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Other sets by this creator. Study with Quizlet and memorize flashcards containing terms like What are the three differences between the AASHTO T-99 and AASHTO T-180?, How many layers of soil are required to make a standard proctor mold? 2016v1.0 Chapter 4 7, 10 General procedures for pipe installation: 1) Locate utilities 2) Excavate trench 3) Explore foundation INSTALLATION PROCEDURES 4) Place structural bedding material to grade. Contractor shall be responsible for all utility fees. Upstream or down stream? 2016v1.0 Chapter 4 14, 15 POST INSTALLATION INSPECTION The following is an excerpt from Virginia Test Method 123 Post Installation Inspection of Buried Storm Drain Pipe and Pipe Culverts covering the scope of post installation pipe inspection. 10) What is the maximum backfill lift thickness? VDOT: Soils and Aggregate Compaction. Cracks shall be digitally scanned to allow for accurate measurement. Silt tight joints provide protection against infiltration of the backfill material containing a high percentage of fines, and typically utilize some type of filtering or sealing component, such as an elastomeric rubber seal or geotextile. If the inspection is to be conducted with a video camera, the video camera shall have fully articulating lenses that will provide a 360 degree inspection of the pipe/culvert, including each joint and any deficient areas of the pipe/culvert, as well as a means to measure deformations/deflections of the pipe (items such as a laser range finder or other appropriate device for taking such measurements as specified herein and approved by the Engineer). Deficiencies found may include: but are not limited to, the following: Crushed, collapsed or deformed pipe or joints Alignment defects Improper Joints (allow infiltration of soil) Misaligned joints (allow debris accumulation) Pipe Penetrations (guardrails, utilities, etc.) It is generally easier to install due to less stringent lubrication requirements for the gasket. 7 0 obj 57 stone be used? Road and Bridge Standards. The Work shall consist of furnishing and installing sewer mains, manholes, laterals, cleanout fittings and appurtenances; and testing, flushing and, 715.01 430 volume of concrete occupied by the drain pipe in a cast-in-place structure or structure extension. endstream endobj startxref %PDF-1.5 % 3 0 obj VDOT : Central Mix Aggregate Plant with Proficiency - FULL PRICE NON VIRGINIA RESIDENTS, CCWA - Workforce Development and Conference Center, VDOT SELF-STUDY: Central Mix Aggregate Plant with Proficiency, VDOT SELF-STUDY: Soils and Aggregate Compaction, VDOT: Central Mix Aggregate Plant with Proficiency, VDOT: Documentation and Recordkeeping for Inspectors. SPECIFICATIONS FOR PRECAST MODULAR BLOCK RETAINING WALL SYSTEM (revised 11/5/13), Stormwater/Wetland Pond Construction Inspection Checklist. Install Pipe The grade of the pipe should always be monitored during installation. Place sample in container and weigh. If your certification expires this year, you must successfully complete all requirements for the certification by completing an instructor-led or self-study course and any proficiency in the same calendar year. endobj Cleaning, Inspecting, and Testing Storm Sewers C. Cleaning and, SECTION 33 41 13 PUBLIC STORM PART 1 - GENERAL 1.01 SECTION INCLUDES A. VDOT - Certifications Classes - Community College - Modern Campus Students must bring valid ID & attend class in order to test. We developed this course with the input of 30-year inspection managers, engineers, and other industry experts. 7) What is the maximum height of cover for a 48 inch pipe diameter Class IV concrete pipe culvert? Description. Description This section includes materials, testing, and installation of precast concrete, SIENA STONE GRAVITY RETAINING WALL INSTALLATION SPECIFICATIONS Prepared by Risi Stone Systems Used by permission. VDOT Soils and Aggregate Compaction: Chapter 2. Wallace Montgomery hiring Inspector in Vienna, Virginia, United States Some links may require the Adobe Reader. Manhole, Frame, and Cover Installation (includes Drop Manhole) Additional Manhole Depth. Traffic information for existing VDOT maintained roadways can be obtained at the following internet Conditions of Use Type of Inlet Protection, INSTALLATION GUIDE americanwick.com 800.242.WICK (9425) American Wick Drain SITEDRAIN prefabricated drainage products may be installed in a variety of civil construction applications including: retaining. 13) Use vibratory plate with a welded foot to compact the aggregate backfill. B. Materials Division - Virginia Department of Transportation This zone contains the same select quality backfill material as in the haunch zone for flexible pipe. Silts and clays are made of particles that are smaller than which sieve? suzanna_gevorgyan. Contractor shall ensure that all permits are obtained prior to any construction. A REVIEW OF THE USE OF RECLAIMED ASPHALT - Read online for free. When you learn and master soils inspection, your market value shoots up. stream How heavy should the hammer be? SECTION 02530 STORM DRAINAGE STRUCTURES. Edit, 02150-1 of 6 SECTION 02150 REMOVAL OR ABANDONMENT OF EXISTING 02150.01 GENERAL A. CADD Manual. Post installation inspections shall be conducted no sooner than 30 days after completion of installation and placement of final cover (except for pavement structure). GRIT Manual. 1.02 SUBMITTALS A. Conducts and/or observe and document test on soils, asphalt, concrete, aggregates, bituminous products, metal products and industrial coatings. PDF Appendix E Compaction Characteristics and Equipment 15) What end of the pipe system do you start installation? We also encourage you to contactJ. R. Noble at james.noble@vdot.virginia.gov to sign up for the MCS Managers report, which is offered to help you better track and manage progress throughout the year. The above components are designed to perform three functions to aid in draining water from the pavement; these are: Intercept Collect Discharge Following is a general guide on the installation of underdrain/edge drain systems: 1) Excavate trench making sure the side walls are stable 2) Remove any sloughed materials from the trench 3) The dug out material is picked up with conveyor belt and loaded in trucks or piled on one side then picked up by a front end loader. Where appropriate, SECTION 5200 - STORM SEWER PART 1 - GENERAL 1.01 SCOPE: This Section covers installation of storm sewer mains and culverts. CHAPTER 4 STUDY QUESTIONS 2) True or False. SECTION 02150 REMOVAL OR ABANDONMENT OF EXISTING UTILITIES AND UNDERGROUND STRUCTURES. materials (soils, aggregate and asphalt) in the field, the Geotechnical firm shall be responsible for the continuous monitoring of the placement and compaction of aggregate base materials, asphalt concrete pavement and the placement and compaction of earthwork and backfill of trenches and structures to ensure compliance with the Specifications. VDOT Soils and Aggregate Compaction 2016v1.0 Appendix D | 1 The inspection can be conducted manually if adequate crawl/walking space and ventilation is available to safely conduct the inspection and the individual(s) conducting the inspection have undergone training on working in confined spaces in accordance with VDOT s current Safety Policy and Procedure #8 Confined Space Entry Policy and Procedure General, or the inspection can be conducted with a video camera. There are many types of compaction equipment available. 155 0 obj <>stream C. Section 014510 TESTING LABORATORY SERVICE. 15) In the case of UD 4, the Open Graded Drainage Layer (OGDL) is placed on top of the completed trench. Your one-stop source for VDOT maps, data and project info. List components of edge drain systems 3. A Review of The Use of Reclaimed Asphalt | PDF | Road Surface PDF SPEEDY MOISTURE TEST Equipment Needed: Complete speedy kit, No. 4 sieve Description This section describes the installation of gravity sewer pipelines fabricated of vitrified, DRAINAGE MATS For Vertical: Flow 15-P For Horizontal: Flow 18-H Soil Drainage Mat with Built-In Protection Layer POLYGUARD DRAINAGE MATS are three-part prefabricated geocomposite drain consisting of a, City of West Linn Public Works Standard Construction Specifications Table of Contents DIVISION SIX STORM DRAIN TECHNICAL REQUIREMENTS 1 601 PIPE AND FITTINGS 1 601.01 Description1 601.02 Materials1, STANDARD SPECIFICATIONS FOR PRIVATE BUILDING SEWER LINES IN PUBLIC RIGHT-OF-WAY Approved and adopted as Official Document Number 800576 this 10th day of December, 1980 Donald R. Boyd, P.E., Director Water, 1.0 ACTIVITY DESCRIPTION 1.1 This document provides basic safety guidelines related to excavation and trenching in pipeline construction activities. 9) The outlet pipe is connected to the back of the end wall. The foundation is to be explored below the bottom of the excavation to determine the type and condition of the foundation. SECTION 7- STORM SEWER 7.1. At the engineer of record's. Page 1 of 6 SECTION 1 GENERAL REQUIREMENTS 1. Manhole Backfill Frequency Example: Depth of Backfill = 9 feet Depth of Backfill (ft.) 5 ft. = Depth of Backfill below top 5 feet 1) 9 ft. 5 ft. = 4 ft. 2) 4 ft. x 3 lifts/ft. VDOT Soils Flashcards | Quizlet Repair of service laterals located, Storm Sewer Trenchless Upgrade Alternatives and Recommendations Background Approximately 1,930 feet of the 40-inch and 42-inch CMP storm sewer pipe from manhole M22 to manhole M12 will be evaluated for, SECTION 32 14 13.19 PERMEABLE INTERLOCKING CONCRETE PAVEMENT (1995 MasterFormat Section 02795) Note: This guide specification for U.S. applications describes construction of permeable interlocking concrete, REINFORCED CONCRETE PIPE PRE INSTALLATION INSPECTION & REPAIR MANUAL Kentucky Transportation Cabinet Kentucky Department of Highways Division of Materials 1227 Wilkinson Boulevard Frankfort, KY 40601 (502), Design Guide Basis of Design This section applies to the design and installation of earthwork and backfill. How far should the hammer fall?, What are the moisture and density content corresponding to the peak of the curve . Silt Tight: A joint that is resistant to infiltration of particles that are smaller than particles passing the No. 5) Open only as much trench as can be safely maintained by available equipment. PDF Aashto Soil Classification Sheets - hldm4.lambdageneration.com Heavily compacted soils contain few large pores, less total pore volume and, consequently, a greater density. VDOT Materials Certification Schools - Business | Virginia Department CATCH BASINS 7-3 7.4. Repair of sanitary sewer lines by replacing short lengths of failed pipe with new pipe. suzanna_gevorgyan. PDF Appendix G - Answers to Study Questions (REVISED) - Virginia The top few inches should be slightly yielding (loose) and fill the corrugations. For questions or concerns regarding MCS grades or certification status, contactus at MaterialsCertification@vdot.virginia.gov. The trench s dimensions and location are typically 1 foot wide and 2 to 4 inches below the subgrade and adjacent to the pavement edge. kYPPc^KZ\"}JT9VBd[ /Le UJs]VOk:SZ Debris in the pipe Coatings free of cracks, scratches and peeling Cracks (longitudinal and circumferential) Spalls and Slabbing For metal and plastic pipe localized buckling, bulging, cracking at bolt holes, flattening, or racking, etc. Provide, SUBDRAINS AND FOOTING DRAIN COLLECTORS PART 1 - GENERAL 1.01 SECTION INCLUDES A. Subdrains B. Subdrain Cleanouts and Outlets C. Footing Drain Collectors D. Storm Sewer Service and Connections 1.02 DESCRIPTION, Page 1 of 7 STONE STRONG SYSTEMS SPECIFICATIONS FOR PRECAST MODULAR BLOCK RETAINING WALL SYSTEM (revised ) PART 1: GENERAL 1.01 Description A. This site uses cookies to enhance site navigation and personalize your experience. PIPE BACKFILL LEARNING OUTCOMES INTRODUCTION. VDOT Soils and Aggregate Place container on stove or hot plate. The work of this Section includes furnishing and installing Reinforced Concrete Pressure Pipe as shown on the Drawings and as specified. SECTION 15076 CEMENT-MORTAR LINED AND COATED (CML&C) STEEL PIPE PART 1 GENERAL 1.01 DESCRIPTION This section designates the requirements for steel pipe fabrication, test in shop, installation of steel, SECTION LS 2530 SANITARY SEWERS PART 1 GENERAL 1.1 SUBMITTALS A. Students must bring valid ID & attend class in order to test. Grade Adjustment of Existing Miscellaneous Structures 600-8 3. SECTION 02612 NONREINFORCED CONCRETE SEWER PIPE, Division 2 Section 32 14 13.19 Section 02795. City of Seattle Supplement to the Specification for Road, Bridge and Municipal Construction, most current addition. For larger diameter pipe, >30 inches, embedment materials should be worked under the haunches by hand. 200 sieve. RIPRAP From Massachusetts Erosion and Sediment Control Guidelines for Urban and Suburban Areas http://www.mass.gov/dep/water/laws/policies. Soils and Aggregate Compaction Technician MARTCP. Natural ground slope, PIPE INSPECTION AND REPAIR. 2016v1.0 Chapter 4 4, 5 PRE CONSTRUCTION ISSUES Prior to construction the pipe delivered to the project should be inspected and verified to be the pipe specified for the project. Access to test grades will be first done on GCC and CCWA and certification credentials will ONLY be available throughVDOT University Virtual Campus, so ALL students must have a valid account on VDOT University. The loosely placed center section of the bedding allows the pipe to seat itself and helps minimize point loads. <>/Metadata 1689 0 R/ViewerPreferences 1690 0 R>> 57 stone can be used as a backfill in the sub foundation. 1. hb```f````2X@( [ $ %%EOF Stagger tests to ensure consistent compactive effort has been achieved. 55 terms. JnqYj A"@. Rock more than 2 inches in its greatest dimension shall not be placed within 12 inches of pipe. - 2000, Related Features Length of run = 275 ft. (Pipe Diameter lift thickness) + (Fill above pipe lift thickness) (1 lift) = 1) (48 in. Exams are offered at various locations in Virginia. Participated in traffic . It should be reviewed by a qualified civil or geotechnical engineer, or landscape architect familiar with the site conditions. SOILS COMPACTION AND TESTING 2015 Technical Training & Certification Program . (Provide three) a) b) c) 2) Explain when a rock correction is utilized and what happens to the laboratory maximum dry density and optimum moisture values after a rock . 3 ft. What is the behavior of a material where the material deforms under load and does not return to its original shape called? The CCWA is hosting the following courses, which are available in a traditional (instructor-led) format or as a self-study option, allowing the students to challenge the Materials Certification exams: For more information on CCWA courses and registration click hereor contact CCWA at 804-523-2290 or 804-523-2292. 2016v1.0 Chapter 4 16, 17 PAVEMENT DRAINS Pavement subsurface drainage is essential in obtaining a well performing pavement, whether it is flexible, rigid or composite. Care must be exercised to ensure placement and compaction of the embedment material in the haunches. ACI Concrete. 1 (do not test 1st lift) = 2) = 14 tests required per 300 (Answer) Pipe Testing Frequency Example 2: Pipe Diameter = 36 in. List benefits of drainage 2. Materials Notebook Resource Document (pdf 2 MB) March 16, 2015. No additional payment will be made for the repair or replacement of existing concrete damaged, ITEM NO. Work includes furnishing and installing precast modular blocks, : Construction Inspection ChecklistsTools Stormwater/Wetland Pond Construction Inspection Checklist Project: Location: Site Status: Date: Time: Inspector: SATISFACTORY/ UNSATISFACTORY COMMENTS Pre-Construction/Materials. SECTION 02630 STORM DRAINAGE PART 1 - GENERAL 1.01 RELATED DOCUMENTS A. Please click on the course title to see the full course description. Soils and Aggregate Compaction Homework.pdf - Course Hero Trenching should be completed in existing soils with sidewalls reasonably vertical to the top of the pipe. Public Involvement Manual. Sign, fax and printable from PC, iPad, tablet or mobile with pdfFiller Instantly. The fill above the top of the regular backfill shall be installed and completed as specified for embankment construction. SUMP DRAINS 7-3 7.3. The compaction equipment will ride on the native soil and not allow for proper consolidation of backfill. This work shall consist of providing pipe or pipe arch of the diameter or shape designated, laid upon a firm bed and backfilled as specified. 1. VDOT Materials Certification Schools - Business - Virginia Refer to VDOT Road and Bridge Specifications, Section Procedures (d) Post Installation Inspection for detail requirements and remediation procedures. ]1YW'; q=A D0Yf BD0A8 Dh s @!2au28!w)#Nb=` L *w @y7![RYT6 Ke`riO05 ~z Section 33 0200- Page 1 of 4 PART 1 - GENERAL 1.1 DESCRIPTION OF WORK The work of this Section includes furnishing and installing Reinforced Concrete Pressure Pipe as shown on the Drawings and as specified. endstream endobj startxref 13) What is the maximum allowed crack size of a rigid pipe? Rigid pipe properly fitted, sealed with rubber, preformed plastic, mastic gaskets Flexible Pipe properly aligned and joined with approved coupling bands Joint Performance Terminology Soil Tight: A joint that is resistant to infiltration of particles larger than those retained on the No. This item shall consist of the construction of both sanitary and storm sewer precast concrete manholes in accordance with, Specification Guidelines: Allan Block Modular Retaining Wall Systems The following specifications provide Allan Block Corporation's typical requirements and recommendations. The moisture content at which a soil begins to behave like a liquid is called the liquid limit. The UD 4 is used with new construction, while the UD 7 is used for retrofitting existing pavements. 1 4 INSTALLATION OF PIPE AND TESTING OF PIPE BACKFILL LEARNING OUTCOMES Understand basic pipe and soil concepts and how they relate to preconstruction issues Understand fundamental trench concepts and pipe installation procedures Understand . Pipe openings in precast drainage units shall not exceed the outside cross sectional dimensions of the pipes by more than a total of 8 inches regardless of the placement of the pipe, their angles of intersection, or shapes of the pipes. Some courses also require that the proficiency be demonstrated at a VDOT approved locations. Description Removal or abandonment of existing utilities and underground structures shall include, but not necessarily, 155 E. Front Street (rear) Lititz, PA 17543 Phone (717) 625-1930 Fax (717) 625-1931 Bethel Township Municipal Authority (BTMA) RESIDENTIAL SEWER CONNECTION MANUAL CONSTRUCTION SPECIFICATIONS AND DETAILS, SECTION 9 SEWER/DRAINAGE LINES 9.1 GENERAL This section covers the requirements for piping materials and installation in the Cedar Hills City sewer and drainage collection system. %%EOF N7R;No7^Y VDOT Soils and Aggregate Compaction" Download Document. Table of Contents I. Iowa DOT Information a. 9) When can No. See the following table for VDOT recommendations. VDOT Soils and Aggregate Compaction Flashcards | Quizlet Civil. AASHTO T180 The Moisture Density Relations of Soils using a 10-pound Rammer and an 18-inch drop. A standard Video/ Digital Camera can be used. 1100 SLIP-LINING SANITARY SEWERS, SEDIMENT/STORMWATER MANAGEMENT BASIN CONSTRUCTION CHECKLIST, LS 2540 SEWER LATERALS AND INSPECTION TEES, CLEANING, INSPECTION, AND TESTING OF SEWERS, SECTION 33 41 13 PUBLIC STORM UTILITY DRAINAGE PIPING, Beacon Hill Sewer District Standard Specifications. For more information about taking the . If it is a routine entrance, or crossover pipe 12 to 30 in diameter, that is to be installed under fills 15 feet or less in height, no exploration is needed.