5763 search results for Standard Specifications
Bridge Load Rating
07-03-18 REFERENCES AASHTO Bookstore - Specifications and Design Manuals CFR Title 23 Bridge, Manual of Uniform Minimum Standards for Design (GREENBOOK) FDOT Design Manual (FDM) FDOT Standard Specifications for Road and Bridge Construction FDOT Structures Design Guidelines (SDG) FHWA Load Rating
https://www.fdot.gov/maintenance/divisions.shtm/structures/loadrating.shtmChapter7s3
Agreement Section 4, Standard Specifications for Road & Bridge Construction 7.3.4 Identifying the need, Payments shall be used to: (A) Clarify the plans and specifications of a contract. Topic, contemplated or foreseen in the original plans and specifications. (C) Change the limits, and Unilateral Payments are in the best interest of the Department and comply with procedures, specifications, Changes (A) Resident Level Responsibilities All changes to the contract plans or specifications must
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/construction/manuals/cpam/newcleanchapters/chapter7s3.pdf?sfvrsn=2e05d443_18521-480
1 0 / 1 6 / 2 0 2 3 7 : 3 6 : 3 5 A M R E V I S I O N DESCRIPTION: REVISION LAST of STANDARD PLANS FY 2024-25 SHEET INDEX 2 sp. @ 2 sp. Dowel Bars 6D Spacing, galvanized in accordance with the Specifications. REINFORCING STEEL: Reinforcing steel shall, 7 : 3 6 : 4 3 A M R E V I S I O N DESCRIPTION: REVISION LAST of STANDARD PLANS, ) OPEN JOINT EXPANSION DOWEL DETAIL Specifications. round bar and hot-dip galvanized in accordance
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2025/idx/521-480.pdf?sfvrsn=99af8106_1521-480
1 0 / 1 7 / 2 0 2 4 1 0 : 3 2 : 2 5 A M R E V I S I O N DESCRIPTION: REVISION LAST of STANDARD PLANS FY 2025-26 SHEET INDEX 2 sp. @ 2 sp. Dowel Bars 6D Spacing, -dip galvanized in accordance with the Specifications. REINFORCING STEEL: Reinforcing steel shall, 4 1 0 : 3 2 : 3 2 A M R E V I S I O N DESCRIPTION: REVISION LAST of STANDARD, ) OPEN JOINT EXPANSION DOWEL DETAIL Specifications. round bar and hot-dip galvanized
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2026/idx/521-480.pdf?sfvrsn=7bb6e09a_11200101FHWA
400 Tallahassee, Florida 32312 Re: State Specifications Office Section: 120 Proposed Specification, at (850) 414-4130. Sincerely, Signature on File Daniel Strickland, P.E. State Specifications Engineer, with Standard Plans, Index 120-001. Compact and dress excavated areas and embankments. Meet, of acceptable material meeting the embankment utilization requirements of Standard Plans 120-001, including
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2025-26/review/fhwa/1200101fhwa.pdf?sfvrsn=acb00424_1SP0080302A
with 5-1.4.6 of the standard specifications). In addition to construction activities, detailed network, for Contract Time extension in accordance with 8-7.3.2 of the standard specifications. An extension
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2018/january-2018/workbook/sp0080302a.pdf?sfvrsn=e2464255_0SP0080302A
in accordance with 8-7.3.2 of the standard specifications. An extension of time for performance, drawings where Department acceptance is specifically required (in accordance with 5-1.4.6 of the standard specifications). In addition to construction activities, detailed network activities shall include
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2017/july-2017/workbook/sp0080302a.pdf?sfvrsn=38665eb3_0SP0080302A
in accordance with 8-7.3.2 of the standard specifications. An extension of time for performance, drawings where Department acceptance is specifically required (in accordance with 5-1.4.6 of the standard specifications). In addition to construction activities, detailed network activities shall include
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2017/january-2017/workbook/sp0080302a.pdf?sfvrsn=b8667353_05150100-724FHWA
Tallahassee, Florida 32312 Re: State Specifications Office Section: 515 Proposed Specification, on file Daniel Strickland, P.E. State Specifications Engineer DS/jb Attachment cc: Florida, , guiderails, and handrails in accordance with the Plans and Standard Plans. Obtain rail components, with the Plans and Standard Plans. 515-2 Materials. Meet the following requirements: Concrete
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2024-25/review/fhwa/5150100-724fhwa.pdf?sfvrsn=cbd427c3_14300201-724FHWA
Tallahassee, Florida 32312 Re: State Specifications Office Section: 430 Proposed Specification, , P.E. State Specifications Engineer DS/dh Attachment cc: Florida Transportation Builders' Assoc, standard resolution of 720 x 480. Use a camera with lighting suitable to allow a clear picture, media (DVD, flash drive, or other) or by online digital distribution with a minimum standard
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2024-25/review/fhwa/4300201-724fhwa.pdf?sfvrsn=6e46f2fd_11200101-122FHWA
, Florida 32312 Re: State Specifications Office Section: 120 Proposed Specification: 1200101, Strickland, P.E. State Specifications Engineer DS/vc Attachment cc: Florida Transportation Builders, embankments in accordance with Standard Plans, Index 120-001. Compact and dress excavated areas, in accordance with Standard Plans, Index 120-001. Compact and dress excavated areas and embankments. Meet
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2022/january-2022/review/fhwa/1200101-122fhwa.pdf?sfvrsn=56434b6f_23370302.FHWA
: State Specifications Office Section: 337 Proposed Specification: 3370302 Asphalt Concrete Friction, Hurtado, P.E. State Specifications Engineer DH/dt Attachment cc: Florida Transportation Builders, ) will not be required as part of 334-5.1.1. 3. The standard LOT size of FC-5 will be 2,000 tons, (and conditioning prior to testing) will not be required as part of 334-5.1.1. 3. The standard LOT size
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2018/january-2018/review/fhwa/3370302.fhwa.pdf?sfvrsn=c23678f4_06460000.FHWA
of the AASHTO Standard Specifications for Structural Supports for Highway Signs, Luminaires, and Traffic, manner. 6.Breakaway: Meets the requirements in the latest revision of the AASHTO Standard Specifications for Structural Supports for Highway Signs, Luminaires, and Traffic Signals. Provide the FHWA
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2016/january-2016/review/fhwa/6460000.fhwa.pdf?sfvrsn=c5de917f_07130000.FHWA
32303 Re: State Specifications and Estimates Office Section 713 Proposed Specification: 7130000, classified as “standard” or “high performance” based on their retroreflectivity and service life. The standard classification was dropped in 2012 leaving only the high performance. Since there is now, at 414-4130. Sincerely, Signature on file Daniel Scheer, P.E. State Specifications Engineer DS/dt
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2015/january-2015/review/fhwa/7130000.fhwa.pdf?sfvrsn=bf174b74_0SS9750000
(Federal Standard 595B, Shade X6134 or X4062) and submit to the State Materials Office. Also submit, with the manufacturer’s specifications. 975-5.2 Physical Properties: The use of an epoxy prime coat, of Section 400.Unless otherwise specified, the color of the finish coat shall meet Federal Color Standard, No melting or disbondment Sacrificial Coating removability Per Manufacturer’s specifications: 6
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2010/january-2010/workbook/ss9750000.pdf?sfvrsn=f08b4f64_0SS9750000
(Federal Standard 595B, Shade X6134 or X4062) and submit to the State Materials Office. Also, be performed in strict accordance with the manufacturer’s specifications. 975-5.2 Physical, specified, the color of the finish coat shall meet Federal Color Standard No. 595B, Table VIII, Shade, removability Per Manufacturer’s specifications: 6 months exposure at FDOT test site Complete removal
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2011/january-2011/workbook/ss9750000.pdf?sfvrsn=cbc5541e_0SP0080302A
is specifically required (in accordance with 5-1.4.6 of the standard specifications). In addition, in accordance with 8-7.3.2 of the standard specifications. An extension of time for performance
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2011/january-2011/workbook/sp0080302a.pdf?sfvrsn=b5921a7_0SS9750000
R-31 (Federal Standard 595B, Shade X6134 or X4062) and submit to the State Materials Office. Also, shall be performed in strict accordance with the manufacturer’s specifications. 975-5.2 Physical, specified, the color of the finish coat shall meet Federal Color Standard No. 595B, Table VIII, Shade, Manufacturer’s specifications: 6 months exposure at FDOT test site Complete removal of material
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2012/january-2012/workbook/ss9750000.pdf?sfvrsn=b611f7e3_0SP0080302A
is specifically required (in accordance with 5-1.4.6 of the standard specifications). In addition, extension in accordance with 8-7.3.2 of the standard specifications. An extension of time
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2012/january-2012/workbook/sp0080302a.pdf?sfvrsn=573b3c87_0SP0080302A
a request for Contract Time extension in accordance with 8-7.3.2 of the standard specifications, where Department acceptance is specifically required (in accordance with 5-1.4.6 of the standard specifications). In addition to construction activities, detailed network activities shall include
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2013/january-2013/workbook/sp0080302a.pdf?sfvrsn=65531ac2_0