Forest Road Construction and Maintenance
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PAVEMENT MANAGEMENT STUDY Templeton, MA
PAVEMENT MANAGEMENT STUDY Templeton, MA Prepared by Stantec Date: September 2018 2 Stantec TABLE OF CONTENTS 1. INTRODUCTION 1 BACKGROUND 2 PAVEMENT MANAGEMENT CONCEPTS 3 STUDY APPROACH 5 2. METHODOLOGY 7 Pavement Management Software 8 The Pavement Condition Index (PCI) Defined 10 The Five Treatment Repair Bands 10 Priority Ranking and Future Projection 12 3. EXISTING CONDITIONS 15 Road Mileage and Current Pavement Condition Index (PCI) 16 Distribution of Pavement Conditions 21 Current Roadway Backlog 22 4. MODEL/PLANNING PROCESS 25 Budget Analysis 26 Scenario Findings 27 Zero Budget 28 Historical Budget (Worst-First) 29 Historical Budget (Pavement Management Strategy) 30 Equilibrium Funding Scenario 32 Progressive Funding Scenario 34 5. CONCLUSION 37 Recommended Plan of Action 38 Future Pavement Management 40 APPENDIX A. Templeton’s Public Roadway Backlog B. Repair Alternatives And Unit Costs C. Glossary D. Town-wide Pavement Conditions Map PAVEMENT MANAGEMENT STUDY Templeton, MA 3 TABLES 1. (PCI) Treatment Band Ranges 11 2. Zero Budget 28 3. Historical Budget (Worst First) 29 4. Historical Budget (Pavement Management Strategy) 31 5. Maintain PCI Funding Scenario 33 6. Progressive Funding Scenario 34 4 Stantec FIGURES 1. Pavement Deterioration Curve 4 2. PCI Distribution in Miles by Treatment Band 21 3. Dollar Backlog of Outstanding Repairs 22 4. Dollar Backlog Distribution vs. Dollar Budget Allocation 30 5. PCI Histogram of Network Conditions 32 6. Average PCI of Roadway Funding Scenarios 35 7. Dollar Backlog of Roadway Funding Scenarios 35 PAVEMENT MANAGEMENT STUDY Templeton, MA 5 SECTION NAME INTRODUCTION 1 BACKGROUND The Town of Templeton is located in Worcester County, Massachusetts which straddles Route 2 and comprises four main villages: Templeton Center, East Templeton, Baldwinville, and Otter River. -
City Maintained Street Inventory
City Maintained Streets Inventory DATE APPROX. AVG. STREET NAME ACCEPTED BEGINNING AT ENDING AT LENGTH WIDTH ACADEMYText0: ST Text6: HENDERSONVLText8: RD BROOKSHIREText10: ST T0.13 Tex20 ACADEMYText0: ST EXT Text6: FERNText8: ST MARIETTAText10: ST T0.06 Tex17 ACTONText0: WOODS RD Text6:9/1/1994 ACTONText8: CIRCLE DEADText10: END T0.24 Tex19 ADAMSText0: HILL RD Text6: BINGHAMText8: RD LOUISANAText10: AVE T0.17 Tex18 ADAMSText0: ST Text6: BARTLETText8: ST CHOCTAWText10: ST T0.16 Tex27 ADAMSWOODText0: RD Text6: CARIBOUText8: RD ENDText10: OF PAVEMENT T0.16 Tex26 AIKENText0: ALLEY Text6: TACOMAText8: CIR WESTOVERText10: ALLEY T0.05 Tex12 ALABAMAText0: AVE Text6: HANOVERText8: ST SWANNANOAText10: AVE T0.33 Tex24 ALBEMARLEText0: PL Text6: BAIRDText8: ST ENDText10: MAINT T0.09 Tex18 ALBEMARLEText0: RD Text6: BAIRDText8: ST ORCHARDText10: RD T0.2 Tex20 ALCLAREText0: CT Text6: ENDText8: C&G ENDText10: PVMT T0.06 Tex22 ALCLAREText0: DR Text6: CHANGEText8: IN WIDTH ENDText10: C&G T0.17 Tex18 ALCLAREText0: DR Text6: SAREVAText8: AVE CHANGEText10: IN WIDTH T0.18 Tex26 ALEXANDERText0: DR Text6: ARDIMONText8: PK WINDSWEPTText10: DR T0.37 Tex24 ALEXANDERText0: DR Text6: MARTINText8: LUTHER KING WEAVERText10: ST T0.02 Tex33 ALEXANDERText0: DR Text6: CURVEText8: ST ARDMIONText10: PK T0.42 Tex24 ALLENText0: AVE 0Text6:/18/1988 U.S.Text8: 25 ENDText10: PAV'T T0.23 Tex19 ALLENText0: ST Text6: STATEText8: ST HAYWOODText10: RD T0.19 Tex23 ALLESARNText0: RD Text6: ELKWOODText8: AVE ENDText10: PVMT T0.11 Tex22 ALLIANCEText0: CT 4Text6:/14/2009 RIDGEFIELDText8: -
Pavements and Surface Materials
N O N P O I N T E D U C A T I O N F O R M U N I C I P A L O F F I C I A L S TECHNICAL PAPER NUMBER 8 Pavements and Surface Materials By Jim Gibbons, UConn Extension Land Use Educator, 1999 Introduction Traffic Class Type of Road Pavements are composite materials that bear the weight of 1 Parking Lots, Driveways, Rural pedestrian and vehicular loads. Pavement thickness, width and Roads type should vary based on the intended function of the paved area. 2 Residential Streets 3 Collector Roads Pavement Thickness 4 Arterial roads 5 Freeways, Expressways, Interstates Pavement thickness is determined by four factors: environment, traffic, base characteristics and the pavement material used. Based on the above classes, pavement thickness ranges from 3" for a Class 1 parking lot, to 10" or more for Class 5 freeways. Environmental factors such as moisture and temperature significantly affect pavement. For example, as soil moisture Sub grade strength has the greatest effect in determining increases the load bearing capacity of the soil decreases and the pavement thickness. As a general rule, weaker sub grades require soil can heave and swell. Temperature also effects the load thicker asphalt layers to adequately bear different loads associated bearing capacity of pavements. When the moisture in pavement with different uses. The bearing capacity and permeability of the freezes and thaws, it creates stress leading to pavement heaving. sub grade influences total pavement thickness. There are actually The detrimental effects of moisture can be reduced or eliminated two or three separate layers or courses below the paved wearing by: keeping it from entering the pavement base, removing it before surface including: the sub grade, sub base and base. -
Research Scholar ISSN 2320 – 6101 an International Refereed E-Journal of Literary Explorations Impact Factor 0.793 (IIFS)
Research Scholar ISSN 2320 – 6101 www.researchscholar.co.in An International Refereed e-Journal of Literary Explorations Impact Factor 0.793 (IIFS) DOMESTIC VIOLENCE IN STEPHEN KING’S ROSE MADDER Nitasha Baloria Ph.D. Research Scholar Department of English University of Jammu Jammu- 180001 (J&K) Abstract I read it somewhere, “You’ve given him the benefit of the doubt long enough. Now it’s time to give yourself the benefit of the truth.” Marriages have not been a cup of tea for everyone. You are lucky enough if your marriage is a loving one but not everyone is as lucky. Sometimes the wrong marriages or our wrong partners force us to think that it wasn’t a cakewalk, especially when the matter is of DOMESTIC VIOLENCE. As painful as it is to admit that we are being abused, it is even more painful to come to the conclusion that the person we love is someone we cannot afford to be around. This research paper will focus on the theme of Domestic Violence in the novel of Stephen King’s ROSE MADDER. It focuses on the main protagonist Rosie’s life. How She escapes from her eccentric husband and then makes a path to overcome her fear for her husband, leaves him and finally live a happy Life marrying the right person. Keywords:- Domestic Violence, eccentric, wrong Marrieage. “All marriages are sacred, but not all are safe.” - Rob Jackson This paper entitled, “ Domestic Violence in Stephen King’s Rose Madder” aims to explore the life of a young woman named Rosie who is married and is being tortured by her husband by consistent beating. -
Inventory and Condition Assessment of Road Surfaces
INVENTORY AND CONDITION ASSESSMENT OF ROAD SURFACES _____________________________ Town of Boulder Junction August 2017 Table of Contents 1. Introduction 2. Road Condition Survey 2.1 Inventory of Town Roads 2.2 Identifying Deficiencies 2.3 Condition Assessment 3. Selection of Repair Alternatives 3.1 Baseline Improvements 3.2 Repair Alternatives 4. Prioritizing the Town of Boulder Junction’s Road Repair Needs 4.1 Priority Setting Factors 4.2 Estimated Costs 4.3 Priorities of Roads Appendices Appendix A – Chip Seal Maintenance Prioritized by Year (1-5) Appendix B – Estimated Costs by Road Appendix C – Improvements (All Roads) Prioritized by Year (1-15) Appendix D – Improvements (Excluding Gravel Road Upgrades) Prioritized by Year (1-15) Appendix E – Improvements (Excluding Gravel Road Upgrades) Prioritized by Year (1-3) TOWN & COUNTRY ENGINEERING, INC. Madison Rhinelander Kenosha 2912 Marketplace Drive, Suite 103 • Madison, WI 53719 • (608) 273-3350 • [email protected] 1. Introduction Town & Country Engineering, Inc. has conducted a windshield level road surface condition survey of the Town of Boulder Junction’s 93 miles of roadway during six separate site visits. The survey was conducted along with the Town Board Chairman and a Road Improvement Committee member who provided information on each road based on historical observations concerning drainage, plowing, maintenance and other miscellaneous issues specific to each roadway. The purpose of the survey was to note observable deficiencies and areas of potential improvement, including structural and road bed improvements, safety related changes and drainage. Deficiencies vary from general drainage issues (lack of ditching) to specific areas of interest including particularly acute issues that may be able to be corrected with focused effort. -
Work/Construction Zones
Work/Construction Zones Page 1 of 2 A work zone is an area where roadwork takes place and may involve lane closures, detours and moving equipment. Highway work zones are set up according to the type of road and the work to be done on the road. The work zone can be long or short term and can exist at anytime of the year, but most commonly in the summer. Work zones on U.S. highways have become increasingly dangerous places for both workers and drivers. There are a large number of work zones in place across America, therefore, highway agencies are working on not only improving communication used in work zones, but to change the behavior of drivers so crashes can be prevented. According to the National Safety Council, over 100 road construction workers are killed in construction zones each year. Nearly half of these workers are killed as a result of being struck by motor vehicles. The number of construction zone injuries and fatalities are predicted to climb even higher. Increased funding for road construction during recent years has led to a significant increase in the number of highway construction projects around the country. Increased speed limits, impatient drivers, and widespread traffic congestion have led to an overall increase in work zone injuries and fatalities. The top 10 states with motorist fatalities in work zones in 2008 are as follows: 1. Texas—134 6. Pennsylvania—23 2. Florida—81 7. Louisiana—22 3. California—70 8. North Carolina—21 4. Georgia—36 9. Arkansas—19 5. Illinois—31 Source: FARS 10. -
Gravel Roads Maintenance & Frontrunner Training Workshop
A Ditch In Time Gravel Roads Maintenance Workshop 1 So you think you’ve got a wicked driveway 2 1600’ driveway with four switchbacks and 175’ of elevation change (11% grade) 3 Rockhouse Development, Conway 4 5 6 Swift River (left) through National Forest into Saco River that drains the MWV Valley’s developments 7 The best material starts as solid rock that is drilled & blasted… 8 Then crushed into smaller pieces and screened to produce specific size aggregate 9 How strong should it be? One big truck = 10,000 cars! 10 11 The road surface… • Lots of small aggregate (stones) to provide strength with a shape that will lock stones together to support wheels • Sufficient “fines,” the binder that will lock the stones together, to keep the stones from moving around 12 • The stone: hard and uniform in size and more angular than that made just from screening bank run gravel 13 • A proper combination of correctly sized broken rock, sand and silt/clay soil materials will produce a road surface that hardens into a strong and stable crust that forms a reasonably impervious “roof” to our road • An improper balance- a surface that is loose, soft & greasy when wet, or excessively dusty when dry (see samples) 14 One way to judge whether gravel will pack or not… 15 Here’s another way… 16 Or: The VeryFine test The sticky palm test As shown in the Camp Roads manual 17 • “Dirty” gravel packs but does not drain • “Clean” gravel drains but does not pack 18 Other road surfacing materials: • Rotten Rock- traditional surfacing material in the Mt Washington Valley -
Novel Non-Pharmacological Insomnia Treatment – a Pilot Study
Nature and Science of Sleep Dovepress open access to scientific and medical research Open Access Full Text Article ORIGINAL RESEARCH Novel non-pharmacological insomnia treatment – a pilot study This article was published in the following Dove Press journal: Nature and Science of Sleep Milena K Pavlova1 Objective: The objective of this prospective pilot study was to examine the effects of a Véronique Latreille1 novel non-pharmacological device (BioBoosti) on insomnia symptoms in adults. Nirajan Puri1 Methods: Subjects with chronic insomnia were instructed to hold the device in each hand Jami Johnsen1 for 8 mins for 6 cycles on a nightly basis for 2 weeks. Outcomes tested included standardized Salma Batool-Anwar2 subjective sleep measures assessing sleep quality, insomnia symptoms, and daytime sleepi- ness. Sleep was objectively quantified using electroencephalogram (EEG) before and after 2 Sogol Javaheri2 weeks of treatment with BioBoosti, and wrist actigraphy throughout the study. Paul G Mathew1 Results: Twenty adults (mean age: 45.6±17.1 y/o; range 18–74 y/o) were enrolled in the 1Department of Neurology, Harvard study. No significant side effects were noted by any of the subjects. After 2 weeks of Medical School, Brigham and Women’s BioBoosti use, subjects reported improved sleep quality (Pittsburgh Sleep Quality Index: Hospital, Boston, MA, USA; 2Department of Medicine, Harvard Medical School, 12.6±3.3 versus 8.5±3.7, p=0.001) and reduced insomnia symptoms (Insomnia Severity Brigham and Women’s Hospital, Boston, Index: 18.2±5.2 versus 12.8±7.0, p<0.001). Sleepiness, as assessed by a visual analog For personal use only. -
Masters Thesis
Abstract The objective of this master’s thesis is to analyse the variations of Stephen King’s The Mist to uncover a method for evaluating an adaptation based on its reception and applying the conclusions of such an evaluation to reflect on other adaptations’ success. The study met this objective through an analysis of the constitutional changes to the narrative’s storytelling elements in the adaptation process. These changes were in turn compared to the other variations of The Mist to locate the abeyant elements, that affected the reception of the individual works. Consequently, the analysis found that The Mist novella and the film adaptation of The Mist were successful, while the television series was unsuccessful. In attempting to analyse The Mist, it was relevant to draw on adaptation studies. A discourse on fidelity has dominated the field of adaptation studies for a long time, in which the original work is superior to the adaptations. This study attempts to challenge the notion of fidelity, which is an approach that other influential theorists within the field of adaptation studies share. Linda Hutcheon has provided the theoretical framework of the analysis in her striking book, “A Theory of Adaptation”. The analysis found that changes to a narrative’s elements can have an impact on an adaptations’ reception, both in positive and negative ways. Furthermore, these changes were found to be generalisable to other adaptations, to locate which potential changes to storytelling elements have affected the reception of those adaptations. In the discussion, the findings of the analysis were used to discuss the reception of other examples of adaptations based on their inherent changes to the narrative, and how those changes coincided with the changes to the different variations of The Mist. -
A Description of Theme in Stephen King's Novel Carrie
A DESCRIPTION OF THEME IN STEPHEN KING’S NOVEL CARRIE A PAPER BY NAME : TAMARA REBECCA REG.NO : 142202013 DIPLOMA III ENGLISH STUDY PROGRAM FACULTY OFCULTURAL STUDIES UNIVERSITY OF SUMATERA UTARA MEDAN 2017 UNIVERSITAS SUMATERA UTARA Approved by Supervisor, Drs. Parlindungan Purba, M.Hum. NIP. 19630216 198903 1 003 Submitted to Faculty of Cultural Studies, University of North Sumatera In partial fulfillment of the requirements for Diploma-III in English Study Program Approved by Head of Diploma III English Study Program, Dra.SwesanaMardiaLubis.M.Hum. NIP. 19571002 198601 2 003 Approved by the Diploma-III English Study Program Faculty of Culture Studies, University of Sumatera Utara as a Paper for the Diploma-III Examination UNIVERSITAS SUMATERA UTARA Accepted by the board of examiners in partial fulfillment of the requirement for The Diploma-III Examination of the Diploma-III of English Study Program, Faculty of Cultural Studies, University of Sumatera Utara. The Examination is held on : Faculty of Culture Studies, University of Sumatera Utara Dean, Dr. Budi Agustono, M.S. NIP. 19600805198703 1 0001 Board of Examiners : Signed 1. Dra. SwesanaMardiaLubis, M.Hum( Head of ESP) ____________ 2. Drs. ParlindunganPurba, M.Hum( Supervisor ) ____________ 3. Drs. SiamirMarulafau, M.Hum ____________ UNIVERSITAS SUMATERA UTARA AUTHOR’S DECLARATION I am Tamara Rebecca declare that I am thesole author of this paper. Except where the reference is made in the text of this paper, this paper contains no material published elsewhere or extracted in whole or in part from a paper by which I have qualified for or awarded another degree. No other person’s work has been used without due acknowledgement in the main text of this paper. -
Cover Technical Guides Convert.Indd
If there are sharp curves in the road where vehicles can maintain a high speed, invert In sharp curved the the camber of the road (see also fi gure 43). This will reduce the risks of slipping camber of on the vehicles. Inverting the camber is gradually built up over a 20m section before entering outer side needs to into the curve. be inverted Figure 45: Example of inverting the camber in a sharp curve 7.4 Graveling In the past graveling of roads was considered an effective and cost-effective option Gravel surfaces for surfacing low-volume rural roads. Recent research however shows that gravel have many roads have serious limitations in many situations. Very often gravel surfaces are not limitations appropriate, affordable or sustainable for rural roads. There are for example serious problems related to the maintenance and sustainability of gravel surfaces (or ordinary earth roads). Although the initial construction costs of gravel roads are low, the maintenance costs are very high. The suitability of graveling roads depends on a range of factors. These include for example the road gradient, rainfall, material quality, haul distance and maintenance regime. Gravel should NOT be used if any of the following conditions, or a combination of them applies: Gravel quality is poor; Situations Compaction & thickness cannot be assured ; where gravel is not suitable as Haul distances are longer than 10km; surface option Rainfall is very high – Gravel loss is related to rainfall; There are dry season dust problems; Technical Guidelines for Supervisors Technical Traffi c levels are high, i.e. more than 200 vehicle equivalents per day; 49 Road gradients are more than 6% (with < 1,000mm rain per year) or more than 4% (with 1,000 – 2,000mm rain per year); If rainfall is more than 2,000mm/year; Adequate maintenance cannot be provided; Sub-grade is weak or soaked; Gravel deposits are limited or environmentally sensitive. -
Road Standards
P O L K C O U N T Y D E P A R T M E N T O F P U B L I C W O R K S R O A D S T A N D A R D S The Polk County Board of Commissioners Adopted These Standards on July 22, 1998 These standards prepared by and under the auspices of the staff of the Public Works Department TABLE OF CONTENTS Section Page I. Introduction................................................................................................................1 II. Application.................................................................................................................1 III. Definitions..................................................................................................................1 IV. Functional Classification ...........................................................................................4 V. Project Types.............................................................................................................5 VI. Access To A County Road ........................................................................................6 VII. Public Use Roads.......................................................................................................10 VIII. Private Roads.............................................................................................................11 IX. Use Of County Right-of-Way By Others .................................................................13 X. Transportation Impact Analysis ................................................................................14 XI. Roadway Design