4867 search results for Standard Specifications

0090103SLLS.FHWA

are to correct a reference error. Section 557 has been deleted from the Standard Specifications. Please, )TheContractorhasfurnishedthe Construction Compliance with Specifications and Plans Certification. Provide the Engineer, . (g)TheContractorhasfurnishedthe Construction Compliance with Specifications and Plans

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0090103SLPQ.FHWA

Provision. These changes are to correct a reference error. Section 557 has been deleted from the Standard Specifications. Please review and transmit your comments, if any, within two weeks. Comments, with Specifications and Plans Certification. Provide the Engineer with a notarized final certification, to the Engineer. (g)TheContractorhasfurnishedthe Construction Compliance with Specifications

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0060000SS

. Use only materials in the work that meet the requirements of these Specifications. The Engineer, as specified in the Specifications. After delivery to the project, the Department may require, materials that, when retested, do not meet the requirements of these Specifications. 6-1.3, specifications, to the Product Evaluation Section in Tallahassee. Manufacturers successfully, Contractor Installation Certification: Provide installation certifications as required by the Specifications

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2006/january-2006/workbook/0060000ss.pdf?sfvrsn=4f428dc5_0

2024FDMPart1

-Conventional project must use the standard boilerplate language as a starting point in developing RFPs, cannot be modified without the approval of the State Construction Office. The standard boilerplate, , Specifications and Estimates (PS&E) package that is advertised for a Construction Contract, that the project is ready for the Plans, Specifications, and Estimates (PS&E) Submittal(s). Ramp A turning, 103 – Standard Forms 103 Standard Forms 103.1 General This chapter contains fillable portable

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/fdm/review/2024fdmpart1.pdf?sfvrsn=d253b296_1

9920400.FHWA

Tallahassee, Florida 32303 Re: OfficeofDesign, Specifications Section 9 9 2 P r o p o s e d S p e c i f i c, Powell, State Specifications Engineer at 414-4110. Sincerely, R u d y P o w e l l , J r . , P . E, (of the Supplemental Specifications) is deleted and the following substituted: 992-4 Luminaires, coat finish. The standard color shall be gray. The cover shall be attached to the housing utilizing, Specifications) is deleted and the following substituted: 992-4 Luminaires, Ballasts, etc. Luminaires shall

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5600201-724FHWA

Tallahassee, Florida 32312 Re: State Specifications Office Section: 560 Proposed Specification, . Sincerely, Signature on File Daniel Strickland, P.E. State Specifications Engineer DS/dh, specifications. Apply the first coat to yield a dry film thickness of 8 to 10 mils. Apply the second, minimum film thicknesses, as determined by AMPP Paint Application Standard No. 2 (PA-2). The total, with the coating manufacturer’s published specifications. Coal tar epoxies must attain a total dry film

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7000302.FHWA

: State Specifications Office Section: 700 Proposed Specification: 7000302 Highway Signing. Dear, Hurtado, P.E. State Specifications Engineer DH/dt Attachment cc: Florida Transportation Builders, in accordance with Military Standard MIL-PRF-24712A or AAMA-2603-02. Finish must meet the requirements, substituted: 700-6.2.5 Environmental Specifications: All electronic assemblies must operate, be powder-coat painted in accordance with Military Standard MIL-PRF-24712A or AAMA-2603-02. Finish must

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7000302.origind

 ORIGINATION FORM Proposed Revisions to the Specifications (Please provide all information ‐ incomplete forms will be returned) Contact the State Specifications Office for assistance, /Subarticles: Telephone: email: Will the proposed revision involve Design Standard Index changes? Yes, Specifications Engineer SUBJECT: Proposed Specification: 7000302 Highway Signing. In accordance, surfaces of the assembly must be powder-coat painted in accordance with Military Standard MIL

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2018/july-2018/review/internal/7000302.origind.pdf?sfvrsn=b9484084_0

5270000.origind

 ORIGINATION FORM Proposed Revisions to the Specifications (Please provide all information ‐ incomplete forms will be returned) Contact the State Specifications Office for assistance, posed revision involve Design Standard Index changes? Yes No Roadway Design staff contacted (name, , P.E., State Specifications Engineer SUBJECT: Proposed Specification: 5270000 Detectable Warnings, : PROPERTY STANDARD TEST VALUE Slip Resistance FM 3-C1028 Dry Coefficient of Friction – 0.8 min

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7000402.origind

of the AASHTO Standard LRFD Specifications for Structural Supports for Highway Signs, Luminaires,  ORIGINATION FORM Proposed Revisions to the Specifications (Please provide all information ‐ incomplete forms will be returned) Contact the State Specifications Office for assistance, posed revision involve Design Standard Index changes? Yes No Roadway Design staff contacted (name, , State Specifications Engineer SUBJECT: Proposed Specification: 7000402 Highway Signing

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2017/july-2017/review/internal/7000402.origind.pdf?sfvrsn=3fc2a5f6_0

6460200.FHWA

revision of the AASHTO Standard Specifications for Structural Supports for Highway Signs, . Breakaway: Meets the requirements in the latest revision of the AASHTO Standard Specifications, Re: State Specifications Office Section: Proposed Specification: 6460200 Aluminum Poles, Pedestals, Dan Hurtado, P.E. State Specifications Engineer DH/dt Attachment cc: Florida Transportation

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9310101-2.origind2

incorporatespecificationlanguageforstainlesssteelandFRPreinforcingandprestressingstrand intothe Standard Specifications. Additional acceptance requirements for steel bars and wire,  ORIGINATION FORM Proposed Revisions to the Specifications (Please provide all information ‐ incomplete forms will be returned) Contact the State Specifications Office for assistance, o posed revision involve Design Standard Index changes? Yes No Roadway Design staff contacted (name, shall not be used. 43. Wherever in the Specifications the word “purchaser” appears it shall be taken

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9260203.origind

 ORIGINATION FORM Proposed Revisions to the Specifications (Please provide all information ‐ incomplete forms will be returned) Contact the State Specifications Office for assistance, o posed revision involve Design Standard Index changes? Yes No Roadway Design staff contacted (name, with the Specifications, and will include actual values from the required tests. Obtain approval from, will indicate that the material is in conformance with the Specifications and will include actual values from

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9260203.FHWA

that the material is in conformance with the Specifications, and will include actual values from, in the project. The test results will indicate that the material is in conformance with the Specifications, Water Works Association standard C203. Application shall be according to the manufacturers published, will indicate that the material is in conformance with the Specifications, and will include actual, will indicate that the material is in conformance with the Specifications and will include actual

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9380000.origind

 ORIGINATION FORM Proposed Revisions to the Specifications (Please provide all information, : Telephone: email: Will the proposed revision involve Design Standard Index changes? Yes No Roadway, the State Specifications Office for assistance in completing this form. Daniel Scheer 850-414-4130, and certified by the supplier that the product meets the quality control specifications before use, that the product meets the quality control specifications before use or the material shall be removed

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4150600.origind

 ORIGINATION FORM Specifications 410, 415,449, 548, 901, and 931 Date: 10 14-2013 Originator, Specifications Office for assistance in completing this form. Daniel Scheer 850-414-4130, , P.E., State Specifications Engineer SUBJECT: Proposed Specification: 4150600 Reinforcing Steel, of the AASHTO LRFD Bridge Design Specifications. ARTICLE 415-7 is deleted and the following substituted: 415-7, Standard Reinforcing Steel Bar Weights. 415-7.3 Welded Wire Fabric Reinforcement: Where welded wire

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SPI-649-030_31e

 Standard Plans Instructions Topic No. 625-010-003 Indexes 649-030 and 649-031 Mast Arm, Specifications for Structural Supports for Highway Signs, Luminaires and Traffic Signals (LRFDLTS-1, Programs website provides mast arm design programs to support both “Standard” and “Special” (Custom, comply with AASHTO requirements. Standard Mast Arm Assemblies: The maximum span length of Standard, in accordance with FDM 261. Standard Mast Arm Assemblies comply with the minimum requirements

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2025/spi/spi-649-030_31e.pdf?sfvrsn=c336848c_1

SPI-649-030_31

 Standard Plans Instructions Topic No. 625-010-003 Indexes 649-030 and 649-031 Mast Arm, Specifications for Structural Supports for Highway Signs, Luminaires and Traffic Signals (LRFDLTS-1, Programs website provides mast arm design programs to support both “Standard” and “Special” (Custom, comply with AASHTO requirements. Standard Mast Arm Assemblies: The maximum span length of Standard, in accordance with FDM 261. Standard Mast Arm Assemblies comply with the minimum requirements

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2026/spi/spi-649-030_31.pdf?sfvrsn=c50808_1

649-030IntReviewPkg

/No) Other Standard Plans No FDOT Design Manual No Standard Specifications No Basis of Estimates,  Origination Form Proposed Revisions to a Standard Plans Index Originator: Turley, Joshua Index, Index Title: STANDARD MAST ARM ASSEMBLIES Summary of the changes: Sheet 1: Added a note for 50, ["FY-Standard Plans (Next Release)"] 9 / 1 0 / 2 0 2 4 2 : 2 7 : 2 1 P M R E V I S I O N DESCRIPTION: REVISION LAST of STANDARD PLANS FY 2025-26 SHEET INDEX DRILLED SHAFT

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