5763 search results for Standard Specifications

RGeneralConstructionOperations

: REVISION LAST of STANDARD PLANS FY 2024-25 SHEET INDEX Lateral Offset Edge of Travel Way Slope 1, DESCRIPTION: REVISION LAST of STANDARD PLANS FY 2024-25 SHEET INDEX Edge of Travel Way Edge, DESCRIPTION: REVISION LAST of STANDARD PLANS FY 2024-25 SHEET INDEX Edge of Travel Way Anchored, : REVISION LAST of STANDARD PLANS FY 2024-25 SHEET INDEX L L L L Lateral Offset Setback, DESCRIPTION: REVISION LAST of STANDARD PLANS FY 2024-25 SHEET INDEX Unmarked End Marked End

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2025/ser/rgeneralconstructionoperations.pdf?sfvrsn=2731cbb_2

RGeneralConstructionOperations

: REVISION LAST of STANDARD PLANS FY 2025-26 SHEET INDEX Lateral Offset Edge of Travel Way Slope, O N DESCRIPTION: REVISION LAST of STANDARD PLANS FY 2025-26 SHEET INDEX Edge of Travel Way, DESCRIPTION: REVISION LAST of STANDARD PLANS FY 2025-26 SHEET INDEX Edge of Travel Way Anchored, DESCRIPTION: REVISION LAST of STANDARD PLANS FY 2025-26 SHEET INDEX L L L L Lateral Offset, I O N DESCRIPTION: REVISION LAST of STANDARD PLANS FY 2025-26 SHEET INDEX Unmarked End

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Flexible Pavement Design Manual Redlines

materials shown on the Typical Section Sheet or from the Standard Specifications. If only the Base, substitution for stabilization (meeting Standard Specifications, Section 290 as discussed below) does, in the Project Specifications. The Standard Specifications also provide that when 12-inches of Type B, values range from 75% to 99%. A Standard Deviation (SO) of 0.45 is used in the calculation. The Standard Normal Deviate (ZR) is dependent on the Reliability (%R). To p ic #625-010-002 Effective: March

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1020000.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: 1020000 Maintenance of Traffic, activities from those in the original Contract Specifications, Design Plans (including TCPs) or other

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2018/july-2018/review/internal/1020000.origind.pdf?sfvrsn=4a9fdaf9_0

Special Provisions Workbook July 2018

in the Standard Specifications. *Contracts Office must approve. AWARD AND EXECUTION OF CONTRACT, Specifications SPECIAL PROVISIONS Spec Name Usage Note PROPOSAL REQUIREMENTS AND CONDITIONS, , SPECIFICATIONS, SPECIAL PROVISIONS, AND SITE OF WORK (REV 11-3-15)(FA 1-27-16)(7-18) Insert Information, with SP0020400-60day PROPOSAL REQUIREMENTS AND CONDITIONS - EXAMINATION OF PLANS, SPECIFICATIONS, Specifications Supplemental Spec Name Usage note 001 MAINTENANCE OF TRAFFIC (REV 3-13-18) (FA

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RGeneralConstructionOperationse

: REVISION LAST of STANDARD PLANS FY 2023-24 SHEET INDEX Lateral Offset Edge of Travel Way Slope, O N DESCRIPTION: REVISION LAST of STANDARD PLANS FY 2023-24 SHEET INDEX Edge of Travel Way, DESCRIPTION: REVISION LAST of STANDARD PLANS FY 2023-24 SHEET INDEX Edge of Travel Way, N DESCRIPTION: REVISION LAST of STANDARD PLANS FY 2023-24 SHEET INDEX L L L L Lateral, V I S I O N DESCRIPTION: REVISION LAST of STANDARD PLANS FY 2023-24 SHEET INDEX Unmarked

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Special Provisions Workbook July 2022

. SP0030200 Use when modifying the “Award and Execution” timeframes in the Standard Specifications, Specifications SPECIAL PROVISIONS Spec Name Usage Note PROPOSAL REQUIREMENTS AND CONDITIONS, , SPECIFICATIONS, SPECIAL PROVISIONS, AND SITE OF WORK. (REV 6-16-21) (FA 8-2-21) (7-22) Insert Information, Use with the approval of the Chief Engineer. Supplemental Specifications Supplemental Spec Name, AND CONDITIONS - EXAMINATION OF PLANS, SPECIFICATIONS, SPECIAL PROVISIONS, AND SITE OF WORK. (REV 6-16-21

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2026FDMPart9NexGenPlans

is to ensure that the footing concrete is placed in the dry per the Standard Specifications, , the Standard Specifications requirements must be met; the reviewer is putting the Design -Build Firm, Standard symbols for roadway design are shown in the CADD Symbol Cell Library. Abbreviations may be used to save space. A list of standard abbreviations is contained in the Standard Plans. Minor deviations from these standard abbreviations are allowed, provided that the abbreviation used is clear

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1600200FHWA

400 Tallahassee, Florida 32312 Re: State Specifications Office Section: 160 Proposed Specification, Daniel Strickland, P.E. State Specifications Engineer DS/dh Attachment cc: Florida, a Limerock Bearing Ratio (LBR) value of 40 is specified in accordance with Standard Plans, Index, compliance with soil utilization requirements as specified in Standard Plans, Index 120-001, (LBR) value of 40 is specified in accordance with Standard Plans, Index 120-001. SUBARTICLE

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3460200-722FHWA

Specifications Office Section: 346 Proposed Specification: 3460200 Structural Portland Cement Concrete, ) 414-4130. Sincerely, Signature on file Daniel Strickland, P.E. State Specifications Engineer DS/ra, standard deviations minus: a. 500 psi, if f′c is 5,000 psi or less. b. 0.10 f′c, if f′c is greater, 1.34 standard deviations. Base calculations on a minimum of ten consecutive strength test results, the specified minimum compressive strength (f′c) plus 2.33 standard deviations minus: a. 500 psi, if f′c

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SS4550400

to a standard splice. (b)9feetofpiling,willbepaidforascompensation for drilling and grouting the dowels, by these Specifications will be included in the cost of the piling items; however, work in addition, applied to piles, completed and accepted in accordance with the plans and these Specifications, to shaft excavation, in accordance with ASTM D 2113 Standard Practice for Diamond Core Drilling for Site, D 2113 Standard Practice for Diamond Core Drilling for Site Excavation. Cut the cores

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0090103LS.FHWA

of this progress estimate. Gallonswillbederivedonlyfrom the established Standard Fuel Factor list posted, established standard fuel factors are posted on the State Construction Office website, in these Specifications, the Engineer will apply a reduction in payment for the material in question based, . Gallonswillbederivedonlyfrom the established Standard Fuel Factor list posted on the State Construction, on the quantities shown on the Contractor’s Invoice on all items for which established standard fuel

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2014/july-2014/review/fhwa/0090103ls.fhwa.pdf?sfvrsn=acc6d454_0

RStructures

: REVISION LAST of STANDARD PLANS FY 2026-27 SHEET INDEX Front Face of Wall Shear Key Footer 1, LAST of STANDARD PLANS FY 2026-27 SHEET INDEX D * L D s o i l L *L W H e i g h, with Specifications 400 and 415. See ISOMETRIC VIEW 1 90° 1 Reinforcement) (Showing Far Side A A TYPICAL, LAST of STANDARD PLANS FY 2026-27 SHEET INDEX 1 1 400-021 CONCRETE STEPS 11/01/17 other, DESCRIPTION: REVISION LAST of STANDARD PLANS FY 2026-27 SHEET INDEX GENERAL NOTES: " wide. 2 1 Dry

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2026FDM231Lighting

must be 5000K CCT per the Standard Specifications. Daytime underdeck lighting that is installed per, , meet the requirements of FDOT Standard Specifications Workbook 8-4.1. For Dark-Sky Buffer Areas, 215.2.9 and Standard Plans, Index 715-002. This chapter provides the process and criteria to be used, Specifications for Structural Supports for Highway Signs, Luminaires, and Traffic Signals and the FDOT, , as shown in the Standard Plans are as follows: (1) Install 20’ of ground rod at each conventional

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2026FDM231Lighting

be 5000K CCT per the Standard Specifications. Daytime underdeck lighting that is installed per, the requirements of FDOT Standard Specifications Workbook 8-4.1. For Dark-Sky Buffer Areas: (1, 215.2.9 and Standard Plans, Index 715-002. This chapter provides the process and criteria to be used, Specifications for Structural Supports for Highway Signs, Luminaires, and Traffic Signals and the FDOT, in the Standard Plans are as follows: (1) Install 20’ of ground rod at each conventional height light

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9-2023_Fall Construction Academy_Concrete and Structural Materials

Standard Specification (SS) CPA M (Chapter 10 Structures) Materials Manual 8.4, 8.6, 9.2 and 9.3 (Vo l I, & 929) Concrete Raw Materials Concrete Classification according to FDOT Specifications Conventional, Dev927UHPC UHPC (DevSpec 349/927) Standard Concrete Products (Ta mpa) Field Demonstration UHPC, Manual (state.fl.us) Construction Training Qualification Manual (fdot.gov) Standard Specification, (CRSI) Manual of Standard Practice Acts as a guide to available reinforcing steel and accepted

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471-030IntReviewPkg

Affected (Yes/No) Other Standard Plans No Florida Design Manual No Standard Specifications No Basis,  Origination Form Proposed Revisions to a Standard Plans Index Originator: Turley, Joshua Index, No Implementation ["FY-Standard Plans (Next Release)"] 1 0 / 6 / 2 0 2 2 1 1 : 1 9 : 1 7 A M R E V I S I O N DESCRIPTION: REVISION LAST of STANDARD PLANS FY 2023-24 SHEET, : 2 4 A M R E V I S I O N DESCRIPTION: REVISION LAST of STANDARD PLANS FY 2024-25

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CR 557_90%_Signal_Plans

OF SPT BORINGS FOR STRUCTURES UTILITY PLAN STANDARD MAST ARM ASSEMBLIES DATA TABLE MAST ARM, , FURNISH & INSTALL, STANDARD EA 4 4 670-5-110 TRAFFIC CONTROLLER ASSEMBLY, F&I, NEMA AS 1 1, TO FDOT SPECIFICATIONS. 13 MOVEMENTS. PLACE LOOP 2’ IN ADVANCE OF THE STOP BAR. USE 6’ X 40’ TYPE, BE RIGID MOUNTED USING STAINLESS STEEL WIRE ROPE CABLE. IF STANDARD PLANS INDEX 649-031 FOR STATE, ASSEMBLIES DATA TABLE STANDARD MAST ARM POLK COUNTY PROJECT NO. 18-73 Q:\50110728_CR_557_Widening\CAD

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471-030IndReviewPkg

/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, ["FY-Standard Plans (Next Release)"] 1 0 / 6 / 2 0 2 2 1 1 : 1 9 : 1 7 A M R E V I S I O N DESCRIPTION: REVISION LAST of STANDARD PLANS FY 2023-24 SHEET INDEX F E N D E, A M R E V I S I O N DESCRIPTION: REVISION LAST of STANDARD PLANS FY 2025-26 SHEET INDEX

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471-030FHWAReviewPkg

/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, ["FY-Standard Plans (Next Release)"] 1 0 / 6 / 2 0 2 2 1 1 : 1 9 : 1 7 A M R E V I S I O N DESCRIPTION: REVISION LAST of STANDARD PLANS FY 2023-24 SHEET INDEX F E N D E, A M R E V I S I O N DESCRIPTION: REVISION LAST of STANDARD PLANS FY 2025-26 SHEET INDEX

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