance Test (SIAT) Records - refer Part R61 “Installation of ITS Equipment”. ____________
260.11 Manuals Operation and maintenance manual(s) 260.12 Warranty Manufacturer’s Warranty 260.13 Testing and commissioning Factory Acceptance Test (FAT) Records 260.14 System documentation “As Built” documentation 261.6 Testing and commissioning (where the Contract includes installation) Site Acceptance Test (SAT) and System Integration Acceptance Test (SIAT) Records - refer Part R61 “Installation of ITS Equipment”. ____________
Word limit 300 2.6 Provide the configuration of your service, both BEFORE and AFTER the proposal for this service is implemented. BEFORE this proposal is implemented New construction Upgrading of existing Unchanged rooms after this proposal is implemented this proposal is implemented E=B+C+D A B C D E Single rooms - en-suites Number of rooms Total m2 Number of residents Single rooms - shared bathrooms Number of Total m2 Number of residents Single rooms - common ablutions Number of rooms Total m2 Number of residents Double – en-suites Number of rooms Total m2 Number of residents Double rooms - shared bathrooms Number of rooms Total m2 Number of residents Double rooms - common ablutions Number of rooms Total m2 Number of residents Multi-bed wards Number of rooms Total m2 Number of residents Common ablution Number of showers /baths Number of toilets
Part C – Capital Grant Section 3 – Financial Information 3.1 Service Overview. A B C D * If your organisation’s financial year ends on a date other than 30 June, complete in accordance with your financial year end and insert the financial year end date. Actual position As at 30 June 2016* Date Forecast situation immediately BEFORE the commencement of capital works for places applied for in this ACAR in relation to this service Date Forecast situation immediately AFTER the completion of capital works for places applied for in this ACAR in relation to this service Date Forecast situation at the financial year end when maximum occupancy is achieved for places applied for in this ACAR in relation to this service Date $’000 $’000 $’000 $’000 Service income Government subsidies Resident fees (including Daily Accommodation Payments) Interest and other income Total service income Operating expenses Salaries and wages (including on-costs) Supplies, utilities and administration costs Depreciation (property, plant and equipment) Principal loan repayments (parent/related organisations) Principal loan repayments (Zero Real Interest Loan) Other principal loan repayments Interest, tax and other expenses Total service expenses Net operating surplus/(deficit) (A-B) Number of operational places Occupancy rate % (no. residents/no. operational places*100) % % % % Number of residents paying Refundable Accommodation Deposits/Accommodation Bonds liability for Refundable Accommodation Deposits/Accommodation Bonds
3.6 Select backfill in contact with steel when structure is subject to inundation pH AS 1289.4.3.1 1 test per 400 metres between 5 – 10 Resistivity AS 1289.4.4.1 1 test per 400 cubic metres > 3 000 (ohm.cm). SO4 content AS 1289.4.2.1 1 test per 500 cubic metres < 500 (mg/kg) 4 Wall Construction Backfill Compaction TP 320 Refer Clause 5.4 Not less than 95%. Position of Levelling Pads Survey Certificate in accordance with Part CH30 "Survey" Refer Part CH30 Refer Clause 5.1 "Levelling Pads" Position at completion of each row Survey Certificate in accordance with Part CH30 "Survey" Refer Part CH30 Table 5.5 Panel Position at completion of wall Survey Certificate in accordance with Part CH30 "Survey" Refer Part CH30 Refer Table 5.5 ____________
commencement of work 6.2 Surface Profile Surface Profile Height Method 2. 5 tests for each blast cleaning operator 50 to 8. Application Dry film thickness TP 913 Refer Clause 8.1 Refer Contract Specific Requirements 8. Paint Application Dry film thickness range TP 801 Clause 8.1 Refer Contract Specific Requirements 12.2 Other Records The Contractor must supply the following records (in addition to records provided with Hold Points): CLAUSE REF. SUBJECT RECORD TO BE PROVIDED 10. Climatic conditions, ambient / surface conditions, surface preparation details, painting details, dry film thickness AS 3894 Parts 10, 12, 13, 14 and / or equivalent ___________
The Contractor must inspect the bearings upon delivery to verify that dimensions, bolt sizes, hole sizes, and offsets are correct. The Contractor must also verify that he is able to install each pot bearing and its components without disassembling or separating the bearing. 9. INSTALLATION Installation of bearings must be in accordance with instructions on the Drawings and with the manufacturer’s instructions. Under no circumstances must any pot bearing be disassembled or separated once delivered to site. Any action that causes separation of a pot bearing at any time must not be permitted. Any action that causes a shift in the lateral position and alignment of a bearing or bearing component at any time must not be permitted. 10. HOLD POINTS The following is a summary of Hold Points referenced in this Part: CLAUSE REF. HOLD POINT RESPONSE TIME 2 Submission of Procedures 7 days 7 Submission of NATA endorsed test reports and AS 1523, Appendix B information if appropriate 2 working days ____________
if sent by facsimile transmission (if the sending facsimile machine produces a print out of the time, date and uninterrupted transmission record of the sending of the notice) - upon completion of sending, if completion is within ordinary business hours in the place where the recipient’s facsimile machine is located, but if not, then at 9.00 am on the next Business Day in that place; if sent by electronic (email) transmission - upon completion of sending, if completion is within ordinary business hours in the place where the recipient’s is located, but if not, then at 9.00 am on the next Business Day in that place. Signatures A printed or copied signature is sufficient for the purposes of sending any demand written consent or other communication by facsimile or electronic transmission. Severance If any provision of this Agreement or its application to any person or circumstance is or becomes invalid illegal or unenforceable then so far as possible the provision will be read down to the extent necessary to ensure that it is not illegal invalid or unenforceable. If any provision or part of it cannot be so read down then the provision or part of it will be taken to be void and severable and the remaining provisions of this Agreement will not be affected or impaired in any way. Altering the Basic Nature of this Agreement Clause 46 has no effect if the severance alters the basic nature of this Agreement or is contrary to public policy. Cumulative rights Any express right or remedy or obligation of the Crown in this Agreement is without prejudice to any other right or remedy of the Crown either in this Agreement or arising at Law and are cumulative with and not exclusive of any right or remedy arising at Law. Special and Conditions (a) The special and conditions (if any) in Schedule 5 form part of this Agreement. (b) If there is any inconsistency between special terms and conditions in Schedule 5 and another provision in this Agreement then the special terms and conditions override the other provision to the extend of the inconsistency. (c) A special term or condition in Schedule 5 is not to be to be inconsistent with another provision in this Agreement if the special term or condition and the other provision in this Agreement are both capable of being complied with.
Name and capacity (print) Date Signature Name and capacity (print) Date Schedule 1 – Funding and Payment Terms Funding Details 1.1 Amount of Funding The total amount of One-off Funds per annum payable by the Department under this Agreement is as per the Table below. 1.2 Indexation Not Applicable 1.3 Funding by Service The total amount of One-off Funds per annum payable by the Department itemised by Service is set out in the table below. Note that no additional funds for ERO for the duration of the Agreement will be paid: Grant Funding Table
www.hopesu.com Welcome Running for the position of Student Officer in the Students’ Union is a great opportunity to get more involved with the Union, improve your employability and make change for students. These positions are voluntary, part-time roles you hold while you are studying. You will have a lead officer in the union and a budget so you will be supported to represent students and run campaigns. If you are interested in running then you should. Running in the election is a great experience whether you win or not. We’ll give you lots of support and ensure the elections are free, fair and fun for everyone. Please read carefully through this guide and then fill out a nomination form to become a candidate. What roles are available? There are ten roles available. Each of these roles has a specific area of representation and can only be held by a specific type of student, please read the role descriptions carefully to ensure you are eligible. Creative Campus Rep The Creative Campus Rep is to be the voice of all students studying and living at the Creative Campus. Their role is to listen to the needs, ideas and concerns of those students and bring them to the Students’ Union. They should also represent the Union to their students. They will work with staff and societies on the campus to ensure every student is part of the Hope community. To run for this position you must primarily be a student at the Creative Campus. Aigburth Rep The Aigburth Rep is there to be the voice of all students living at Aigburth Halls. Their role is to listen to the needs, ideas and concerns of those students and bring them to the Students’ Union. They should also represent the Union to their students. They will work with resident
PART W30 TIMBER WORK CONTENTS 1. General 2. Timber 3. Timber Repair and Replacement 4. Fasteners 5. Steelwork 1. GENERAL Decking and Support Structure of a refers to all decking, kerbing, bearers, girders, cross heads, corbels, whalings and bracing. These elements must be constructed in timber unless specified otherwise in the Scope of Contract or on the Drawings. The Contractor must replace or repair all members/elements of the jetty listed in the Scope of Contract and/or Drawings. If non-standard work is required, it will be described in Contract Specific Requirements. Unless shown otherwise, where replacement of existing members is required, new members must be of equivalent size and material. Rates submitted by the Contractor are deemed to include all associated work required for the repair or replacement of timber decking or jetty structural members. Documents referenced in this Part are listed below: AS 1111 ISO Metric Hexagon Commercial Bolts and Screws AS 1112 ISO Metric Hexagon Nuts AS 1148 Timber – Nomenclature – Australian, New Zealand and imported species AS 1214 Hot-dip Galvanised Coatings on Threaded Fasteners" AS 1237 Flat Metal Washers for General Engineering Purposes (round washers) AS 1604.1 Specification for Preservative Treatment. AS 1627.4 Abrasive Blast Cleaning AS 1650 Hot Dipped Galvanising Coating on Ferrous Articles. AS 1720 SAA Timber Structures Code – Design Methods. AS 2082 Timber – Hardwood – Visually Stress Graded for Structural Purposes. AS 2334 Steel Nails - Metric Series. AS 2878 Timber - Classification into Strength Groups AS 4491 Timber - Glossary of Terms in Timber-related Standards. AS 5604 Timber – Natural Durability ratings. BS 3410 Metal Washers for General Engineering Purposes (square washers) The work must be undertaken in accordance with the following drawings: Amendment No. Drawing No. S6997, Jetty Construction: sheet 1 Typical Jetty Layout - sheet 2 Steel Pile Connection Details 1 sheet 3 Steel Bracing – Connection to Screw Piles - sheet 4 Typical Connection Details – Timber Pile 1 Sheet 5 Alternative Corbel Bracket - These drawings are available from the following web site:
PART W40 REPAIR OF TIMBER PILES WITH EPOXY RESIN OR CEMENTITIOUS GROUT CONTENTS 1. General 2. Materials 3. Methodology 4. Warranty 5. Payment 1. GENERAL This Part covers the repair of piles by encapsulating the timber in either epoxy resin or cementitious grout. The type of repair to be used must be as indicated on the Drawings. The Contractor must inspect all piles at the site and report to the Superintendent any piles that may need repair but are not shown on the Drawings as such. 2. MATERIALS The Contractor must supply all materials required for the repair of the piles. 3. METHODOLOGY For both of repair system, the Contractor must undertake the repair in accordance with the Contractor’s Methodology Statement. At a minimum, the Contractor’s Methodology Statement must detail the following: extent of marine growth, debris and decomposed timber to be removed to the repair; method of removing marine growth, debris and decomposed timber; depth below seabed of pile to be removed if total loss of pile section has occurred; length of pile sleeve to be used to form the epoxy or grout; method of treating large cavities in the timber; proprietary products to be used, instruction for their use and source of supply; product performance characteristics to be achieved; method of avoiding honeycombing or segregation; and method of verifying integrity of repair. 4. WARRANTY The Contractor must warrant all repair work for a period of 2 years, including but not limited to the loss of strength of the epoxy or grout, erosion of the product under the action of seawater, reduced flexibility and cracking. 5. PAYMENT Payment for pile repair will be made per number of piles depending on their row location, and must be inclusive of all work associated with the repair of each pile including the removal, demolition and reinstatement of timber bracing. ___________