[{"data":1,"prerenderedAt":-1},["ShallowReactive",2],{"doc-seo-648699-105":3,"detail-sidebar-cat-0-en-105":80,"doc-detail-648699-en":130},{"code":4,"msg":5,"data":6},0,"ok",{"site_id":7,"language":8,"slug":9,"title":10,"keywords":11,"description":12,"schema_data":13,"social_meta":73,"head_meta":75,"extra_data":77,"updated_unix":79},105,"en","specification-032000-concrete-reinforcement-part-10-general","SPECIFICATION 032000 - Concrete Reinforcement - Part 1.0 General","","Concrete Reinforcement Specification 032000 defines requirements for furnishing labor, materials, equipment, and incidentals to install reinforcement steel, wire, and fabric as shown on construction drawings. It establishes reference standards (ACI, ASTM, AWS, CRSI), detailing and shop drawing submittal contents, mill test certifications, and testing per ASTM A615 and ACI 318. It also specifies reinforcement grades and bending requirements, material cleanliness, minimum inside-bend diameters, quality assurance observation prior to concrete placement, testing-agency qualifications, welding eligibility rules, dimensional tolerances for cutting and bending, and delivery, storage, and tagging practices.",{"@graph":14,"@context":72},[15,34,55],{"@type":16,"itemListElement":17},"BreadcrumbList",[18,23,27,31],{"item":19,"name":20,"@type":21,"position":22},"https://docshare.wps.com","Home","ListItem",1,{"item":24,"name":25,"@type":21,"position":26},"https://docshare.wps.com/document/","Document",2,{"item":28,"name":29,"@type":21,"position":30},"https://docshare.wps.com/document/research-report/","Research & Report",3,{"item":32,"name":10,"@type":21,"position":33},"https://docshare.wps.com/document/specification-032000-concrete-reinforcement-part-10-general/648699/",4,{"url":32,"name":10,"@type":35,"image":36,"author":41,"headline":10,"publisher":44,"fileFormat":47,"inLanguage":8,"description":12,"dateModified":48,"datePublished":49,"encodingFormat":47,"isAccessibleForFree":50,"interactionStatistic":51},"DigitalDocument",{"url":37,"@type":38,"width":39,"height":40},"https://docshare.wps.com/thumbnails/specification-032000-concrete-reinforcement-part-10-general/648699.png","ImageObject",300,407,{"name":42,"@type":43},"Jasmine","Person",{"url":19,"name":45,"@type":46},"DocShare","Organization","application/pdf","2026-10-25","2026-10-23",true,{"@type":52,"interactionType":53,"userInteractionCount":30},"InteractionCounter",{"@type":54},"ViewAction",{"@type":56,"mainEntity":57},"FAQPage",[58,64,68],{"name":59,"@type":60,"acceptedAnswer":61},"What is the scope of Specification 032000 for concrete reinforcement?","Question",{"text":62,"@type":63},"It covers furnishing labor, materials, equipment, and incidentals to install all required reinforcement bars, wire, and fabric in accordance with the construction drawings and the specification requirements.","Answer",{"name":65,"@type":60,"acceptedAnswer":66},"What documentation must be included with shop drawing submittals?",{"text":67,"@type":63},"Shop drawings must include bar lists and bending diagrams showing individual bar weight, total weight by bar size, and total weight of bars on the list, with clear identification for special coatings or special steel/yield strength.",{"name":69,"@type":60,"acceptedAnswer":70},"Are reinforcing bars allowed to be welded or field-bent?",{"text":71,"@type":63},"Welding of reinforcement is not permitted, and bars should not be bent in the field except to correct minor errors or damage in shipment or handling, or to make shipment of certain bars 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equipment, and incidentals to install all steel bars, steel wire, fiber and wire fabric required for the reinforcement of concrete, as shown on the Construction Drawings and as specified herein.  \n1.2 REFERENCE DOCUMENTS  \n• American Concrete Institute (ACI)  \n• American Society for Testing and Materials (ASTM)  \n• American Welding Society (AWS)  \n• Concrete Reinforcing Steel Institute (CRSI)  \n• Codes and regulations of jurisdictional authorities.  \n1.3 SHOP DRAWINGS AND SUBMITTALS  \n1.3.1 Detail reinforcing in accordance with the requirements ofACI MNL-66 Detailing Manual  \n1.3.2 Shop drawing submittals must include bar lists and bending diagrams showing the individual weight of each bar; the total weight of each bar size; and the total weight of bars on the list. Bars to have special coatings and/or to be of special steel or special yield strength must be clearly identified.  \n1.3.3 Submit certified copies of mill tests on each steel proposed for use showing the physical properties of the steel and chemical analyses.  \n1.3.4 Have testing performed in accordance with ASTM A615 as modified by ACI 318 Building Code Requirements for Structural Concrete.  \n1.3.5 Submit certificates stating that materials meet the specified requirements.  \n1.3.6 Submit a copy of any design exception prior to installation. Design exceptions are issued by the Utility Design Section Manager. Any deviation from the specifications requires a design exception.  \n1.3.7 Welder certifications must be in accordance with AWS D1.4 when welding of reinforcement is required.  \n1.4 RELATED WORK  \n• Cast-In-Place Concrete, Specification 033000  \n• Forms and Formwork, Specification 031000  \n• Hillsborough County Standard Lift Station Drawings  \nPART 2.0 PRODUCT  \n2.1 GENERAL  \n2.1.1 All reinforcement steel must be of the grade and type as specified herein or indicated on the Construction Drawing. Bars must be bent cold to the shapes and dimensions as indicated in the Construction Drawings, or as required by the current \"Manual of Standard Practice\" of the CRSI. Steel must not be bent or straightened in a manner that will injure the material. Bars with kinks or improper bends must not be used.  \n2.1.2 Reinforcing steel must be substantially free from mill scale, rust, grease, or other foreign matter.  \n2.1.3 The diameter of bend measured on the inside of the bar for standard hooks, other than stirrups and tie hooks, must not be less than the values in the following table.  \n\n| Bar Size | Minimum Diameter |\n| --- | --- |\n| \\#3 through \\#8 | 6 bar diameters |\n| \\#9, \\#10, and \\#11 | 8 bar diameters |\n| \\#14 and \\#18 | 10 bar diameters |\n\n2.2 QUALITY ASSURANCE  \n2.2.1 In no case must any reinforcing steel be covered with concrete until the installation of the reinforcement, including the size, spacing, and position of the reinforcement, has been observed by the EOR, or Hillsborough County Project Manager or Inspector, and they accept the installation and authorize the Contractor to proceed with concrete placement.  \n2.2.2 All testing agencies must meet the requirements of \"Recommended Practice for Inspection and Testing Agencies for Concrete, Steel and Bituminous Materials as Used in Construction\", ASTME329 .  \n2.2.3 Qualifications:  \n Welding Operators, processes, and procedures to be qualified in accordance with AWSD1 .4.  \n Welding operators to have been qualified during the previous 12 months prior to commencement of welding.  \n2.2.4 Cut and bend reinforcing steel to conform to the dimensions shown and within the following tolerances:  \n\n| Reinforced Steel | Tolerance |\n| --- | --- |\n| Sheared length | +1 inch |\n| Stirrups, ties, and spirals | +1/2 inch |\n| All other bends | +0, -1/2 inch |\n\n2.3 MATERIAL  \n2.3.1 Reinforcing Bars: Deformed and Plain Billet-Steel Bars:  \n• ASTM A615, Grade 60, deformed of USA Manufacture.  \n• Low Alloy Steel Deformed ","cbCaisclzmp2bsfU","https://ap.wps.com/l/cbCaisclzmp2bsfU","pdf",309358,"English","# Part 1.0 General\n## 1.1 Description\n## 1.2 Reference Documents\n## 1.3 Shop Drawings and Submittals\n## 1.4 Related Work\n# Part 2.0 Product\n## 2.1 General\n## 2.2 Quality Assurance\n## 2.3 Material\n## 2.4 Product Delivery, Storage, and Handling\n# Part 3.0 Execution\n## 3.1 Cutting and Bending - Reinforcement\n## 3.2 Bar Supports and Spacers","[{\"question\":\"What is the scope of Specification 032000 for concrete reinforcement?\",\"answer\":\"It covers furnishing labor, materials, equipment, and incidentals to install all required reinforcement bars, wire, and fabric in accordance with the construction drawings and the specification requirements.\"},{\"question\":\"What documentation must be included with shop drawing submittals?\",\"answer\":\"Shop drawings must include bar lists and bending diagrams showing individual bar weight, total weight by bar size, and total weight of bars on the list, with clear identification for special coatings or special steel/yield strength.\"},{\"question\":\"Are reinforcing bars allowed to be welded or field-bent?\",\"answer\":\"Welding of reinforcement is not permitted, and bars should not be bent in the field except to correct minor errors or damage in shipment or handling, or to make shipment of certain bars practicable.\"}]","SPECIFICATION 032000 - Concrete Reinforcement - Part 1.0 General | PDF",1792794712,13]