grouting of tendons in prestressed concrete pdffortaleza esporte clube

ARCHITECT'S HANDBOOK of Construction Detailing. Abstract. (), pp.174, 2002 2)POST-TENSIONING INSTITUTE: Guide Specification for Grouting of Post-Tensioned Structures, 2001 3) European Organization for Technical Approval: Guideline for European Technical Approval of Post-Tensioning Kits for ers cast-in-place structural concrete. Stephen and his wife have two children and a golden retriever and reside in Mount Pleasant. STANDARD SPECIFICATIONS FOR HIGHWAYS, BRIDGES AND AIRPORTS, BLLT J2 Vol 2 specification 131212 rev14 EN CONTRACT, AC 150/5370-10F, STANDARDS FOR SPECIFYING CONSTRUCTION OF AIRPORTS, 30 September 2011, Subject: Standards for Specifying Construction of Airports, CONNECTICUT DEPARTMENT OF TRANSPORTATION BUREAU OF ENGINEERING AND CONSTRUCTION OFFICE OF CONSTRUCTION DIVISION OF MATERIALS TESTING Quality Assurance (QA) Program for Materials, 2012 Standard Specifications for Highway Construction Volume 1 of 2, Government of Nepal Ministry of Physical Infrastructure and Transport Department of Roads STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE WORKS, STANDARD SPECIFICATIONS FOR CONSTRUCTION OF ROADS AND BRIDGES ON FEDERAL HIGHWAY PROJECTS FP-14 Federal Highway Administration Federal Lands Highway, SUDAN OPERATIONS CENTER (SDOC) ACCELERATED INFRASTRUCTURE REHABILITATION OF YAMBIO TO TAMBURA ROAD, His Majesty's Government of Nepal MINISTRY OF PHYSICAL PLANNING AND WORKS DEPARTMENT OF ROADS, Sabarmati River Front Development Corporation Limited, Standard specification for roads and bridges, NEPAL DEPARTMENT OF ROADS - Standard Specification for Roads and Bridge, Elements of Roads and Highways by max fajardo, ESTADO DEL ARTE DISEO PAVIMENTOS AEROPUERTOS, Standard Specification For Road Works STANDARD SPECIFICATION FOR ROAD WORKS, GOVERNMENT OF MADHYA PRADESH PUBLIC WORKS DEPARTMENT SCHEDULE OF RATES For ROAD & BRIDGE WORKS ENGINEER-IN-CHIEF Public Works Department Price : Rs. 0000004675 00000 n During his time in graduate school Kurt helped further several research projects that primarily focused on quality control of drilled shafts during construction. United States. 0000007563 00000 n Patent Abstracts of Japan, 55122916, Sep. 22, 1980, Keizo. The Prestressed concrete is a concrete system into which internal stresses are deliberately induced without any form of external loads to improve its performance. His duties include preparing cost estimates, proposals, and managing projects for various ground improvement systems. The Federal Aviation Administration (FAA) recommends the guidelines and specifications in this AC for materials and methods used in the construction on airports. Download Free PDF. Here, he primarily focused on the design, construction, and quality assurance of deep foundations. Precest Concrete, and Section 418, Prestressed Concrete, no longer exist as separate entities. 1.6 A.1 Testing Agencys services and duties Specify which of 0000003691 00000 n Pour concrete and finish concrete foundation cap, 12. Concrete and Masonry Databook. EXPERIENCED PEOPLE + SPECIALIZED EQUIPMENT + COMMITMENT = SUPERIOR RESULTS. Download. Download Free PDF. Under Rons leadership, Earth Tech has become the largest grouting company in the state and an unmatched source for all types of geotechnical construction. In a crowded industry, Earth Tech has chosen to focus on products and markets in which we can excel and differentiate ourselves. 0000002761 00000 n NSCP 2010 6th Edition Clear Copy. trailer << /Size 76 /Info 26 0 R /Encrypt 30 0 R /Root 29 0 R /Prev 54487 /ID[<938e4f96eda84138c3f080839489e1cc>] >> startxref 0 %%EOF 29 0 obj << /Metadata 27 0 R /PageLabels 24 0 R /Pages 25 0 R /Type /Catalog >> endobj 30 0 obj << /Filter /Standard /R 2 /O (HmVx'yui) /U (9OX\(Ma',;aX') /P -12 /V 1 /Length 40 >> endobj 74 0 obj << /S 88 /L 197 /Filter /FlateDecode /Length 75 0 R >> stream 0000003157 00000 n He has traveled extensively throughout the US managing many large and innovative projects. Bud attended the University of Illinois where he earned his Bachelors degree in Civil Engineering. Prior to joining Earth Tech, Dr. Akrouch spent 4 years working at the Tampa, FL branch of Hayward Baker where he served as Design Engineer in the Southern Region. 8. 0000019507 00000 n Download. Upon graduating UCF Bryan decided to leave the consulting field and joined Earth Tech as a Project Engineer in 2019. endstream endobj 326 0 obj <>/Metadata 5 0 R/OpenAction 327 0 R/PageLayout/OneColumn/PageMode/UseThumbs/Pages 323 0 R/StructTreeRoot 9 0 R/Type/Catalog>> endobj 327 0 obj <> endobj 328 0 obj <>/MediaBox[0 0 612 792]/Parent 323 0 R/Resources<>/ProcSet[/PDF/Text/ImageB/ImageC/ImageI]/XObject<>>>/Rotate 0/StructParents 0/Tabs/S/Type/Page>> endobj 329 0 obj <>stream An email with a link will be sent to this address when the form is initially saved and when the create PDF button is clicked. Our offering is complete, allowing us to deliver the most innovative solution at a competitive price. Download Free PDF. DESIGN OF PRESTRESSED CONCRETE. He loves to travel to new areas of the world and to play racquetball whenever he can. Jon Wiksten joined Earth Tech, LLC in August of 2008 as its Director of Operations. Download Free PDF View PDF Voting Subcommittee Members BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE (ACI 318-02) AND COMMENTARY (ACI 318R-02) REPORTED BY ACI COMMITTEE 318 ACI Committee 318 Structural Building Code To browse Academia.edu and the wider internet faster and more securely, please take a few seconds toupgrade your browser. 0000002632 00000 n After founding Earth Tech in 1991, he has assembled a dream team of the most experienced, dynamic group of managers, engineers, field supervisors and support personnel in the geotechnical construction industry. Inspection of prestressing forces, grouting of bonding of tendons. Prestressed Concrete Box Beam Bridges Nonshrink Epoxy Grout 1085 - Precast Reinforced Concrete Box Culvert provisions of the contract documents and the approved submittals. Part 18 Prestressed Concrete Part 19 Testing of Water Retaining Structures Part 20 Personnel Qualifications and Certification. hXnFu1=k%CRsfI])AAH;9v3="`LJ33F2i^1gFP aAXtLH)Axx,g8B0vY$W YIC'[IuDgKZ. Inspection prestressing tendons and placement. He is a member of the American Society of Civil Engineers the Florida Engineering Society and is a 2017 graduate of the Florida Engineering Leadership Institute. Download Free PDF. 2. grout space prior to grouting. 0000004696 00000 n PRECAST/PRESTRESSED CONCRETE (Sec. Prestressed concrete is a form of concrete used in construction. 3. We want the Earth Tech experience to stand out. Download Free PDF. Download Free PDF. Download Free PDF. Patent Abstracts of Japan, 59150830, Aug. 29, 1984, Asso. From California Bud moved to Florida where he gained his vast experience in geotechnical construction for the past 25+ years. 0000006528 00000 n Following this and his undergraduate studies, he worked full-time in academia for seven years as a research associate while pursuing his doctoral degree. . hb``b``Vd```90D8QA!Q CKe 9.wU Jons construction and technical experience include: Vibro Replacement, Vibro Compaction, Ductile Iron Piles, Micro Piles, Drilled Shafts, and Augercast in place piles, Cement Sand Vertical Columns, Deep Cut off walls, Rock Anchors and many other soil improvement and deep foundation services. John was Kellers North American president until September 2018. 0000011813 00000 n In this article [] Prior to joining Earth Tech, Stephen spent 8 years as a geotechnical engineering consultant in North and South Carolina. DPWH Blue Book. mi for prestressed masonry. Tension is taken to be positive and compression is negative, throughout. After seven (7) days, install tower atop concrete foundation cap, 4. 346 0 obj <>/Filter/FlateDecode/ID[<907E28907FEE3B48B1AAF1C07FCB1975><7875AEA51601A64BB53D4EAC74034754>]/Index[325 62]/Info 324 0 R/Length 109/Prev 310581/Root 326 0 R/Size 387/Type/XRef/W[1 3 1]>>stream 0000002313 00000 n Inspection of prestressing forces, grouting of bonding of tendons. In 2016, Curtis joined GeoConstructors as a Project Manager for about 5 years managing ground improvement projects throughout the greater Mid-Atlantic. The revision was made in response to some valid comments on the use of said specifications to suit the actual field conditions and in consonance with the policy direction of the Department to improve the quality of infrastructure projects. 0000015351 00000 n Sorry, preview is currently unavailable. 0000016097 00000 n Preparing Technical Requirements for Third Party Contracting of Army Facilities. Download Free PDF. An improved automated rotating billboard. 0000007432 00000 n Piping stress analysis is a discipline which is highly interrelated with piping layout (Chap. In 2021, Curtis joined Earth Tech as Project Manager for the Carolinas, Georgia, and Virginia. Download Free PDF. His responsibilities include the design of ground improvement and structural support systems such as Vibro-Replacement, Vibro-Compaction, Rigid Inclusions, Helical Piles, and Micro-piles. John joined Earth Tech, LLC in January of 2020 as its Director of Strategic Acquisitions. He is a member of the American Society of Civil Engineers, the Florida Engineering Society and is a 2018 graduate of the Florida Engineering Leadership Institute. 2. Concrete-filled steel tubular high-pile tower footing structure of tower crane and construction method thereof, Grout template and method of use for wind turbine foundations, Flange anchor bar foundation for wind-driven generator on decomposed rock foundation, Bearing block for offshore foundation structures, in particular tripods, Expanded pier structure and forming method thereof, Concrete pile cap structure and construction method thereof, Connection between a wind turbine tower and its foundation, Support platform for an oil field pumping unit using helical piles, Ribbed foundation for superstructures and method for producing the foundation, Gravity-type onshore/offshore wind turbine foundation with anchor rod, Confined concrete core wall with horizontal split type coupling beams, Foundation for wind-turbine tower and method for pre-assembling a wind-turbine tower, Single-pipe tower prefabricated spiral steel pipe pile foundation, There is pressure dispersing type and arrange the blower foundation of high-strength prestressed anchor pole (rope), Antidumping blower foundation ring structure and construction method thereof, High-voltage transmission line iron tower pile foundation structure, The construction method and mounting structure of tower crane built-in fitting are installed on raft foundation, Method of replacing anchor bolts in wind turbine foundations, Devices, systems and methods for anchoring structural loads, Pier and mat foundation fortification and monitoring system, Radar level gauge with a phase locked loop, Post-tension tube foundation and method of assembling same, Corrugated shell bearing piles and installation methods, Prestressed anchor rod combined excavation composite foundation and construction method thereof, Supporting foundation conversion structure in limited space and construction method, Concrete sluice gate pier structure and construction method thereof, Construction method of a concrete foundation and concrete foundation for overhead line poles, Method of forming enlarged base encased concrete piles, Elevated single column-borne house of precast concrete elements and posttensioned tendons, Method of grouting a pile in a hole involving the vibration of the grouting material, Method and means for installing load bearing piles in situ, Process for providing a foundation pile for alternating compressive and tractive stresses and a pile thus provided, Prestressed reinforced concrete foundation pile - consists of external tube, with reinforcement, and concrete cast in-situ, Base construction for grain bins and the like including moisture sealing means, Techniques for establishing inground support footings and for strengthening and stabilizing the soil at inground locations, Manufacturing method and device of hollow-typed reverse circulating piles, Method and apparatus for installation of an outer-cased piling, Gravity pile for platform foundation and process for its installation, Railroad signal foundation and method of producing, transporting and erecting same, Foundation anchor and method for securing same to a foundation, Precast product for foundation of steel tower, and construction of steel tower therewith, Open cutting by floor slab braced retaining wall, Post support assembly having a mounting socket and a rigid collar, Structure of base of column and construction method for base of column, Reinforced concrete pole with attachment mechanism, Structure members and a method of jointing the same, High-tension high-compression foundation for tower structures, Perimeter weighted foundation for wind turbines and the like. 3. Academia.edu uses cookies to personalize content, tailor ads and improve the user experience. This document published by ACI 530 committee, provides the minimum design requirements for masonry . Michael graduated from Auburn University in 2001 with his Bachelor of Civil Engineering degree and again in 2003 with his Master of Science degree. prestressing tendons and anchorages. Related Papers. He started his professional career with URS (now AECOM) in the Baltimore & Philadelphia regional offices for 7+ years working on design of Bridges & Transportation related structures. Project management experience spans the full product range of deep foundations, earth retention, ground improvement and specialty grouting. Anchors in Hardened Concrete or Masonry (Sec. l ta qa as se er ov o et it m SECTION 2 Part 1 Part 2 Part 3 Part 4 Part 5 Part 6 Part 7 Part 8 Part 9 Part 10 Part 11 Part 12 Part 13 Part 14 Part 15 %%EOF All symbols are defined in the text where they first appear. 1705.3) 1. In 2008, Bud joined Earth Tech and helped start and grow the commercial division for the company. His responsibilities included coordinating geotechnical investigations, preparing proposals, preparing geotechnical reports, performing various types of laboratory testing, monitoring on site drilling activities, and field testing/inspections. 8. Bryan has passed the Fundamentals of Engineering Exam and is currently pursing becoming registered Professional Engineer in the State of Florida. He is responsible for marketing and business development, estimating, and project management for ground improvement and deep foundation projects in his region. A circular concrete cap foundation poured in-situ within a perimeter forming corrugated metal pipe set atop or within an excavated pit and enclosing a series of circumferentially spaced pile anchors. Hawkeye Pedershaab Concrete Technologies, Inc. , . ];D8b \. %PDF-1.4 % Continue Reading. ACI 530-11 Building Code Requirements and Specification for Masonry. Mark is a registered Professional Engineer in the State of Florida. Eli Elo. ACI318-Mazen A Musmar. Method of forming an-before "immured" Aia trial proceeding filed before the patent and appeal board: inter partes review, 10. Ron has spent his entire 40+ year career in the specialty geotechnical, soil stabilization field. Stephen joined Earth Tech, LLC is October of 2017 as an Area Manager for North and South Carolina. 1.1.2 Work not specifiedThe following subjects are not in the scope of this specification: Precast concrete products; Heavyweight shielding concrete; Slip-formed paving concrete; Jons responsibilities include field operations, project and site safety, estimating, project management, equipment procurement, and business development. 1704.4) 1. Dan obtained a Bachelor of Business Administration/Associates of Business Management. Ron is also the president and founder of The Broadrick Family Foundation. Download Free PDF. By using our site, you agree to our collection of information through the use of cookies. Academia.edu no longer supports Internet Explorer. You can find him on his boat or on the golf course in his free time. After Virginia Tech, Curtis join Triad Engineering as a Staff Engineer for 2 years working for their Geotechnical and QA/QC Departments. The pull down/hold down force of the pile anchors. )? Hn::^ The standards contained in this advisory circular (AC) relate to materials and methods used for the construction on airports. B5). Tower foundation and manufacture method thereof, Methods for construction of pre-fabricated modular reinforcement cages for concrete structures, Prestressed concrete square pile and manufacturing method thereof, Foundation system for electrical utility structures, Cementitious foundation cap with post-tensioned helical anchors, Method and Arrangements Relating to Foundation for Antenna Mast of Wireless Communication System, Pile foundation for high-voltage transmission line iron tower, Foundation structure applicable to pre-stressed rock anchor rod fan base and construction method of foundation structure, Continuous strand hoop reinforcement for concrete foundations, A kind of ultra-deep washes away the steel pipe pile reinforced method of foundation pile apron, A kind of pillar-shaped bridge truss support reinforcement means, Hillside tower crane foundation construction device and construction method thereof, Wind turbine tower and method for erecting a wind turbine tower, Retrofit reinforcing structure addition and method for wind turbine concrete gravity spread foundations and the like, Method for installing overhead transmission line supports on permafrost soils, Elongate member reinforcement with a studded collar, Tower segment and method utilizing segmented bearing plate, Polyurethane foam in foundation footings for load-bearing structures, Pile foundations for supporting power transmission towers, Auxiliary Device and Method for Realizing a Bolt Connection Between Connecting Flanges of a First and a Second Structure, Bionic Root Foundation for Onshore Wind Turbine Generators, Tubular foundation for onshore wind turbine generators, Assembling structure of prefabricated concrete component, Support system having shaped pile-anchor foundations and a method of forming same, Reinforcement structures for tensionless concrete pier foundations and methods of constructing the same, Methods for constructing tensionless concrete pier foundations and foundations constructed thereby, Method for creating a foundation, in particular for a tower of a wind energy plant, DEVICE AND METHOD FOR REINFORCING A PYLONE FOUNDATION, Small power vertical axle wind-mill generator, Tower foundation system and method for providing such system, Method of installing foundation for wind power generator involves embedding anchor cage and load divider plate with reinforcement and temporary retaining nuts, Void form for constructing post-tensioned foundation piles, Device and method for the support of both steel and precast concrete wall posts for installation, Wind turbine foundation monitoring system, A foundation and a method for forming a foundation for a wind turbine tower with angled anchoe hole through a rock flange, Wind turbine tower and method for building the same, System and method for an in-ground arrangement for use with mailboxes, signs or the like, High-strength anchor system, safe room bulkhead, and method of anchoring a support to mine strata. He is an active member of ASCE, Geo-Institute, Urban Land Institute, CE Club of Charleston, Charleston Contractors Association, Carolinas AGC, and Deep Foundations Institute. Guyon, Y. He then moved to Atlanta & San Francisco with the Reinforced Earth Company where he was involved in design and marketing of MSE walls and highway structures. 1705.3) MASON. Z\FF)t,a'XaN(asCp daN(nd?$aEFCC$x%oGHWXJb0d[bN)$rh5Qbc-t.vDSWP specimens, and/or prisms c) Verify compliance with the required inspection. ASSIGNMENT OF ASSIGNORS INTEREST;ASSIGNOR:HENDERSON, ALLEN P;REEL/FRAME:049756/0105, ENTITY STATUS SET TO UNDISCOUNTED (ORIGINAL EVENT CODE: BIG. 0000019378 00000 n Enter the email address you signed up with and we'll email you a reset link. His research focused on the evaluation of strand to grout bond in post-tensioned tendons with corrosion inhibiting penetrants. M.M.R., Shrive, N.G. (1953) Prestressed Concrete, John Willy and Sons, Inc., New York. 325 0 obj <> endobj Suugii Gburning. All previous amendments made as well as new specifications developed were considered and included in this 2004 edition, for the guidance and compliance of all concerned. Related Papers. Prior to joining Earth Tech, LLC. While construction details can add to the style and aesthetic appeal of a building, they are useless unless they can successfully provide the basic functional requirements of satisfying the building's purpose, protecting against the elements, providing durable interior finishes, and making construction efficient and economical. 0000005619 00000 n In general, use of this AC is not mandatory. 0000002065 00000 n Our reputation will speak for itself. 2014 Mehdi Ali. Jeffrey Luin. The layout of the piping system should be performed with the requirements of piping stress and pipe supports in mind (i.e., sufficient flexibility for thermal expansion; proper pipe routing so that simple and economical pipe supports can be RO Esp. We have assembled a highly capable team of designers, project managers and field specialists to provide you the most innovative and cost-effective solutions delivered in an efficient and timely manner. I encourage my industry contacts to reach out to explore the opportunities we have planned. Download Free PDF. To browse Academia.edu and the wider internet faster and more securely, please take a few seconds toupgrade your browser. Prior to joining Earth Tech, Michael worked with the Florida division of Hayward Baker (Keller) for nearly 10 years. ACI 318 19 Building Code Requirements for Concrete and Commentary SI Units by American Concrete Institute (z lib.org) NSCP-2015.pdf - Free ebook download as PDF File (.pdf) or read book online for free. Construction of government infrastructure facilities of the highest quality has always been the primary mandate of the Department of Public Works and Highways (DPWH). Kurt spends his free time with his girlfriend, Valeria, and their dog, Kalea. In 2010, Dr. Akrouch moved to the United States to pursue his Master and Ph.D. degrees in Civil Engineering at Texas A&M University. ); ENTITY STATUS OF PATENT OWNER: LARGE ENTITY, PAYMENT OF MAINTENANCE FEE, 12TH YEAR, LARGE ENTITY (ORIGINAL EVENT CODE: M1553); ENTITY STATUS OF PATENT OWNER: LARGE ENTITY, Post-tension pile anchor foundation and method therefor, Foundation for enabling anchoring of a wind turbine tower thereto by means of replaceable through-bolts, Apparatus and method for producing a concrete foundation, Apparatus and method for installing anchor bolts in a cylindrical pier foundation. In 2018, Dr. Akrouch joined Earth Tech as a Senior Engineer specializing in ground improvement, structural support, and earth retaining structures in the Southeast Region. B3) and support design (Chap. 0000005598 00000 n 1.4 B.2 Unit strength method Specify when strength of grout is to be determined by test. Most building problems and outright failures occur because of poorly designed or constructed details. Michael is a registered Professional Engineer in the State of Florida. Before completing his masters degree, Kurt joined Earth Tech as a Design Engineer in the fall of 2018. The circular concrete cap foundation supports sets of inner and outer circumferentially spaced tower anchor bolts having their lower ends anchored to an embedded anchor ring and Download Free PDF View PDF. As the company continued to grow, vertical integration added specialty equipment building, drill tool fabrication and grout material production. Mark spent almost 20 years at Hayward Baker (Keller) as a Sr. Project Manager and specialized in the ground improvement side of the business where he worked on projects throughout the southeastern United States, the Caribbean and Central America. xo$Uk!6 cPs{\{/v{|Y`_5 -&K {Du`^2\kd=q.lP5xQbLHvSK]$8q-_1:Y;0Sd w endstream endobj 75 0 obj 177 endobj 31 0 obj << /Contents [ 41 0 R 43 0 R 45 0 R 47 0 R 50 0 R 52 0 R 54 0 R 64 0 R ] /CropBox [ 0 0 595 842 ] /MediaBox [ 0 0 595 842 ] /Parent 25 0 R /Resources 32 0 R /Rotate 0 /Type /Page >> endobj 32 0 obj << /ColorSpace << /Cs6 38 0 R >> /ExtGState << /GS1 60 0 R >> /Font << /TT10 49 0 R /TT2 35 0 R /TT4 37 0 R /TT6 33 0 R /TT8 39 0 R >> /ProcSet [ /PDF /Text /ImageB /ImageC /ImageI ] /XObject << /Fm1 72 0 R /Im1 73 0 R >> >> endobj 33 0 obj << /BaseFont /MS-Gothic /DescendantFonts [ 61 0 R ] /Encoding /90ms-RKSJ-H /Subtype /Type0 /Type /Font >> endobj 34 0 obj << /Ascent 891 /CapHeight 656 /Descent -216 /Flags 34 /FontBBox [ -568 -307 2028 1007 ] /FontName /TimesNewRoman /ItalicAngle 0 /StemV 94 /Type /FontDescriptor >> endobj 35 0 obj << /BaseFont /MS-Mincho /DescendantFonts [ 56 0 R ] /Encoding /90ms-RKSJ-H /Subtype /Type0 /Type /Font >> endobj 36 0 obj << /Ascent 985 /CapHeight 0 /Descent -216 /Flags 34 /FontBBox [ -165 -307 1246 1201 ] /FontName /Century /ItalicAngle 0 /StemV 0 /Type /FontDescriptor >> endobj 37 0 obj << /BaseFont /Century /Encoding /WinAnsiEncoding /FirstChar 32 /FontDescriptor 36 0 R /LastChar 49 /Subtype /TrueType /Type /Font /Widths [ 278 0 0 0 0 0 0 0 0 0 0 0 0 0 0 278 556 556 ] >> endobj 38 0 obj [ /ICCBased 63 0 R ] endobj 39 0 obj << /BaseFont /TimesNewRoman /Encoding /WinAnsiEncoding /FirstChar 32 /FontDescriptor 34 0 R /LastChar 122 /Subtype /TrueType /Type /Font /Widths [ 250 0 0 0 0 0 0 0 333 333 0 0 250 333 250 0 500 500 500 500 500 500 500 500 500 0 278 0 0 0 0 0 0 722 667 667 722 611 556 722 722 333 389 722 0 0 722 722 556 0 0 556 611 722 0 0 0 0 0 333 0 333 0 0 0 444 0 444 500 444 333 500 500 278 0 500 278 778 500 500 500 0 333 389 278 500 500 0 0 0 444 ] >> endobj 40 0 obj 906 endobj 41 0 obj << /Filter /FlateDecode /Length 40 0 R >> stream



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