[3] In such composite structures, many questions arise as to the particulars of the design, including what the ideal distribution of concrete and steel might be: To evaluate an objective function, a ratio of steel to concrete costs is necessary. Experimental results[3] showed that the reduction of the capacity is up to 60%. For stirrups and column ties only, turns of either 90 or 135 are used. IFT Featured Texas Job: 2- 30 Linestops on PCCP Water Main with By Pass, IFT Featured Texas Job: 4 pipeline freeze plug for a hospital in Houston, TX, IFT Featured Alaska Job: Dual 42 Linestops through 30" Hottaps on Concrete Cylinder Pipe in Anchorage, AK, IFT Featured California Job: 12" Insert Valve Installation on Transite Pipeline in Santa Ana, IFT Featured Louisiana Job: Dual HDPE Pipe Linestop + Bypass Services, Dutch Finger - Live Air-Valve Replacements. Blow-out failure: failure is characterized by the lateral spalling of concrete in the proximity of the anchor's head. The slab portion above the stem is designed as a one-way slab spanning between stems. Concrete when used along with reinforcement, is capable of taking bending and tension forces. [3] Different types of cast-in-place anchors might be distinguished:[3]. Elastic analysis, design and behaviour of simple and continuous prestressed concrete beams, frames and slabs. Apart from these extraordinary loads, structural connections are subjected to seismic actions, which rigorously have to be treated via dynamic approach. Phone: 1.248.848.3800, US Dollar $ The T-beam has a big disadvantage compared to an I-beam (with I shape) because it has no bottom flange with which to deal with tensile forces. The pryout mechanism for cast-in anchors usually occurs with very short, stocky. 18.18Grout for bonded tendons. (June 2, 2004). A screw is inserted into the base material via a gas actuated gas gun. Invalid Email Address Hazards Associated with De-Watering of Pipelines. Concrete is a mixture of coarse (stone or brick chips) and fine (generally sand and/or crushed stone) aggregates with a paste of binder material (usually Portland cement) and water.When cement is mixed with a small amount of water, it hydrates to form microscopic opaque crystal lattices encapsulating and locking the aggregate into a rigid shape. The Code is written in a format that allows such reference without change to its language. Folding head machinery is available for reduced entry, at a reduced cost and weight; with a reduced by-pass size as well. The concrete panels are designed in accordance with PCI Design Handbook-Precast and Prestressed Concrete (MNL-120), Design Responsibility for Architectural Precast Concrete Projects (ACI 533.1R-02), and ACI 318 Structural Concrete Building Code. Regarding the concrete base failure mode: Concrete cone failure loads increase with elevated loading rates with respect the static one.[25]. IFT offers Full size built-in bypasses on machinery through 48 if flow concerns are an issue. Founded in 1904 and headquartered in Farmington Hills, Michigan, USA, the American Concrete Institute is a leading authority and resource worldwide for the development, dissemination, and adoption of its consensus-based standards, technical resources, educational programs, and proven expertise for individuals and organizations involved in concrete design, construction, and materials, who share a commitment to pursuing the best use of concrete. 18.16Corrosion protection for unbonded tendons . In Post-tensioning, the steel tendons are tensioned after the concrete has been cast and hardened.. Post-tensioning is performed by two main operations: tensioning the steel wires or strands by hydraulic jacks that stretch the strands while bearing against the ends of the member and then replacing the jacks by permanent anchorages that In some respects, the T-beam dates back to the first time a human formed a bridge with a pier and a deck. Many journal en engineering field like prestressed concrete. Mechanical anchorage elements are placed at each of the two ends of the tendon and secured to the formwork. However, the simplicity of the T-beam is in question by some who would rightly test more than one complex structure; for example, a group of researchers tested pretension inverted T-beams with circular web openings,[6] with mixed but generally favorable results. Optimum design of precast prestressed concrete structural element Awinash Tiwari. [3], A connection between structural elements can be represented by steel columns attached to a reinforced concrete foundation. High displacement rates are involved in impact loading. Brazilian Real R$ 48331-3439 USA [13] They are also available in versions for marine or high stress applications. 72" Linestop IFT Stopple with a 100% Shutdown on a Steel Water Main in Houston, Texas, IFT Featured Missouri Job: 48" Hottap for a 72" Linestop with a 48" By Pass, IFT Featured Arizona Job: Multiple 42" Linestop Re-Entries, 36" Linestop and a 30" Hottap. diameter bar tendons. Australian Dollar $ 2. Both ribbed bars and threaded rods can be used and a change of the local bond mechanism can be appreciated experimentally. 26.3Member information. Hazards of Improper Elevator Controller Wiring. Steel T-beams manufacturing process includes: hot rolling, extrusion, plate welding and pressure fitting. Reading time: 1 minute Post tension slab is a combination of conventional slab reinforcement and additional protruding high-strength steel tendons, which are consequently subjected to tension after the concrete has set. Malaysian Ringgit RM the embedded part of the anchors in concrete transfers and the applied load (axial or shear) via bearing pressure at the contact zone. (August 16, 2004). [23] In design phase, the displacement occurring under the characteristic actions should be not larger than the admissible displacement reported in the technical document. Any applicable errata are included with individual documents at the time of purchase. Romanian Leu L As the torque is applied the plastic expands the sleeve against the sides of the hole acting as expansion force. 18.15Design of anchorage zones for multistrand tendons . Rand R FDOT605 Suwannee St.Tallahassee, FL 32399Phone: (850) 414-4100Customer Service Portal. ACI PRC-211.1-22: Selecting Proportions for Normal-Density and High Density-Concrete - Guide, MNL-15(16) Field Reference Manual (Formerly SP-15), SP-017(14): The Reinforced Concrete Design Handbook Volumes 1 & 2 Package, Transition Key - 318-11 to 318-14 and 318.2-14, Transition Key - 318-14 and 318.2-14 to 318-11, ACI CODE-318.2-14: Building Code Requirements for Concrete Thin Shells and Commentary, 318 Historical ACI Building Code Requirements (1908-2005), On-Demand Course: ACI 318-14: "Reorganized for Design" Online Code Course. Indian Rupee Rs. Hazards of Misusing Wire Form Anchorage Connectors for Fall Protection. Exchanges: Contact ACIs Customer Services Department for options (+1.248.848.3800 ACICustomerService@concrete.org). A T-beam (or tee beam[1]), used in construction, is a load-bearing structure of reinforced concrete, wood or metal, with a T-shaped cross section. [2] The load conditions in this case can be summarized as follow: Exceptional loads differ from ordinary static loads for their rise time. Singapore Dollar S$ The T-beam, though simple in design, contains multiple design elements of interest. INSPECTION. 25.9Anchorage zones for post-tensioned tendons. CHAPTER 25. A double-T beam or double tee beam is a load-bearing structure that resemble two T-beams connected to each other. Swedish Krona kr [14] The fastener's insertion provokes the plastic deformation of the base material which accommodates the fastener's head where the force transfer takes place. Complete the form & we will get back to you. This kind of failure occurs when the dimensions of the concrete component are limited or the anchor is installed close to an edge. Prestressed concrete is a form of concrete used in construction. IDM Members' meetings for 2022 will be held from 12h45 to 14h30.A zoom link or venue to be sent out before the time.. Wednesday 16 February; Wednesday 11 May; Wednesday 10 August; Wednesday 09 November The Standard Plans for Bridge Construction shown on this site are for designers to use in preparing contract plans only and are not for direct use by the contractor. It is substantially "prestressed" during production, in a manner that strengthens it against tensile forces which will exist when in service. IFT Featured California Job: 6" Linestop on Natural Gas HDPE Pipe in Vandenberg Air Force Base, CA. Anchorage, AK Delaware, DE Oklahoma City, OK Houston, TX Nashville, TN, 72" Linestop with 48"Hot Tap and a 48" Bypass, International Flow Technologies Main Services, HDPE fusion services, taps, linestops & bypassing, https://www.linestop.com/featured-work/missouri/123-72-linestop-through-a-48-hot-tap/257-ift-featured-missouri-job-48-hottap-for-a-72-linestop-with-a-48-by-pass, International Flow Technologies Linestop.com Main Services, https://www.linestop.com/catalog/html5.html. For example: 4 way tees allow a bypass to each leg without a separate bypass tap. A cantilever bridge is a bridge built using a cantilever.A cantilever is only supported on one end. connection of large diameter Prestressed Concrete Cylinder Pipe (PCCP) and Ductile Iron Pipe (DIP). The last are used in concrete-steel composite structures as shear connectors. Their force-transfer mechanism is similar to mechanical expansion anchors. Post-Tensioning. Concrete foundation walls constructed in accordance with Table 1807.1.6.2. Nonstructural concrete slabs supported directly on the ground, including prestressed slabs on grade, where the effective prestress in the concrete is less than 150 psi (1.03 MPa). Blind Flanges are left at the Line stop location and can be removed and re-stopped at a future date. A thrust force is created at this type of connection in the same manner as a reducer, see but may also be referred to as an anchorage or buttress. The force-transfer mechanism of the screw anchor is based on concentrated pressure exchange between the screw and concrete through the pitches. Bypass tapsPipeline hot tapping Pipeline Hot Tap QuoteIndustrial Pipe freezing servicesPipe Freeze Plugging Liquid nitrogen pipe freezingCryogenic pipe freezing Valve Insert. Reinforced Cement Concrete (RCC) Simran Aggarwal. Construction, Standard Plans for Bridge Call today toll free for a fast quote, National Offices: Anchorage, AK Delaware, DEOklahoma City, OKNashville, TN Houston, TX. The top of the T-shaped cross section serves as a flange or compression member in resisting compressive stresses. Among the subjects covered are: design and construction for strength, serviceability, and durability; load combinations, load factors, and strength reduction factors; structural analysis methods; deflection limits; mechanical and adhesive anchoring to concrete; development and splicing of reinforcement; construction document information; field inspection and testing; and methods to evaluate the strength of existing structures. Return shipping fees are the customers responsibility. Hazards Associated with Strand Restraint Devices in Manufacturing Prestressed Concrete Beams. Phone: 1.248.848.3800 [10], The performance of this anchor's types in terms of 'load-bearing capacity', especially under tension loads, is strictly related to the cleaning condition of the hole. However, the materials used have changed over the years but the basic structure is the same. CVG 5148 Prestressed Concrete Design (3 units) Materials, methods of prestressing, prestress losses, and anchorage zone stresses. Won Providing timely responses to inquiries from the press, government officials, and the public is a crucial function of the Florida Department of Transportation. Steel failure: the weak part of the connection is represented by the rod. Prestressed concrete components are similar to normal concrete but it has high strength concrete and high tensile steel wires. The reality is that for most roadways and bridges today, it is more practical to bring concrete into the design as well. IFT has led the industry for over 40 years in steel and HDPE Natural Gas hot tap and Linestop services. Fax: 1.248.848.3701, ACI Middle East Regional Office These beams are very efficient because the slab portion carries the compressive loads and the reinforcing bars placed at the bottom of the stem carry the tension. Pound Sterling Turkish Lira YTL Danish Krone kr Iceland Krona kr This is the reason that steel is combined with concrete in T-beams. 24.5Permissible stresses in prestressed concrete flexural members. [6] Splitting failure: failure is characterized by a splitting crack which divides the base material into two parts. A T-beam typically has a narrower stem than an ordinary rectangular beam. For fabrication of precast/prestressed structural products, self-stressing forms, bed abutments, and anchorage shall be designed by qualified engineers. 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XB40, Erect Bracing Req w/Miscellaneous Slab Det, Prestressed Conc X-Bm Non-Standard Designs, Std Designs, Ty 5XB20 Thru 5XB40 Bms, 32' Rdwy, Abut,Ty 5XB20 Thru 5XB40 Bms,32' Rdwy,15 Deg, Abut,Ty 5XB20 Thru 5XB40 Bms,32' Rdwy,30 Deg, Bent,Ty 5XB20 Thru 5XB40 Bms,32' Rdwy,15 Deg, Bent,Ty 5XB20 Thru 5XB40 Bms,32' Rdwy,30 Deg, Trestle,Ty 5XB20 & 5XB28 Bms,32' Rdwy,15 Deg, Trestle,Ty 5XB20 & 5XB28 Bms,32' Rdwy,30 Deg, Span,Ty 5XB20 Thru 5XB40 Bms,32' Rdwy,15 Deg, Span,Ty 5XB20 Thru 5XB40 Bms,32' Rdwy,30 Deg, Std Designs,Ty 5XB20 Thru 5XB40 Bms,38' Rdwy, Abut,Ty 5XB20 Thru 5XB40 Bms,38' Rdwy,15 Deg, Abut,Ty 5XB20 Thru 5XB40 Bms,38' Rdwy,30 Deg, Bent,Ty 5XB20 Thru 5XB40 Bms,38' Rdwy,15 Deg, Bent,Ty 5XB20 Thru 5XB40 Bms,38' Rdwy,30 Deg, Trestle,Ty 5XB20 & 5XB28 Bms,38' Rdwy,15 Deg, Trestle,Ty 5XB20 & 5XB28 Bms,38' Rdwy,30 Deg, Span,Ty 5XB20 Thru 5XB40 Bms,38' Rdwy,15 Deg, Span,Ty 5XB20 Thru 5XB40 Bms,38' Rdwy,30 Deg, Std Designs,Ty 5XB20 Thru 5XB40 Bms,40' Rdwy, Abut,Ty 5XB20 Thru 5XB40 Bms,40' Rdwy,15 Deg, Abut,Ty 5XB20 Thru 5XB40 Bms,40' Rdwy,30 Deg, Bent,Ty 5XB20 Thru 5XB40 Bms,40' Rdwy,15 Deg, Bent,Ty 5XB20 Thru 5XB40 Bms,40' Rdwy,30 Deg, Trestle,Ty 5XB20 & 5XB28 Bms,40' Rdwy,15 Deg, Trestle,Ty 5XB20 & 5XB28 Bms,40' Rdwy,30 Deg, Span,Ty 5XB20 Thru 5XB40 Bms,40' Rdwy,15 Deg, Span,Ty 5XB20 Thru 5XB40 Bms,40' Rdwy,30 Deg, Std Designs,Ty 5XB20 Thru 5XB40 Bms,44' Rdwy, Abut,Ty 5XB20 Thru 5XB40 Bms,44' Rdwy,15 Deg, Abut,Ty 5XB20 Thru 5XB40 Bms,44' Rdwy,30 Deg, Bent,Ty 5XB20 Thru 5XB40 Bms,44' Rdwy,15 Deg, Bent,Ty 5XB20 Thru 5XB40 Bms,44' Rdwy,30 Deg, Trestle,Ty 5XB20 & 5XB28 Bms,44' Rdwy,15 Deg, Trestle,Ty 5XB20 & 5XB28 Bms,44' Rdwy,30 Deg, Span,Ty 5XB20 Thru 5XB40 Bms,44' Rdwy,15 Deg, Span,Ty 5XB20 Thru 5XB20 Bms,44' Rdwy,30 Deg, Unit (25.5'-25.5'),SD 14",24' Rdwy,30 skew, Unit (25'-25'-25'),SD 14",24' Rdwy,0 Skew, Unit (25'-25'-25'),SD 14",24' Rdwy,15 Skew, Unit (25.5'-25.5'-25.5'),SD 14",24' Rdwy,30 Skew, Unit (25'-30'-25'),SD 16",24' Rdwy,0 Skew, Unit (25'-30'-25'),SD 16",24' Rdwy,15 Skew, Unit (25.5'-30.5'-25.5"),SD 16",24' Rdwy,30 Skew, Unit (25.5'-25.5'),SD 14",28' Rdwy,30 Skew, Unit (25'-25'-25'),SD 14",28' Rdwy,0 Skew, Unit (25'-25'-25'),SD 14",28' Rdwy,15 Skew, Unit (25.5'-25.5'-25.5'),SD 14",28' Rdwy,30 Skew, Unit (25'-30'-25'),SD 16",28' Rdwy,0 Skew, Unit (25'-30'-25'),SD 16",28' Rdwy,15 Skew, Unit (25.5'-30.5'-25.5'),SD 16",28' Rdwy,30 Skew, Unit (25.5'-25.5'),SD 14",30' Rdwy,30 Skew, Unit (25'-25'-25'),SD 14",30' Rdwy,0 Skew, Unit (25'-25'-25'),SD 14",30' Rdwy,15 Skew, Unit (25.5'-25.5'-25.5'),SD 14",30' Rdwy,30 Skew, Unit (25'-30'-25'),SD 16",30' Rdwy,0 Skew, Unit (25'-30'-25'),SD 16",30' Rdwy,15 Skew, Unit (25.5'-30.5'-25.5'),SD 16",30' Rdwy,30 Skew, Unit (25.5'-25.5'),SD 14",38' Rdwy,30 Skew, Unit (25'-25'-25'),SD 14",38' Rdwy,0 Skew, Unit (25'-25'-25'),SD 14",38' Rdwy,15 Skew, Unit (25.5'-25.5'-25.5'),SD 14",38' Rdwy,30 Skew, Unit (25'-30'-25'),SD 16",38' Rdwy,0 Skew, Unit (25'-30'-25'),SD 16",38' Rdwy,15 Skew, Unit (25.5'-30.5'-25.5'),SD 16",38' Rdwy,30 Skew, Unit (25.5'-25.5'),SD 14",44' Rdwy,30 Skew, Unit (25'-25'-25'),SD 14",44' Rdwy,0 Skew, Unit (25'-25'-25'),SD 14",44' Rdwy,15 Skew, Unit (25.5'-25.5'-25.5'),SD 14",44' Rdwy,30 Skew, Unit (25'-30'-25'),SD 16",44 Rdwy,15 Skew, Unit (25.5'-30.5'-25.5'),SD 16",44 Rdwy,30 Skew, Elastomeric Bearing and Bearing Seat Details, Prestressed Concrete U-Beam (Design Data), Minimum Erection and Bracing Requirements, Prestressed I-Girder Non-Standard Designs, Precast Conc Panels for Overhangs Fab Details, Std Designs,Ty Tx28 Thru Tx62 Girders,24' Rdwy, Abut,Ty Tx28 Thru Tx54 Girders,24' Rdwy,15 Deg, Abut,Ty Tx28 Thru Tx54 Girders,24' Rdwy,30 Deg, Abut,Ty Tx28 Thru Tx54 Girders,24' Rdwy,45 Deg, Bent,Ty Tx28 Thru Tx54 Girders,24' Rdwy,15 Deg, Bent,Ty Tx28 Thru Tx54 Girders,24' Rdwy,30 Deg, Bent,Ty Tx28 Thru Tx54 Girders,24' Rdwy,45 Deg, Trestle Bent,Ty Tx28 Thru Tx54,24' Rdwy,15 Deg, Trestle Bent,Ty Tx28 Thru Tx54,24' Rdwy,30 Deg, Trestle Bent,Ty Tx28 Thru Tx54,24' Rdwy,45 Deg, Span,Ty Tx28 Thru Tx54 Girders,24' Rdwy,15 Deg, Span,Ty Tx28 Thru Tx54 Girders,24' Rdwy,30 Deg, Span,Ty Tx28 Thru Tx54 Girders,24' Rdwy,45 Deg, Std Designs,Ty Tx28 Thru Tx62 Girders,28' Rdwy, Abut,Ty Tx28 Thru Tx54 Girders,28' Rdwy,15 Deg, Abut,Ty Tx28 Thru Tx54 Girders,28' Rdwy,30 Deg, Abut,Ty Tx28 Thru Tx54 Girders,28' Rdwy,45 Deg, Bent,Ty Tx28 Thru Tx54 Girders,28' Rdwy,15 Deg, Bent,Ty Tx28 Thru Tx54 Girders,28' Rdwy,30 Deg, Bent,Ty Tx28 Thru Tx54 Girders,28' Rdwy,45 Deg, Trestle Bent,Ty Tx28 Thru Tx54,28' Rdwy,15 Deg, Trestle Bent,Ty Tx28 Thru Tx54,28' Rdwy,30 Deg, Trestle Bent,Ty Tx28 Thru Tx54,28' Rdwy,45 Deg, Span,Ty Tx28 Thru Tx54 Girders,28' Rdwy,15 Deg, Span,Ty Tx28 Thru Tx54 Girders,28' Rdwy,30 Deg, Span,Ty Tx28 Thru Tx54 Girders,28' Rdwy,45 Deg, Std Designs,Ty Tx28 Thru Tx62 Girders,30' Rdwy, Abut,Ty Tx28 Thru Tx54 Girders,30' Rdwy,15 Deg, Abut,Ty Tx28 Thru Tx54 Girders,30' Rdwy,30 Deg, Abut,Ty Tx28 Thru Tx54 Girders,30' Rdwy,45 Deg, Bent,Ty Tx28 Thru Tx54 Girders,30' Rdwy,15 Deg, Bent,Ty Tx28 Thru Tx54 Girders,30' Rdwy,30 Deg, Bent,Ty Tx28 Thru Tx54 Girders,30' Rdwy,45 Deg, Trestle Bent,Ty Tx28 Thru Tx54,30' Rdwy,15 Deg, Trestle Bent,Ty Tx28 Thru Tx54,30' Rdwy,30 Deg, Trestle Bent,Ty Tx28 Thru Tx54,45' Rdwy,45 Deg, Span,Ty Tx28 Thru Tx54 Girders,30' Rdwy,15 Deg, Span,Ty Tx28 Thru Tx54 Girders,30' Rdwy,30 Deg, Span,Ty Tx28 Thru Tx54 Girders,30' Rdwy,45 Deg, Std Designs,Ty Tx28 Thru Tx62 Girders,32' Rdwy, Abut,Ty Tx28 Thru Tx54 Girders,32' Rdwy 15 Deg, Abut,Ty Tx28 Thru Tx54 Girders,32' Rdwy,30 Deg, Abut,Ty Tx28 Thru Tx54 Girders,32' Rdwy,45 Deg, Bent,Ty Tx28 Thru Tx54 Girders,32' Rdwy,15 Deg, Bent,Ty Tx28 Thru Tx54 Girders,32' Rdwy,30 Deg, Bent,Ty Tx28 Thru Tx54 Girders,32' Rdwy,45 Deg, Trestle Bent,Ty Tx28 Thru Tx54,32' Rdwy,15 Deg, Trestle Bent,Ty Tx28 Thru Tx54,32' Rdwy,30 Deg, Trestle Bent,Ty Tx28 Thru Tx54,32' Rdwy,45 Deg, Span,Ty Tx28 Thru Tx54 Girders,32' Rdwy,15 Deg, Span,Ty Tx28 Thru Tx54 Girders,32' Rdwy,30 Deg, Span,Ty Tx28 Thru Tx54 Girders,32' Rdwy,45 Deg, Std Designs,Ty Tx28 Thru Tx62 Girders,38' Rdwy, Abut,Ty Tx28 Thru Tx54 Girders,38' Rdwy,15 Deg, Abut,Ty Tx28 Thru Tx54 Girders,38' Rdwy,30 Deg, Abut,Ty Tx28 Thru Tx54 Girders,38' Rdwy,45 Deg, Bent,Ty Tx28 Thru Tx54 Girders,38' Rdwy,15 Deg, Bent,Ty Tx28 Thru Tx54 Girders,38' Rdwy,30 Deg, Bent,Ty Tx28 Thru Tx54 Girders,38' Rdwy,45 Deg, Trestle Bent,Ty Tx28 Thru Tx54,38' Rdwy,15 Deg, Trestle Bent,Ty Tx28 Thru Tx54,38' Rdwy,30 Deg, Trestle Bent,Ty Tx28 Thru Tx54,38' Rdwy,45 Deg, Span,Ty Tx28 Thru Tx54 Girders,38' Rdwy,15 Deg, Span,Ty Tx28 Thru Tx54 Girders,38' Rdwy,30 Deg, Span,Ty Tx28 Thru Tx54 Girders,38' Rdwy,45 Deg, Std Designs,Ty Tx28 Thru Tx62 Girders,40' Rdwy, Abut,Ty Tx28 Thru Tx54 Girders,40' Rdwy,15 Deg, Abut,Ty Tx28 Thru Tx54 Girders,40' Rdwy,30 Deg, Abut,Ty Tx28 Thru Tx54 Girders,40' Rdwy,45 Deg, Bent,Ty Tx28 Thru Tx54 Girders,40' Rdwy,15 Deg, Bent,Ty Tx28 Thru Tx54 Girders,40' Rdwy,30 Deg, Bent,Ty Tx28 Thru Tx54 Girders,40' Rdwy,45 Deg, Trestle Bent,Ty Tx28 Thru Tx54,40' Rdwy,15 Deg, Trestle Bent,Ty Tx28 Thru Tx54,40' Rdwy,30 Deg, Trestle Bent,Ty Tx28 Thru Tx54,40' Rdwy,45 Deg, Span,Ty Tx28 Thru Tx54 Girders,40' Rdwy,15 Deg, Span,Ty Tx28 Thru Tx54 Girders,40' Rdwy,30 Deg, Span,Ty Tx28 Thru Tx54 Girders,40' Rdwy,45 Deg, Std Designs,Ty Tx28 Thru Tx62 Girders,44' Rdwy, Abut,Ty Tx28 Thru Tx54 Girders,44' Rdwy,15 Deg, Abut,Ty Tx28 Thru Tx54 Girders,44' Rdwy,30 Deg, Abut,Ty Tx28 Thru Tx54 Girders,44' Rdwy,45 Deg, Bent,Ty Tx28 Thru Tx54 Girders,44' Rdwy 15 Deg, Bent,Ty Tx28 Thru Tx54 Girders,44' Rdwy 30 Deg, Bent,Ty Tx28 Thru Tx54 Girders,44' Rdwy 45 Deg, Trestle Bent,Ty Tx28 Thru Tx54,44' Rdwy,15 Deg, Trestle Bent,Ty Tx28 Thru Tx54,44' Rdwy,30 Deg, Trestle Bent,Ty Tx28 Thru Tx54,44' Rdwy,45 Deg, Span,Ty Tx28 Thru Tx54 Girders,44' Rdwy,15 Deg, Span,Ty Tx28 Thru Tx54 Girders,44' Rdwy,30 Deg, Span,Ty Tx28 Thru Tx54 Girders,44' Rdwy,45 Deg, Steel Bm Std Erect & Bracing Requirements, Slab Beam Std Designs,(24',28' & 30' Rdwy), Prestr Conc Box Beam Non-Standard Designs, Abut, 30' thru 95' Spans, 24' Rdwy, 0 Skew, Bent, 30' thru 95' Spans, 24' Rdwy, 0 Skew, Abut, 30' thru 100' Spans, 28' Rdwy, 0 Skew, Bent, 30' thru 100' Spans, 28' Rdwy, 0 Skew, Abut, 30' thru 100' Spans, 30 Rdwy, 0 Skew, Bent, 30' thru 100' Spans, 30 Rdwy, 0 Skew, Index Sht of Prestr Conc Decked Slab Beam Stds, Prestressed Conc Decked Slab Beam Details, Prestressed Decked Slab Beam Non-Std Designs, Prestr Decked Slab Beam Rail Anchorage Details, Abut, Decked Slab Beams, 24' Rdwy, 15 Deg, Abut, Decked Slab Beams, 24' Rdwy, 30 Deg, Bent, Decked Slab Beams, 24' Rdwy, 15 Deg, Bent, Decked Slab Beams, 24' Rdwy, 30 Deg, Span, Ty 6DS20 or 6DS23, 24' Rdwy, 15 Deg, Span, Ty 6DS20 or 6DS23, 24' Rdwy, 30 Deg, Abut, Decked Slab Beams, 28' Rdwy, 15 Deg, Abut, Decked Slab Beams, 28' Rdwy, 30 Deg, Bent, Decked Slab Beams, 28' Rdwy, 15 Deg, Bent, Decked Slab Beams, 28' Rdwy, 30 Deg, Span, Ty 7DS20 or 7DS23, 28' Rdwy, 15 Deg, Span, Ty 7DS20 or 7DS23, 28' Rdwy, 30 Deg, Abut, Decked Slab Beams, 30' Rdwy, 15 Deg, Abut, Decked Slab Beams, 30' Rdwy, 30 Deg, Bent, Decked Slab Beams, 30' Rdwy, 15 Deg, Bent, Decked Slab Beams, 30' Rdwy, 30 Deg, Span, Ty 8DS20 or 8DS20, 30' Rdwy, 15 Deg, Span, Ty 8DS20 or 8DS23, 30' Rdwy, 30 Deg, Cleaning and Sealing Bridge Joints (Pan Girders), Elastomeric Bearing Replacement (Concrete).
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