4866 search results for Standard Specifications
SP3460902SL
PORTLAND CEMENT CONCRETE – ACCEPTANCE SAMPLING FREQUENCY. (REV 6-25-10) (FA 7-8-10) (1-11) SUBARTICLE 346-9.2 (of the Supplemental Specifications) is deleted and the following substituted, been verified and have attained an average strength greater than two standard deviations above, verified and have attained an average strength greater than two standard deviations above the specified, design and the same production facility is less than the specified minimum plus two standard deviations
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2011/january-2011/workbook/sp3460902sl.pdf?sfvrsn=cbc59429_0SP3460902SL
PORTLAND CEMENT CONCRETE – ACCEPTANCE SAMPLING FREQUENCY. (REV 6-25-10) (FA 7-8-10) (1-11) SUBARTICLE 346-9.2 (of the Supplemental Specifications) is deleted and the following substituted, been verified and have attained an average strength greater than two standard deviations above, verified and have attained an average strength greater than two standard deviations above the specified, design and the same production facility is less than the specified minimum plus two standard deviations
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2012/january-2012/workbook/sp3460902sl.pdf?sfvrsn=fde3924d_0SP3460902SL
PORTLAND CEMENT CONCRETE – ACCEPTANCE SAMPLING FREQUENCY. (REV 6-25-10) (FA 7-8-10) (1-11) SUBARTICLE 346-9.2 (of the Supplemental Specifications) is deleted and the following substituted, been verified and have attained an average strength greater than two standard deviations above, verified and have attained an average strength greater than two standard deviations above the specified, design and the same production facility is less than the specified minimum plus two standard deviations
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2013/january-2013/workbook/sp3460902sl.pdf?sfvrsn=d3727a5d_04300201.resp
. Neither the ASTM F 2562, nor AASHTO MP 20-13 specifications referenced in the Florida standard, . Therefore, the stresses in the PE resin are beyond what are experienced in standard HDPE drainage, . The Florida standard is allowing a resin of 435400 with no hydrostatic design basis. However, even the referenced standard AASHTO MP 20-13 has a hydrostatic design basis of 1000 psi. How can Florida expect a 100 year service life with lower resin requirements than the basic AASHTO standard? Response
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2014/july-2014/review/comments-responses/4300201.resp.pdf?sfvrsn=37c13061_0D2-12-11-24BSN
in accordance 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, Standard Specifications for Road and Bridge Construction. Insurance companies must be authorized, , Standard Specifications for Road and Bridge Construction and the Special Provisions, 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/d2/lettings/2024/dec11/d2-12-11-24bsn.pdf?sfvrsn=5a41ae48_1CM-654-01 In-Roadway Warning Light Assembly
the provisions of Sections 995 and 654 of the FDOT Standard Specifications for Road and Bridge Construction, pushbutton. FORMDROPDOWN Provide product literature, specifications, user manual, or similar information, is normally dark until activated. FORMDROPDOWN Provide product literature, specifications, user, -button or, if used, a passive detector. FORMDROPDOWN Provide product literature, specifications, user, product literature, specifications, user manual, or similar information that shows the product meets
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/traffic/traf_sys/compliance-matrices-2022/cm-654-01-in-roadway-warning-light-assembly.docx?sfvrsn=bfb32c05_1Maintenance Specifications - FY 2023-24
Maintenance Specifications - FY 2023-24, Maintenance Specifications - FY 2023-24 Maintenance Specifications Workbook Effective July 1, 2023 through June 30, 2024 Special Provisions - Specific clauses adding to or revising the Standard Specifications, setting forth conditions varying from or additional to the Standard Specifications for a specific project. Supplemental Specifications - Additions or revisions to the Standard Specifications. History of Revisions- To review the History of revisions
https://www.fdot.gov/programmanagement/maintenance/fy-2023-24/maintenance-specifications---fy-2023-24Maintenance Specifications - July 2022
Maintenance Specifications - July 2022, Maintenance Specifications - July 2022 Maintenance Specifications Workbook Effective July 1,2022 through June 30,2023 Special Provisions - Specific clauses adding to or revising the Standard Specifications, setting forth conditions varying from or additional to the Standard Specifications for a specific project. Supplemental Specifications - Additions or revisions to the Standard Specifications. Specification File Name Usage Note SPECIAL PROVISIONS SP0000001 All Jobs
https://www.fdot.gov/programmanagement/maintenance/2022jul/maintenance-specifications---july-20222025FDM215RoadsideSafety
the foundation for the development of specific criteria contained in this chapter and the Standard, Concept using the slope classifications above. These slope classifications are considered the standard, feet 6 feet 8 feet 8 feet 8 feet 8 feet Clear zone widths for work zones are provided in Standard, feet Outside Clear Zone Traffic Infraction Detectors For placement and installation specifications, with Standard Plans . Overhead Sign Structures (Includes DMS) Outside Clear Zone Trees Where
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/fdm/2025/2025fdm215roadsidesafety.pdf?sfvrsn=f3a40d5_1TP-05-30-25BSN3
. IDENTICAL BIDS After consideration in accordance with Article 3-1 of the Standard Specifications for Road, of the contract in the dollar amounts and manner Standard Specifications for Road and Bridge, OF CONTRACT Pursuant to Subsections 3-6 and 3-7 of the Standard Specifications, the successful bidder, /bidder-assist.shtm, Standard Specifications for Road and Bridge Construction and the Special, , unless stipulated in the project description and specifications. If deemed necessary
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/tp/lettings/2025/may30/tp-05-30-25bsn3.pdf?sfvrsn=39e1ad02_1CM-102-02 Portable Changeable Message Sign
the provisions of Section 990 of the FDOT Standard Specifications for Road and Bridge Construction, for the background. FORMDROPDOWN Provide product literature, specifications, user manual, or similar, , specifications, user manual, or similar information that shows the product meets this requirement, , specifications, user manual, or similar information that shows the product meets this requirement. Document, when it is in the operating mode. FORMDROPDOWN Provide product literature, specifications, user
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/traffic/traf_sys/compliance-matrices-2022/cm-102-02-portable-changeable-message-sign.docx?sfvrsn=498d2a28_17150300-122origind
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, : Daniel Strickland, P.E., State Specifications Engineer SUBJECT: Proposed Specification: 7150300, . Submit shop drawings and working drawings with descriptive specifications and engineering data
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2022/january-2022/review/internal/7150300-122origind.pdf?sfvrsn=e4167bdc_2FLEAT 350 (27) - NCHRP350 TL3 - Drawings
a i l E l e m e n t 2'-10 1/4 " 0'-1 3/4 " 0'-6 7/8 " 12'-6" Standard W-Beam (Field Bend) Standard Guardrail, Special Transition or Other Special Treatment FLEAT-350 1 2 3 5 6 4, Breakaway Post* Standard Guardrail, Special Transition or Other Special Treatment Apply 12"!12, Standard 12'-6" Rails Misc. Asphalt Pavt. Note: Do not attach rail to block at post location 3, drawings, procedures and specifications. 4. The FLEAT-350 is intended for use as an approach end
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/maintenance/rdw/ispe/end-treatment/fleat-350-(27)---nchrp350-tl3---drawings.pdf?sfvrsn=b9a46043_14600604-724FHWA
Tallahassee, Florida 32312 Re: State Specifications Office Section: 460 Proposed Specification, by Joshua Turley from the Office of Roadway Design to change the non-standard welding phrase "full penetration weld" to the standard phrase "complete joint penetration weld" to be consistent with American Welding Society (AWS) terminology, to align with language in the Standard Plans. Please review, Specifications Engineer DS/dh Attachment cc: Florida Transportation Builders' Assoc. State Construction
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2024-25/review/fhwa/4600604-724fhwa.pdf?sfvrsn=e9e8acb_16650000-723FHWA
Specifications Office Section: 665 Proposed Specification: 6650000 Pedestrian Detection System. Dear Mr, that is covered in the Standard Plans. Please review and transmit your comments, if any, within, , Signature on file Daniel Strickland, P.E. State Specifications Engineer DS/ra Attachment cc, are classified into three categories: Standard Pedestrian Pushbutton Detectors, Accessible (Audible, and the Standard Plans, Index 700-102. 665-3 Warranty. Ensure that pedestrian detection systems have
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2023-24/review/fhwa/6650000-723fhwa.pdf?sfvrsn=b6a6aa6a_1E4X05-R0
: A Contract / Performance bond is required for this project. PLEASE READ STANDARD SPECIFICATIONS
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/d4/lettings/2023/nov03/e4x05-r0.pdf?sfvrsn=91b99f67_1E4X04-R0
STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION FY 2023-24 (SECTION 7-13) FOR INSURANCE
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/d4/lettings/2023/nov03/e4x04-r0.pdf?sfvrsn=1dace59f_1SPI-715-010
Standard Plans Instructions Topic No. 625-010-003 Index 715-010 High Mast Lighting FY 2024-25 1 Index 715-010 High Mast Lighting Design Criteria AASHTO LRFD Specifications for Structural Supports for Highway Signs, Luminaires and Traffic Signals (LRFDLTS-1); Structures Manual (SM), Volume 3, FDOT Modifications to LRFDLTS-1; Structures Manual (SM) Introduction, I.6 References; FDOT Design Manual (FDM) Design Assumptions and Limitations See notes on Index 715-010, FDM 231, FDM 261
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2025/spi/spi-715-010.pdf?sfvrsn=d8a51af1_1SPI-521-510
Standard Plans Instructions Topic No. 625-010-003 Index 521-510 Concrete Barrier/Noise Wall (8'-0") FY 2024-25 1 Index 521-510 Concrete Barrier/Noise Wall (8'-0") Design Criteria NCHRP Report 350 TL-4; NCHRP Report 663; AASHTO LRFD Bridge Design Specifications; Structures Design Guidelines (SDG) Design Assumptions and Limitations The Concrete Barrier / Noise Wall (8'-0") is the basic non-proprietary crash tested concrete barrier / noise wall combination for use on FDOT retaining
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2025/spi/spi-521-510.pdf?sfvrsn=58d7650f_1E4X18
for this project. PLEASE READ STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION FY2023-24 (SECTION 7-13
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/d4/lettings/2023/dec01/e4x18.pdf?sfvrsn=fd390d26_1