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Roadway Gravel in Maine
Updated Feb2018 Maine Department of Transportation Community Services Division 16 State House Station Augusta, Maine 04333-0016 (207) 624-3270 or 1-800-498-9133 -ROADWAY-------- GRAVEL----- IN---- ---------------------MAINE (continued) Page 2 I PAVEDROADS I material may be a good "gravel" and compact Maine DOT "Gravel" Specifications well. If it is verysandy or composed predomi- nantly of one size of particle, this can present It is common practice in Maine municipalities compacting · problems because it acts fairly to specifythat roads be built with a thin crushed "dead" and may not support construction traffic gravel base course on top of a thicker subbase well. course. The practice of specifyingan upper "base So, if your "gravel"is not veryworkable or is course" and a lower "subbase course" is fine, subject to heavyrutting during construction, then but a town may be spending more than is neces- it is recommendedto specifya thin layer (3" to 4") sary for this type of design. The MaineD0T has of crushed base gravel( MaineDOT Standard not used this design for decades because of the Spec 703.06(a) - Type A) to go on top of the higher quality and more expensive crushed subbase gravel. This base gravel should be material for the upper base course. MaineDOT specified as an option to be used, if routinely requires "aggregate subbase" gravel necessary, and not as a standard requirement which meets MaineDOT Standard Specifica- tion 703.06(c) - Type D for the entire thickness. GravelDepth Pavement goes directly on the surface of this The final compacted thickness of "gravel" compacted sub base course in most cases. -
Dynamic Stiffness of Bituminous Mixtures for the Wearing Course of the Road Pavement—A Proposed Method of Measurement
materials Article Dynamic Stiffness of Bituminous Mixtures for the Wearing Course of the Road Pavement—A Proposed Method of Measurement Krzysztof Robert Czech 1,* and Wladyslaw Gardziejczyk 2 1 Department of Geotechnics and Structural Mechanics, Bialystok University of Technology, 15-351 Bialystok, Poland 2 Department of Construction and Road Engineering, Bialystok University of Technology, 15-351 Bialystok, Poland; [email protected] * Correspondence: [email protected] Received: 26 March 2020; Accepted: 20 April 2020; Published: 23 April 2020 Abstract: Stiffness is an important mechanical characteristic of asphalt mixtures used in the wearing course. It is one of the determining factors in the generation of tyre/road noise. The dynamic stiffness of the upper layer of the road surface depends on the physical and mechanical properties of the materials it is composed of, and traffic load. Determination of dynamic stiffness, both in laboratory conditions and in situ, requires consideration of many other factors. Tests of dynamic properties of road surfaces in field conditions are most often conducted with the help of modal hammers. Impulse excitation results are usually less accurate than those in the application of modal exciters. The test stand was constructed, comprising a tripod, 32-channel and 24-bit data acquisition system, exciter, signal amplifier, impedance head, single-axis piezoelectric accelerometers and a stinger. The test stand and the proposed method of measuring dynamic stiffness do not require the determination of the resonance frequency of the tested specimen and can be used both on various types of bituminous mixtures of varying shape and dimensions, as well as directly on the upper surface of the wearing course of bituminous pavements. -
Guidance Manual for the Implementation of Low-Noise Road Surfaces
arsenal Research, Austria TKTI, Lithuania www.arsenal.ac.at www.tkti.lt BRRC, Belgium INRR, Luxembourg www.brrc.be RWS DWW, Netherlands CRBL, Bulgaria www.minvenw.nl/rws/dww IGH, Croatia NPRA, Norway www.igh.hr www.vegvesen.no VIENNAV I E N N A CDV, Czech Republic IBDiM, Poland www.cdv.cz www.ibdim.edu.pl DRI, Denmark LNEC, Portugal www.roadinstitute.dk www-ext.lnec.pt Sustainable road TECER, Estonia CESTRIN, Romania surfaces for traffic www.teed.ee www.cestrin.ro CESTRIN ITALGRIP s.r.l. noise control ROADS SAFETY BY SURFACE TREATMENT LCPC, France IP,Serbia-Montenegro www.lcpc.fr www.highway.co.yu BASt, Germany VUD,Slovakia www.bast.de www.vud.sk ZAG,Slovenia KEDE, Greece www.zag.si KTI, Hungary CEDEX, Spain www.kti.hu www.cedex.es GUIDANCE MANUAL FOR THE IMPEMENTATION OF LOW-NOISE ROAD SURFACES ROAD OF LOW-NOISE THE IMPEMENTATION FOR GUIDANCE MANUAL PRA, Iceland VTI, Sweden www.vegagerdin.is www.vti.se NRA, Ireland LAVOC, Switzerland www.nra.ie lavoc.epfl.ch Guidance Manual for the FEHRL REPORT 2006/02 - ANAS, Italy TRL, United Kingdom Implementation of Low-Noise www.enteanas.it www.trl.co.uk Road Surfaces S VALST IJA S C V E T L A I L LAD, Latvia L A www.fehrl.org S T D V www.lad.lv A I J O A R S E S T T A FEHRL OVERVIEW FEHRL is a registered International Association with a permanent Secretariat based in Brussels. Formed in 1989 as the Forum of European National Highway Research Laboratories, FEHRL is governed by the Directors of each of the national institutes. -
Inspector's Handbook: Subbase Construction
INSPECTOR'S HANDBOOK SUBBASE CONSTRUCTION IOWA STATE HIGHWAY COMMISSION AMES, IOWA 1969 r 17:_:H53 s~sl4 1969 \------ -- "- SUBBASE CONSTRUCTION Walter Schneider Jerry Rodibaugh INTRODUCTION This handbook is an inspector's aid. It was written by two inspectors to bring together a 11 of the most of ten-needed information involved in their work. Much care has been taken to detai I each phase of construction, with particular attention to the r.equire ments and limitations of specifications. All applicable specification interpretations in Instructions to Resident Engineers have been included. The beginning inspector should look to the hand book as a reference for standards of good practice. The Standard.Specifications and Special Provisions should not, however, be overlooked as the basic sources of information on requirements and restrictions concerning workmanship and materials. I . CONTENTS SUBBASE CONSTRUCTION Page 1 Definition 1 Types 1 Figure 1 - Typical Section 1 INSPECTION 1 Plans, Proposals, and Specifications · 1 Preconstruction Detai Is 2 I l. STAKING 2 Purpose 2 Techniques 2 -- SUBGRADE CORRECTION 3 Application 3 Profile and Cross-Section Requirements 4 Figure 2 - Flexible Base Construction 5 INSPECTING DIFFERENT TYPES OF ROLLERS USED IN SUBBASE CONSTRUCTION 5 Tamping Rollers . s· Self-Propelled, Steel-Tired Rollers 5 Self-Propelled and Pull-Type Pneumatic Tire Roi lers 6 Figure 3 - Pneumatic-Tired Roller 6 SPREAD RA TES AND PLAN QUANTITIES 6 Spread Chart 6 Fig.ure 4 - Typical Spr~ad chart 7 Figure 5 - scale Ti ck 8 et -- Granular -
A Proposal for Asphalt Wearing Course Specification in Palestine
Islamic University of Gaza ﺍﻟﺠﺎﻤﻌﺔ ﺍﻹﺴﻼﻤﻴﺔ – ﻏﺯﺓ High Studies Deanery ﻋﻤﺎﺩﺓ ﺍﻟﺩﺭﺍﺴﺔ ﺍﻟﻌﻠﻴﺎ Faculty of Engineering ﻜﻠﻴﺔ ﺍﻟﻬﻨﺩﺴﺔ ﻗﺴﻡ ﺍﻟﻬﻨﺩﺴﺔ ﺍﻟﻤﺩﻨﻴﺔ Civil Engineering Department ﻫﻨﺩﺴﺔ ﺍﻟﺒﻨﻰ ﺍﻟﺘﺤﺘﻴﺔ Infrastructure Engineering A proposal for Asphalt Wearing Course Specification in Palestine Nasser AL-Shrafi Supervised by Dr. Shafik Jendia In partial fulfillment of the requirement for degree of Master of Science in Infrastructure Engineering Gaza – Palestine May, 2005 ﺑﹺﺴﻢﹺ ﺍﻟﻠﱠﻪ ﭐﻟﺮﺣﻤـٰﻦﹺ ﭐﻟﺮﺣﻴﻢﹺ " ﻭﺟﻌﻠﹾﻨﺎ ﺑﻴﻨﻬﻢ ﻭﺑﻴﻦ ﭐﻟﹾﻘﹸﺮﻯ ﭐﻟﱠﺘﻲ ﺑﺎﺭﻛﹾﻨﺎ ﻓﻴﻬﺎ ﻗﹸﺮﻯ ﻇﹶﺎﻫﺮﺓﹰ ﻭﻗﹶﺪﺭﻧﺎ ﻓﻴﻬﺎ ﭐﻟﺴﻴﺮ ﺳﻴﺮﻭﺍﹾ ﻓﻴﻬﺎ ﻟﹶﻴﺎﻟﻲ ﻭﺃﹶﻳﺎﻣﺎﹰ ﺁﻣﻨﹺﻴﻦ" (ﺳﺒﺄ 18 ) ﺻﺪﻕ ﺍﷲُ ﺍﻟﻌﻈﻴﻢ To My Parents, Wife, Sons, Brothers and Sisters i Acknowledgments I would like to send my sincere appreciation to people who made this thesis possible. Special thanks are to my supervisor Dr. Shafik Jendia, for his guidance, patience and encouragement. I would like to thank all lecturers in The Islamic University who have helped me during my study of Infrastructure Civil Engineering Master Program. Those are Dr. Yahya El Sarraj, Dr. Mohammed Awad, Dr. Mohamed Ziara, Dr. Khairy Al Jamal, Dr. Majed El Bayaa, Dr. Mohammed Sager, Dr. Hassan Shaban, Dr. Ahmed Shwedeh and Dr. Mohamed El Reefi. Finally, I wish to acknowledge the cooperation and support of the entire staff members of the material and soil laboratory of The Islamic University of Gaza and Material Testing Laboratory of the Engineering Association, for their consistent help during conducting the laboratory experiments. ii Abstract: The undertaken research work includes the development of a proposal for wearing asphalt layer specifications that is suitable for local aggregate and bitumen in Palestine. The proposed specifications has been developed after collecting and reviewing eleven specifications for asphalt wearing layer and dividing them into three groups. -
Base Course and Paving Page 02740-1
02740 Base Course and Paving Page 02740-1 02740 – BASE COURSE AND PAVING (Last revised 6/22/10) SELECTED LINKS TO SECTIONS WITHIN THIS SPECIFICATION Part 1 – General Geotextile (Petromat) Part 2 – Products Lime Treated Soil Part 3 – Execution Milling Asphalt - Pavement Profiling Aggregate Base Course Pavement Markings Base Course, Construction Paving Operations Bituminous Concrete Asphalt Pavement Repair Bituminous Pavement, Construction Seal Coat Cement Treated Stabilization Surface Casting Adjustments Herbicide – Bikeway Subgrade Tack Coat PART 1 – GENERAL 1.1 RELATED DOCUMENTS A. Drawings and general provisions of the Contract, including General and Supplementary Conditions apply to this specification. B. Section 02200 – EARTHWORK C. Section 02275 – TRENCHING, BACKFILLING, AND COMPACTION OF UTILITIES D. Section 02400 – CURB & GUTTER, DRIVEWAYS AND SIDEWALKS E. Section 02920 – SEEDING, SODDING, & GROUNDCOVER F. Bicycle lanes and paths shall be designed and constructed in accordance with the latest version of the NCDOT NC Bicycle Facilities Planning and Design Guidelines, latest revision, NCDOT Office of Bicycle and Pedestrian Transportation. 1.2 SUMMARY This section includes all equipment, labor, material, and services required for complete installation of aggregate base courses and bituminous concrete pavement structures and specialties for municipal street and greenway systems. 1.3 DEFINITIONS A. General For the purposes of this specification, the following definitions refer to roadway and street systems that come under the authority of the Town of Clayton, North Carolina as specified within this section and other sections of this manual. The Town of Clayton, NC - Manual of Specifications, Standards and Design July 2010 02740 Base Course and Paving Page 02740-2 1) Aggregate Base Course: A layer of graded aggregate materials (ABC unless otherwise specified by the Town Engineer) of a specified thickness placed between the subgrade and the paving course. -
A Review of Current Research on Road Surface Noise Reduction Techniques
Published Project Report PPR443 A review of current research on road surface noise reduction techniques P G Abbott, P A Morgan (TRL) and B McKell (AECOM) Transport Research Laboratory PUBLISHED PROJECT REPORT PPR443 A review of current research on road surface noise reduction techniques by P. G. Abbott, P. A. Morgan (TRL) and B. McKell (AECOM) Prepared for: Project Record: TRL/001/08 A REVIEW OF CURRENT RESEARCH ON ROAD SURFACE NOISE REDUCTION TECHNIQUES Client: Rural and Environment Research and Analysis Directorate, Research and Science Division (Linda Story) Copyright Transport Research Laboratory January 2010 This Published Report has been prepared for the Rural and Environment Research and Analysis Directorate. Published Project Reports are written primarily for the Client rather than for a general audience and are published with the Client’s approval. The views expressed are those of the author(s) and not necessarily those of the Rural and Environment Research and Analysis Directorate. Date Name Approved Project Mike Ainge 29/01/2010 Manager Technical Phil Morgan 29/01/2010 Referee Published Project Report When purchased in hard copy, this publication is printed on paper that is FSC (Forestry Stewardship Council) and TCF (Totally Chlorine Free) registered. TRL PPR443 Published Project Report Contents Glossary of symbols and acronyms v Glossary of terms ix Executive summary 1 1 Introduction 7 PART 1: ADVICE ON LOW-NOISE SURFACES FOR USE IN SCOTLAND 9 2 The impact of low-noise surfaces in Scotland 11 2.1 Current experience 11 2.2 The -
Gravel Roads Construction and Maintenance Guide Table of Contents Subject Page
Errata Replaces page 137 Reconstruction Using a Detour When the reconstruction and resulting berm are significant, the work space takes all or most of the road surface, leaving no room for traffic to negotiate past the work activities. An agency may need to reconstruct the unpaved roadway by correcting the drainage and/or adding surface materials. With this type of work, additional equipment may be used and a large amount of material may create a large berm (12 inches or more across). This will present significant hazards for the traveling public. To improve safety for mo torists and workers, a detour may be the best TTC. Not all road users will be familiar with the local road system and some may be confused by the road closure, so signing should be used to assist users negotiating the detour. Reconstruction work space. (Source: Greg Vavra, SDLTAP). Notes: 1. Not all local agencies use route makers for their system. MUTCD Section 6F.59 states “A Street Name sign should be placed above, or the street name should be incorporated into, a DETOUR (M49) sign to indicate the name of the street being detoured.” 2. With an increase in traffic at the intersections where the detour begins and ends, a review of the usage of the STOP and YIELD signs should be completed. 3. Flashing warning lights and/or flags may be used to call attention to advance warning signs. 4. Flashing warning lights may be used on the Type 3 Barricades, which should be installed at the point where the road is closed. -
Construction of a High Quality Asphalt Wearing Course with More Than 90
O5EE-187 UNLOCKING THE FULL POTENTIAL OF RECLAIMED ASPHALT PAVEMENT (RAP) – HIGH QUALITY ASPHALT COURSES INCORPORATING MORE THAN 90% RAP; A CASE STUDY Jens Christian Arnold1, Matthias Nölting1, Gerhard Riebesehl2, Christian Denck3 1Sasol Wax Gmbh, Business Unit Asphalt Additives, Hamburg, Germany 2Storimpex Asphaltec Gmbh, Glinde, Germany 3Behörde für Stadtentwicklung und Umwelt, Amt für Verkehr und Straßenwesen, Hamburg, Germany ABSTRACT It is widely accepted that reuse of RAP in the construction of hot mix asphalt is environmentally friendly and also economically beneficial. Addition rates vary from country to country and depending on mix design and existing hard ware but very rarely exceed 50wt% in the final mix. This paper describes a case study about a mix design incorporating more than 90% RAP. This mix meets German standards for a wearing course subjected to high traffic loads. An area of 3850 m2 aged asphalt concrete wearing course is milled off. Binder content and mineral composition of the RAP coming from a selected road surface is analyzed. The grading curve of the minerals inside the RAP is inspected. Adjustments with virgin aggregate are calculated to generate a final grading curve that meets specification and to accommodate for slightly higher binder content due to rejuvenator addition. Based on the properties of the extracted bitumen proper rejuvenator dosage is calculated as well. The RAP is heated in a newly designed heating drum and then transferred into a 3t batch mixer. In the mixing process the calculated mineral adjustment is added and homogeneously mixed in together with a hydrocarbon reactivator compound. This compound rejuvenates the aged binder and also adjusts modulus to a desired target level. -
Addendum No. 1
ADDENDUM NO. 1 TO: Interested Parties FROM: Blair Reynolds, Chief Project Manager, Division of Engineering DATE: Thursday, January 7, 2021 RE: Pavement Maintenance & Rehabilitation Program – FY-‘21 Hot Mix Asphalt (HMA) Applications Contract No. MS-PMP-285-28 _____________________________________________________________________________________ Acknowledge receipt of this Addendum No. 1 by signing in the space provided below and returning with your Bid. Failure to sign and return with your Bid may subject the Bidder to disqualification. This Addendum No. 1 forms a part of the Bid Documents, it supplements and modifies them as outlined herein. This Addendum No. 1 consists of 68 pages, including this page and attachments. I hereby acknowledge receipt of Addendum No. 1: By: ________________________________ Date__________________________ Signed Name ________________________________ Typed Name ________________________________ Title For: ________________________________ Firm To: All prime Contractors and all others to whom specifications have been issued. Item 1.01 PRE-BID CONFERENCE, held Wednesday, January 6, 2021 at 10:00 a.m.: Pre-Bid Conference Minutes (consisting of 4 pages). Item 1.02 Special Provisions, Pages SP-1 thru SP-46 DELETE in its entirety. REPLACE with Revised SP-1R thru SP-50R, as attached. Special Provisions revised to include Pay Item 509 Ultra-Thin Bonded Wearing Course. Item 1.02 Road List - Summary of Quantities DELETE in its entirety. REPLACE with Revised RL-1, as attached. Item 1.03 Bid Forms, Page BF-12 thru BF-21 DELETE in its entirety REPLACE with Revised BF-12R thru BF-21R, as attached. Attachments: Pre-Bid Conference Minutes with attachments (4 pages) Revised Special Provisions, Pages SP-1R thru SP-50R (50 pages) Revised Road List - Summary of Quantities, Page RL-1 (1 page) Revised Bid Forms, Pages BF12R thru BF-21R (10 Pages) END ADDENDUM No. -
Section 02232 Aggregate Base Course Part 1 General 1.01
TENDER DOCUMENTS DIVISION 02 Specifications Siteworks SECTION 02232 AGGREGATE BASE COURSE PART 1 GENERAL 1.01 SECTIONS INCLUDES A. Provision, spreading and compaction of materials of aggregate base course for roads in accordance with the specifications and in conformity with grade, lines and thickness shown on the drawings, including setting out of controls and furnishing of all plant, machinery, tools, equipment, guides, templates and labor. 1.02 RELATED SECTIONS A. Section 01330 Submittal Procedures. B. Section 01400 Quality Requirements. C. Section 02210 Compaction and Testing of Earthwork. D. Section 02230 Granular Sub-base. E. Section 02513 Pavements – Asphaltic Concrete. 1.03 REFERENCES A. General Specifications for Roads and Bridge construction, Ministry of Communications, in Kingdom of Saudi Arabia. B. Ministry of Communications circular No. 2403 dated 24.05.1407 H, with other applicable circulars and addenda to General Specifications. C. American Society for Testing and Materials – ASTM. 1. ASTM C 131 Test Method for Resistance to Degradation of Small-Size Coarse Aggregate by Abrasion and Impact in the Los Angeles Machine. 2. ASTM C 136 Sieve Analysis of Fine and Coarse Aggregate. 3. ASTM D 1196 Standard Method for Non-Repetitive Static Plate Load Tests of Soil and Flexible Pavement Components, for Use in Evaluation and Design of Airport, and Highway Pavements. 4. ASTM D 4318 Test Method for Liquid Limit, Plastic Limit and Plasticity Index of Soils. 5. ASTM D 1883 Test Method for CBR (California Bearing Ratio) of Laboratory – Compacted Soils. TENDER DOCUMENTS DIVISION 02 Specifications Siteworks 1.04 SUBMITTALS A. Comply with Section 01300. B. Propose Job Mix Formula (JMF) with pertinent test data and results at least 30 days before producing aggregate base mixtures. -
1180. Pavement Design
1180. Pavement Design 1180.1. Introduction preconstruction engineer is responsible for the final 1180.2. Pavement Overview pavement design. 1180.3. Wearing Course 1180.4. Binder Course 1180.2.3 Non-Highway Pavements 1180.5. Base Course Pavement designs for non-roadway projects, such as 1180.6. Subbase/Select Material/Borrow parking areas, paths, and sidewalks, do not require the 1180.7. Gravel Roads use of the AKFPD Manual procedure if the design 1180.8. Glossary equivalent single axel load (ESAL) is below 10,000. If the ESALs are 10,000 or more, then follow Section 1180.1. Introduction 2.2.4 of the AKFPD Manual. The minimum thickness of all non-highway hot mix asphalt pavements shall be Alaska’s road transportation system is vital to the 2 inches. state’s residents and economy. Pavements must withstand a variety of traffic and environmental A Type II or III, Class C hot-mix asphalt may be used conditions and must serve the public in a safe and for parking areas, paths, and sidewalks with low comfortable manner. In addition, pavements are ESALs. Section 401 of the DOT&PF Standard expected to perform over extended periods of time. Specifications for Highway Construction (specifications) addresses Class C asphalt pavement. This chapter is an overview of the DOT&PF policy and design philosophy for pavements. Detailed policy 1180.3. Wearing Course and procedures that govern Alaska’s flexible pavement design are provided in the Alaska Flexible The wearing course is the top layer of a surfacing Pavement Design (AKFPD) Manual and its system that is in direct contact with traffic loads.