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existing pavement as the case may be in accordance with the requirements of these specifications. The material shall be laid in one or more layers as necessary to lines, grades and cross-sections shown on the approved drawings or as directed by the engineer. 3.3.2 The thickness of a single compacted Wet Mix Macadam layer shall not be less than ...
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034-20 – ADDENDUM 2 APPENDIX A - TECHNICAL SPECIFICATIONS ... (Burnt Mill Rd STA 10+00) and continue along Burnt Mill Rd to STA ... The removal of existing pavement markings will be considered an incidental item with no additional compensation provided. All permanent pavement markings shall be extruded thermoplastic and meet FDOT standard ...
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CITY OF FRIENDSWOOD REMOVING EXISTING TECHNICAL SPECIFICATIONS PAVEMENTS AND STRUCTURES 02105-1 City of Friendswood Revised: 7/10/2008 SECTION 02105 REMOVING EXISTING PAVEMENTS AND STRUCTURES PART I: GENERAL 1.1 GENERAL REQUIREMENTS A. Removing concrete paving, asphaltic concrete pavement, brick pavement and base courses.
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Item 4334 Mill existing pavement material and dispose of it [depth, location] Work Operations incorporated in the above item include: a) Work Operations listed in Clause 2.1.5 of MRS01 . Introduction to Specifications. b) milling of the pavement to the depth(s) and …
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NCDOT 2012 Standard Specifications. Section 607 ... 27 Mill the existing pavement to restore the pavement surface to a uniform longitudinal profile 28 and cross section in accordance with typical sections shown in the plans. Where indicated in 29 the contract, remove pavement to a specified depth and produce a specified cross slope. ...
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3.0 PAVEMENT DESIGN PROCESS For existing pavement structures, a pavement condition evaluation shall use the Ministry's Pavement Surface Condition Rating (PSCR) manual to determine existing pavement distress conditions and identify structural deficiencies of the pavement structure. The Pavement Design Process is to: 1.
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TECHNICAL SPECIFICATION 231 MILL EXISTING. TECHNICAL SPECIFICATION 231 MILL EXISTING PAVEMENT, The milling machine shall be equipped with a, TECHNICAL SPECIFICATION 231 MILL EXISTING.
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The recycling of existing pavement to produce new pavement can have results in the savings of material, cost and time. In addition, the act of recycling existing material also helps to solve ... processed in a colloid mill. The asphalt is sheared into tiny droplets and the emulsifier (a surface- ... Specifications. A roadway rehabilitated ...
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to engineering, technical, and other criteria and standards, to aid in the administration and enforcement of the ... The removal and replacement of portions of existing concrete pavement, drives, slabs, sidewalks, etc., ... accordance with this specification and …
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Specifications, technical memoranda and special provisions are included for all treatment methods recommended in the 1 7 1)ocurnenl Analysisi1)escriptots -7-- ... maintaining and preserving existing pavement surfaces. This shift has resulted in three types of pavement maintenance operations: Preventive Maintenance: ...
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Final Specifications TS 1 of TS 119 TECHNICAL SPECIFICATIONS . RURAL ROAD / RIO SALADO PARKWAY . INTERSECTION IMPROVEMENTS . City of Tempe Project No. CIP 5409581 . City of Tempe . Engineering and Transportation Department . 31 E. 5. th. Street . Tempe, AZ 85281 . December 3, 2019 . 12-3-2019
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TECHNICAL SPECIFICATION 231 MILL EXISTING PAVEMENT PAGE 2 of 4 limiting the amount of dust escaping from the milling and removal operation in accordance with local, State, and Federal air pollution control laws and regulations.
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— Saw cut or mill existing pavement to width of proposed trench plus 200m minimum each side. Refer Section 2 Earthworks for saw cutting. — Excavate trench and install service(s) without damaging the edges of the remaining asphalt. Refer Section 2 Earthworks for excavation for trenches.
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SECTION 327 MILLING OF EXISTING ASPHALT PAVEMENT. Various mill manuals including operation manuals, maintenance guides, parts lists, and brochures. ... SECTION 327 MILLING OF EXISTING ASPHALT PAVEMENT 327-1 Description. Remove existing asphalt concrete pavement by milling to improve the rideability and ... Technical Specification for CNC ...
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Standard Construction Specifications Division 40 – Asphalt Surfacing Revised 11/08 STANDARD CONSTRUCTION SPECIFICATIONS FOR ASPHALT SURFACING DIVISION 40 SECTION 40.01 GENERAL Article 1.1 Scope of Work The Work covered by these Specifications consists of providing all plant, labor, equipment
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Pavement bearing strength is determined using California Bearing Ratio (CBR) to find out on the pavement classification number on each runway. As such, there are 2 types of pavement types, rigid and flexible, for the classification. Cement-concrete pavement (rigid) are used for some movement areas but it can crack upon intense impact.
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A.Where parts of the existing concrete curb, sidewalk, driveways, and asphaltic or Portland cement concrete pavement is to be removed at locations other than contraction or isolation joints, the existing concrete or asphalt shall be sawed with a concrete saw to the full depth of the existing slab or curb.
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•Evaluates effects of specification changes MEPDG. 42 M-E Pavement Design Process Climate Structure Response Materials Distress ... –Support –Foundation and existing pavement. 55 ... Technical Director North Central Superpave Center 765/463-2317 ext. 226 [email protected]
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230 Pavement Reclamation rev1703 - townofwindsorct TECHNICAL SPECIFICATION 230 PAVEMENT RECLAMATION PAGE 1 of 4 Rev, The existing road pavement shall be pulverized and mixed with the base course material, designed to mill or shred the existing bituminous concrete rather than to crush or fracture it, are not considered capable of achieving ...
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Specifications. PURPOSE: The purpose of this EI is to transmit shelf notes for revised specifications for cold milling. The revisions are intended to be used as directed by EI 05-018 Design Guidance for Hot Mix Asphalt (HMA) Pavement Ride Quality Projects. TECHNICAL INFORMATION: Production cold-mill planing is introduced and should be used on HMA
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3) Under Technical Specifications, Section 11.50 "Pavement Micro-Milling" I. Under Section a. "General", ADD the following paragraph: "With the exception of reporting to Caltrans and references to HMA overlay, the pavement micro-milling shall be in accordance with Section 36-3, "Pavement
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Mill Existing Asphalt Pavement - 3" Nominal Depth 22177: SY 13: 326.13aSP 3" Polymer Modified 3/4" Asphalt Fiber Mix with Fiber Mesh Overlay 3742: TON 14: 326.13bSP Pavement Repair Type 1: 1200 SF: 15 340.1SP: Remove and Replace Existing Vertical Curb and Gutter, "Type A", Quad City Std. Dtl. 220Q-1 60: LF 16: 340.2SP Remove and Replace ...
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selection for the project. The existing pavement structure must be repaired to a stable condition in order to provide a good base for a surface overlay. Prior to the start of the project, the inspector should become familiar with the plans, specifications, and contract documents and understand the exact type of materials specified by
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TECHNICAL SPECIFICATION 231 MILL EXISTING. TECHNICAL SPECIFICATION 231 MILL EXISTING PAVEMENT PAGE 3 of 4 At all permanent limits of milling, a clean vertical face shall be established prior to paving.
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Specifications, by Standard Special Provisions which are unique to a select group of projects or by Project Special Provisions which are unique to the specific bid proposal or contract. Working titles have a masculine gender, such as workman, workmen and foreman.
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Specifications, technical memoranda and special provisions are included for all treatment methods recommended in the 1 7 1)ocurnenl Analysisi1)escriptots -7-- ... maintaining and preserving existing pavement surfaces. This shift has resulted in three types of pavement maintenance operations: Preventive Maintenance: ...
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III TECHNICAL SPECIFICATIONS/SCOPE OF WORK A. Rehabilitation of existing paved areas as illustrated in Composite Attachment A. Include any necessary pre-leveling. B. Bump mill around all structures butting up to existing pavement. C. Haul and dispose of all scrapings and accumulated millings. D. Clean back edges of existing asphalt prior to paving.
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The contractor shall mill the existing asphalt surface and restoration areas to a depth of 2". Payment for "Pavement-Milling, Hot-Mix, 2" Depth" shall be made per Square Yard (SY) in accordance with Section 760 of the DelDOT Standard Specifications. 6. Base Repairs.
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technical specifications for streets and roads, traffic, and streetscape construction prepared by: urban engineers, inc. 1010 wethersfield avenue ... 0104001 sy mill existing pavement to required depth-class a 0104002 sy mill existing pavement to required depth-class b
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ITEM B: REMOVE Page TOC- Technical Specifications I and REPLACE with the attached Page TOC- Technical Specifications I. ITEM C: INSERT the attached specification for "Item W206.05 –Hand Excavation", in the technical specifications section. ALL PROVISIONS OF THE CONTRACT NOT AFFECTED BY THE FOREGOING SHALL REMAIN IN FULL FORCE AND EFFECT.
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at locations where the new pavement surface meets existing pavement surfaces. Payment will be per square yard of area milled. 2.10 Upon completion of the paving work, the Contractor shall grade the pavement shoulders to a minimum width of three (3) feet with a uniform slope from the edge of the new pavement surface to the existing shoulder.
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New Caltrans pavement smoothness specifications. 1. Implementation of the Revised Caltrans Pavement Smoothness Specification Tom Pyle, Chief - Caltrans Office of Asphalt Pavements Don Matthews, Pavement Recycling Systems, Inc. Spring Asphalt Pavement Conference and Equipment Expo March 21, 2019. 2. Smoothness Overhaul.
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