13199 search results for DESIGN
1-18-DB-Boilerplate
Page 1 of 116 DESIGN-BUILD SPECIFICATIONS. (8-29-17) (1-18) FPID Number, of the above abbreviations, when followed by a number or letter designation, or combination of numbers and letters, designates a specification, test method, or other code or recommendation, . The following terms, when used in the Contract Documents, have the meaning described: Adjusted Score-Design/Build. A Design/Build Contract on which the Contract award is based on the lowest adjusted score
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2018/january-2018/design-build/1-18-db-boilerplate.pdf?sfvrsn=2508cb9_17-17-DB-Boilerplate-2-27-17
Page 1 of 116 DESIGN-BUILD SPECIFICATIONS. (2-27-17) (7-17) FPID Number, of the above abbreviations, when followed by a number or letter designation, or combination of numbers and letters, designates a specification, test method, or other code or recommendation, . The following terms, when used in the Contract Documents, have the meaning described: Adjusted Score-Design/Build. A Design/Build Contract on which the Contract award is based on the lowest adjusted score
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2017/july-2017/design-build/7-17-db-boilerplate-2-27-17.pdf?sfvrsn=5ac8273b_1D0080012.DO
SPECIALTY WORK. (REV 9-29-98) (7-00) SUBARTICLE 8-1.2 (Page 72). The text is deleted and the following substituted: ForthisContract,thefollowingworkisspecifically designated as Specialty Work:
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2003/january-2003/workbook/d0080012.do.pdf?sfvrsn=21eac957_0D0080012.DO
SPECIALTY WORK. (REV 9-29-98) (7-00) SUBARTICLE 8-1.2 (Pages 72 and 73). The text is deleted and the following substituted: ForthisContract,thefollowingworkisspecifically designated as Specialty Work:
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2004/january-2004/workbook/d0080012.do.pdf?sfvrsn=a9760efc_0DB-Boilerplate 7-20
by a number or letter designation, or combination of numbers and letters, designates a specification, test, the design and drawing of components of the permanent structure for repair designs and details, Page 1 of 119 DESIGN-BUILD SPECIFICATIONS. (2-13-20) (7-20) FPID Number, , have the meaning described: Adjusted Score-Design/Build. A Design/Build Contract on which, in the State of Florida that performs services for the Design-Build Firm in connection with the design
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2020/july-2020/design-build/db-boilerplate-7-20.pdf?sfvrsn=95c90bc0_1DB-Boilerplate 1-20
by a number or letter designation, or combination of numbers and letters, designates a specification, test, the design and drawing of components of the permanent structure for repair designs and details, Page 1 of 119 DESIGN-BUILD SPECIFICATIONS. (9-25-19) (1-20) FPID Number, , have the meaning described: Adjusted Score-Design/Build. A Design/Build Contract on which, in the State of Florida that performs services for the Design-Build Firm in connection with the design
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2020/january-2020/design-build/db-boilerplate-1-20.pdf?sfvrsn=b6763d1b_7DB-Boilerplate 7-19
by a number or letter designation, or combination of numbers and letters, designates a specification, test, the design and drawing of components of the permanent structure for repair designs and details, Page 1 of 119 DESIGN-BUILD SPECIFICATIONS. (3-1-19) (7-19) FPID Number, , have the meaning described: Adjusted Score-Design/Build. A Design/Build Contract on which, in the State of Florida that performs services for the Design-Build Firm in connection with the design
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2019/july-2019/design-build/db-boilerplate-7-19.pdf?sfvrsn=b36bd0b6_7DB-Boilerplate 1-19
by a number or letter designation, or combination of numbers and letters, designates a specification, test, the design and drawing of components of the permanent structure for repair designs and details, Page 1 of 117 DESIGN-BUILD SPECIFICATIONS. (8-27-18) (1-19) FPID Number, , have the meaning described: Adjusted Score-Design/Build. A Design/Build Contract on which, in the State of Florida that performs services for the Design-Build Firm in connection with the design
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2019/january-2019/design-build/db-boilerplate-1-19ea044dd864064d2a96a0149c529dc7ec.pdf?sfvrsn=35d06d7a_77-18-DB-Boilerplate
by a number or letter designation, or combination of numbers and letters, designates a specification, test, the design and drawing of components of the permanent structure for repair designs and details, Page 1 of 116 DESIGN-BUILD SPECIFICATIONS. (2-15-18) (7-18) FPID Number, , have the meaning described: Adjusted Score-Design/Build. A Design/Build Contract on which, in the State of Florida that performs services for the Design-Build Firm in connection with the design
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2018/july-2018/design-build/7-18-db-boilerplate.pdf?sfvrsn=96d4e0a1_3D5 LPGA Boulevard
Proposed LPGA Boulevard improvements COMMUNITY PLANNING MONTH - OCTOBER 2024 • FDOT is designing improvements to LPGA Boulevard, including adding shared-use paths, replacing the To m o ka River bridge, redesigning intersections, and modifying the I-95 interchange to accommodate future travel demand and enhance safety. • O n going community engagement ensures the project aligns with the vision and priorities of the Vo l u s i a C o u nty community, reflecting local needs and prefe
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/planning/policy/community-planning/community-planning-month-2024/d5-lpga-boulevard.pdf?sfvrsn=d9fe99c3_11250100.resp
? “Consider all available geotechnical information available when designing the trench excavation safety
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2014/july-2014/review/comments-responses/1250100.resp.pdf?sfvrsn=eb8b1273_02000Book
and amended by those documents. Approved, Freddie Simmons, P.E. Director, Office of Design I hereby, o f t h e a b o v e abbreviations, when followed by a number or letter designation, or combination of numbers and letters, designates a specification, test method, or other code or recommendation, in connection with the design and construction of buildings. Architecture. The practice, Αextra work≅. Department. State of Florida Department of Transportation. Designer of Record
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2000/ebook/2000book.pdf?sfvrsn=c74aa82d_03340104.impl
is deleted and the following substituted: 334-3.2.1 General: Design the asphalt mixture, , submit the proposed mix design with supporting test data indicating compliance with all mix design criteria to the Engineer. For all mix designs, include representative samples of all component, weeks to either conditionally verify or reject the mix as designed. For a Traffic Level A mixture, meet the mix design criteria for a Traffic Level B mixture and for a Traffic Level D mixture meet
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2019/january-2019/review/implemented/3340104.impl.pdf?sfvrsn=1c92847e_0section82vii-06112
(A) Design Standards Topic No. 625-010-003, Florida Department of Transportation (B) American, Documents . The Plant’s quality control plan is designed to provide guidelines that are used, in Specifications Sections 105, 400, 450, 521, 534, 548, 641, 700, 715, 785 , and Design Topic, Structures or designates a technician who is working under the direct supervision of the quality, engineer, technician, or other knowledgeable person designated in the Plant’s quality control plan
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2012/january-2012/materials-manual/section82vii-06112.pdf?sfvrsn=3f65494e_1Enterprise Business Glossary
, and encroaches upon the clear zone Design Abstraction Hydrologic processes that remove water from, , transpiration, interception, depression storage, and detention storage. Design Abutment The portion, . Design Academy of Model Aeronautics AMA The main US model aircraft association Civil Integrated, a tentative point is snapped. Design Acceptable Quality System List AQSL A listing of accepted, . The functional expert's verification that the system meets their needs and performs as designed. Information
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/data/enterprise-business-glossary.pdf?sfvrsn=3491cf48_3Section62-100417
in conformity with the Contract Documents . The quality control plans (QCP) are designed to provide, and applies it to acceptable Pipes, or designates a technician, who is working under his/her direct, to each Pipe before its shipment to the project site. (B) Be present, or designates a quality, concrete placement. 6.2.7.8.1 Concrete Mix Design Unless otherwise shown on the project Plans, mix design. The mix design information shall include the source of aggregates, cementitious
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2017/july-2017/materials-manual/section62-100417.pdf?sfvrsn=a9877d1d_1ORD1012-AutomatedQuantities
Builder tools to draw, calculate, and document design quantities. Audience FDOT Designers and Engineers, and Design (CADD) using MicroStation, a basic understanding of OpenRoads Designer concepts and a solid, FDOTConnect for OpenRoads Designer Automated Quantities https://www.fdot.gov/c add CO U R S, o t . g o v / c a d d Automated Quantities 4 FDOTConnect for OpenRoads Designer Automated, for the Estimated Quantities Report. The participants will learn the use of FDOT and OpenRoads Designer tools
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/cadd/downloads/documentation/fdotconnecttraining/ord-c/ord1012-automatedquantities.pdf?sfvrsn=3c9ce8f1_2E1Y26ScheduleOfEvents
, and Proposer’s ability to not exceed the Design-Build Firm’s maximum capacity rating. 12/18/25 Contracting Unit provides responsive list to Agency Head Designee 12/18/25 Public Meeting to review, and Responsive Design-Build Firms 01/07/26 Interviews with Qualified and Responsive Design-Build Firms (Day 1) 01/08/26 Interviews with Qualified and Responsive Design-Build Firms (Day 2, if needed, Unit provides qualification-based evaluation scores to Agency Head Designee to review and confirm
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/d1/designbuild/e1y26/e1y26scheduleofevents.pdf?sfvrsn=1dc91655_1LAP334-725
and combine the aggregate fractions to meet the grading and physical properties of the mix design. Aggregates from various sources may be combined. 334-3.2 Mix Design: 334-3.2.1 General: Design, design with supporting test data indicating compliance with all mix design criteria to the Engineer, of the mix design. If required by the Engineer, send representative samples of all component materials, including asphalt binder to a laboratory designated by the Engineer for verification. As an exception
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2025-26/lap/lap334-725.pdf?sfvrsn=10fbc519_2SectionMM92V2
approved mix designs that may be made without a new mix design request are as follows: (1) Allowable, and identified. Department designated, approved source number and aggregate grade shall be included, of the approved mix design. Inform the DMRE of any adjustments made to the concrete mix design. Do not use, on the concrete delivery tickets. At the Producer’s option, submit the adjusted mix design, the approved base mix design. The theoretical unit weight of the proposed mix design shall be within 2.0
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2020/july-2020/materials-manual/sectionmm92v2.pdf?sfvrsn=1905e3_2