4867 search results for Standard Specifications
9910000-722impl2
Uniquely identifies the product and includes product specifications, storage instructions, is a system comprised of multiple parts, a sample of each part must be submitted. 991-2 Standard, markers installed in accordance with Section 704. All Standard Tubular Marker products shall be listed on the Department’s Approved Products List (APL). Standard Tubular Markers must be approved, below the top of post. 991-2.5 Product Testing: Manufacturers seeking evaluation of Standard Tubular
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2022/july-2022/review/implemented/9910000-722impl2e400744f0f394065bc02733b16635b14.pdf?sfvrsn=9839343e_29910000-722impl2
Uniquely identifies the product and includes product specifications, storage instructions, is a system comprised of multiple parts, a sample of each part must be submitted. 991-2 Standard, markers installed in accordance with Section 704. All Standard Tubular Marker products shall be listed on the Department’s Approved Products List (APL). Standard Tubular Markers must be approved, below the top of post. 991-2.5 Product Testing: Manufacturers seeking evaluation of Standard Tubular
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2022/july-2022/review/implemented/9910000-722impl2.pdf?sfvrsn=15bb80e0_23500902-723 FHWA
Specifications Office Section: 350 Proposed Specification: 3500902 Cement Concrete Pavement. Dear Mr, from Section 346 to Section 350 in the Standard Specification. Please review and transmit your, . Sincerely, Signature on file Daniel Strickland, P.E. State Specifications Engineer DS/dh, of the acceptance compressive strengths is equal to or greater than 2,500 psi plus 2.33 standard, standard deviations. Base calculations on a minimum of five consecutive compressive strength
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2023-24/review/fhwa/3500902-723-fhwa.pdf?sfvrsn=c9b788e8_104_Roadside_Design_Redlines
by placing slopes of optional base material. See the FDOT’s Standard Specifications, Section 285, and placement of slopes 1:4 or flatter constructed of base material per the FDOT Specifications Section, for various types of barriers, see the FDOT’s Standard Plans. Drop-offs adjacent to pedestrian facilities, Standard Plans, the MUTCD and the AASHTO Roadside Design Guide provide additional information and guidance, / FDOT Standard Plans for Road and Bridge Construction (Standard Plans) http://www.fdot.gov
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. 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 the retesting, materials that, when retested, do not meet the requirements of these Specifications. 6-1.3, applicable specifications, to the Product Evaluation Section in Tallahassee. In the absence of applicable specifications, the manufacturers must submit specifications and certified test reports
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. 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 the retesting, materials that, when retested, do not meet the requirements of these Specifications. 6-1.3, applicable specifications, to the Product Evaluation Section in Tallahassee. In the absence of applicable specifications, the manufacturers must submit specifications and certified test reports
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. IDENTICAL BIDS After consideration in accordance with Article 3-1 of the Standard Specifications, current edition of the Department’s Standard Specifications for Road and Bridge Construction, to Subsections 3-6 and 3-7 of the Standard Specifications, the successful bidder shall execute the necessary, ://www.fdot.gov/contracts/cpp_online_ordering/bidder_assist.shtm , the Standard Specifications for Road, and specifications. If deemed necessary by the Department, certain maintenance contracts will contain specific
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/d1/lettings/2024/apr18/d1-04-18-24bsn.pdf?sfvrsn=4a5d951d_1Section35V2-725cln
(2), 334.044(10) (a), and 334.048 Florida Statutes 3.5.3 REFERENCES Standard Specifications, and Materials (ASTM) Standard Test Methods and Specifications, Philadelphia, Pennsylvania American Association of State Highway and Transportation Officials (AASHTO), Part I Specifications, and Part II, operations and materials must meet the requirements of the Specifications and the Supplier’s, in Specifications Article 916-2 . In addition to these requirements, if Re-refined Engine Oil Bottoms (REOB
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2025-26/materials-manual/section35v2-725cln.pdf?sfvrsn=3a949b33_1Section3.5-051018_1-19WB
for Construction 334.044(2), 334.044(10) (a), and 334.048 Florida Statutes 3.5.3 REFERENCES Standard Specifications for Road and Bridge Construction, Florida Department of Transportation American Society for Testing and Materials (ASTM) Standard Test Methods and Specifications, Philadelphia, Specifications, and Part II Tests, Washington, D.C Approved Products List (APL), Florida Department, . The Supplier’s operations and materials must meet the requirements of the Specifications
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2019/january-2019/materials-manual/section3-5-051018_1-19wb.pdf?sfvrsn=917015bc_1Section3.4-051018_1-19WB
Standard Specifications for Road and Bridge Construction, Florida Department of Transportation American Society for Testing and Materials (ASTM) Standard Test Methods and Specifications, I Specifications, and Part II Tests, Washington, D.C Approved Products List (APL), Florida, of the Specifications and the Supplier’s approved QC Plan. The Supplier shall have an approved QC Plan, . If the material is an existing grade, it will be tested according to the requirements in Specifications
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2019/january-2019/materials-manual/section3-4-051018_1-19wb.pdf?sfvrsn=c10ac767_1Section34-051815 1-16
), 334.044(10) (a), and 334.048 Florida Statutes 3.4.3 REFERENCES Standard Specifications for Road, and Materials (ASTM) Standard Test Methods and Specifications, Philadelphia, Pennsylvania American Association of State Highway and Transportation Officials (AASHTO), Part I Specifications, and Part II, meet the requirements of the Specifications and the Supplier’s approved QC Plan. The Supplier shall, to the requirements in Specifications Subarticle 916-3.2. If the material is a new grade, the testing
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2016/january-2016/materials-manual/section34-051815-1-16.docx?sfvrsn=97829e56_1Section35-051815 1-16
), 334.044(10) (a), and 334.048 Florida Statutes 3.5.3 REFERENCES Standard Specifications for Road, and Materials (ASTM) Standard Test Methods and Specifications, Philadelphia, Pennsylvania American Association of State Highway and Transportation Officials (AASHTO), Part I Specifications, and Part II, the requirements of the Specifications and the Supplier’s approved QC Plan. The Supplier shall have, the sample has passed all specification criteria established in Specifications Article 916-2. 3.5.6.3
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2016/january-2016/materials-manual/section35-051815-1-16.docx?sfvrsn=22c51609_1section3.5-vii
(2), 334.044(10)(a), and 334.048 Florida Statutes 3.5.3 REFERENCES Standard Specifications for Road, and Materials (ASTM) Standard Test Methods and Specifications, Philadelphia, Pennsylvania American Association of State Highway and Transportation Officials (AASHTO), Part I Specifications, and Part II, meet the requirements of the Specifications and the Supplier’s approved QC Plan. The Supplier, the sample has passed all specification criteria established in Specifications Article 916-2
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2014/july-2014/materials-manual/section3-5-vii.pdf?sfvrsn=542b41d2_1Section3.4-051018_1-19WB
Standard Specifications for Road and Bridge Construction, Florida Department of Transportation American Society for Testing and Materials (ASTM) Standard Test Methods and Specifications, I Specifications, and Part II Tests, Washington, D.C Approved Products List (APL), Florida, of the Specifications and the Supplier’s approved QC Plan. The Supplier shall have an approved QC Plan, . If the material is an existing grade, it will be tested according to the requirements in Specifications
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2019/july-2019/materials-manual/section3-4-051018_1-19wb.pdf?sfvrsn=e057882a_1Section3.5-051018_1-19WB
for Construction 334.044(2), 334.044(10) (a), and 334.048 Florida Statutes 3.5.3 REFERENCES Standard Specifications for Road and Bridge Construction, Florida Department of Transportation American Society for Testing and Materials (ASTM) Standard Test Methods and Specifications, Philadelphia, Specifications, and Part II Tests, Washington, D.C Approved Products List (APL), Florida Department, . The Supplier’s operations and materials must meet the requirements of the Specifications
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with Article 3-1 of the Standard Specifications for Road and Bridge Construction, or as amended by the project Specifications Package or any Supplemental Specifications Packages, if it is determined, 4 EXECUTION OF CONTRACT Pursuant to Subsections 3-6 and 3-7 of the Standard Specifications, link http:// www.fdot.gov/contracts/cpp_online_ordering/bidder_assist.shtm , Standard Specifications, a certificate of qualification, unless stipulated in the project description and specifications. If deemed
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in the Standard Specifications, a reference to the applicable Sections. 8.Pile and wale section, Publications: Publication Yes No Office Staff Contacted Standard Plans Index Traffic Engineering Manual, of the following types of specifications (Hover over type to go to site.): Special Provisions Developmental Specifications List Specifications Affected: (ex. SP3270301, Dev330TL, Dev334TL etc, publications in this Section been verified for accuracy? Contact the State Specifications Office
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ORIGINATION FORM Proposed Revisions to the Specifications (Please provide all information - incomplete forms will be returned) Contact the State Specifications Office for assistance, : Will the proposed revision require changes to: Publication Yes No Office Staff Contacted Standard Plans, Specifications Engineer SUBJECT: Proposed Specification: 5230100 PATTERNED PAVEMENT, , as appropriate, and listed on the APL. Meet manufacturer’s specifications for all patterns, textures
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2022/january-2022/review/internal/5230100-122origind.pdf?sfvrsn=21f9bd54_2370-001
9 / 2 8 / 2 0 2 3 1 0 : 1 1 : 5 7 A M R E V I S I O N DESCRIPTION: REVISION LAST of STANDARD PLANS FY 2024-25 SHEET INDEX 1 1 370-001 11/01/21 BRIDGE APPROACH EXPANSION JOINT CONCRETE PAVEMENT WITH SPECIAL SELECT SOIL BASE Shoulder Pavement ¡ Roadway Joint, Dimension Manufacturer's Specifications. Seal Installed As Per Polychloroprene Compression, contacting surfaces between the In The Plans For New Construction. Parallel To The Standard Transverse
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2025/idx/370-001.pdf?sfvrsn=2f353acb_1462-001
1 0 / 1 6 / 2 0 2 3 7 : 1 6 : 0 1 A M R E V I S I O N DESCRIPTION: REVISION LAST of STANDARD PLANS FY 2024-25 SHEET INDEX POST-TENSIONING TENDON PROFILES 1 2 11/01/16 462-001 Tendon Vertical Predominantly Vertical/ 1 0 0 ' - 0 " M a x . 1 0 0, Filler Inlet additional Drain location requirements) Drain (See Specifications Section 462 for Filler, DESCRIPTION: REVISION LAST of STANDARD PLANS FY 2024-25 SHEET INDEX POST-TENSIONING TENDON
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