5766 search results for Standard Specifications

RIncidentalConstruction

: REVISION LAST of STANDARD PLANS FY 2025-26 SHEET INDEX D R A W B R I D G E A H E, . 20' 40' this standard distance. require adjustment of Field conditions may * STEEL DECK BRIDGES, DESCRIPTION: REVISION LAST of STANDARD PLANS FY 2025-26 SHEET INDEX I HE E R O N YELLOW, A M R E V I S I O N DESCRIPTION: REVISION LAST of STANDARD PLANS FY 2025-26 SHEET INDEX, : 0 8 : 5 8 A M R E V I S I O N DESCRIPTION: REVISION LAST of STANDARD PLANS

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2026/ser/rincidentalconstruction.pdf?sfvrsn=94b3c1a5_2

44927515201-PLANS-03-SIGNALIZATION-PHIV (1)

T-1 GENERAL NOTES T-3 CONTRACT PLANS COMPONENTS GOVERNING STANDARD SPECIFICATIONS: http, website: Florida Department of Transportation, FY 2024-25 Standard Specifications GOVERNING STANDARD PLANS: APPLICABLE IRs: N/A following website: http://www.fdot.gov/design/standardplans Standard, and applicable Interim Revisions (IRs). 2024-25 Standard Plans for Road and Florida Department, CONSTRUCTION IS COMPLETE, IN ADDITION TO THE REQUIREMENT OF STANDARD 5. POLK COUNTY TRAFFIC

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3340102.FHWA

: State Specifications Office Section: 334 Proposed Specification: 3340102 Superpave Asphalt, at 414-4130. Sincerely, Signature on file Dan Hurtado, P.E. State Specifications Engineer DH/dt, by the Engineer or with Standard Rolling Procedure as specified in 330-7.2. In the event that the rolling procedure deviates from the procedure approved by the Engineer, or the Standard Rolling, for a LOT, the variability-unknown, standard deviation method will be used to determine the estimated

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2018/january-2018/review/fhwa/3340102.fhwa.pdf?sfvrsn=9290b0d_0

D5080000.DO

data, and wiring diagrams. The Department will accept the manufacturer’s standard leaflets covering standard apparatus. Incorporate all drawings in the instruction books, either as reduced size prints, satisfy these Specifications. Furnishthemanufacturer’s data sheets (including weight/length, . Ensurethatallmotor frames meet the requirements for NEMA Standard T-frames of steel or cast iron, with belt centerline at end of NEMA standard shaft extension and stamp the bearing sizes on the nameplate

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2003/january-2003/workbook/d5080000.do.pdf?sfvrsn=da8db018_0

451734 Technical Scope_Final No LRE 20250129

Department of Transportation (FDOT) 2025-2026 Standard Plans for Road and Bridge Construction, into compliance to meet current Standard Plans Index 536-001 and 536-002. The LRE assumes, with bridge anchorage assemblies at all bridge attachment points, in compliance with current Standard Plans, .  Use permanent tape for markings on concrete bridge surfaces.  Use standard thermoplastic (Open Pavement) for longitudinal markings in Sequence 1 and 2.  Use standard thermoplastic (Other Surfaces

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SP4550000DBind

 Origination Form Specifications Name: Joshua Turley Standard Specification Section: Email, for implementation? The Standard Specifications eBook and Workbook are effective July 1st every year, bolts. Do the changes affect other types of specifications? Neither List Specifications Affected: Other Affected Documents/Offices Contacted Yes/No Other Standard Plans No Florida Design Manual, are available on the Track the Status of Revisions hyperlink located on the Specifications landing page

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Chapter_11

to Department facilities or operations. 11.2.1 Classification of Signs and Color Specifications, samples as specified in Table 1 of Fundamental Specification of Safety Colors for CIE Standard Source "C", American National Standard Z53.1-2006, which is incorporated by reference as specified, and that special precautions are necessary. (A) Caution signs. Standard color of the background shall, of American National Standard Z53.1- 2006. All employees shall be instructed that caution signs indicate

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/safety/industrialsafety/chapter_11.pdf?sfvrsn=49b454eb_1

DEV334-337-916FRA (12-2-25)

for controlling all operations and processes such that the requirements of these Specifications are met at all, compliance with these Specifications. Obtain a follow up sample immediately after corrective actions, or with Standard Rolling Procedure as specified in 330-7.2. In the event that the rolling procedure deviates from the procedure approved by the Engineer, or the Standard Rolling Procedure, placement of the mix, , standard deviation method will be used to determine the estimated percentage of the LOT that is within

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/special-case/developmental/dev334-337-916fra-(12-2-25).pdf?sfvrsn=586e5e65_4

4550503.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, , State Specifications Engineer SUBJECT: Proposed Specification: 4550503 Structures Foundations, with ASTM D2113 Standard Practice for DiamondRock Core Drilling and Sampling of Rock for Site

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2018/july-2018/review/internal/4550503.origind.pdf?sfvrsn=2fe0922b_0

4550100.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, Specifications Engineer SUBJECT: Proposed Specification: 4550100 Structures Foundations, in compliance with these Specifications, to record all data, and to submit reports of the test results

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2017/july-2017/review/internal/4550100.origind.pdf?sfvrsn=7932ae00_0

FINAL_Workbook_1-12_Man02

Edition of the Florida Department of Transportation Standard Specifications is revised as follows: January 2012 Workbook…..2 SPECIFICATIONS WORKSHEET Resolved: Notes,Comments, Questions, Plans Advance/JobFileChecked StructurePlans AllSheetsinPlans Signing Plans 20 Standard Index Signal, standard “Award and Execution”* AWARD OF CONTRACT – A+B BIDDING. (REV 8-22-96) (FA 9-3-96) (7-11, Workbook…..16 DEVELOPMENTAL SPECIFICATIONS SPY000008 Whencalledfor January 2012 Workbook…..17

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5300000.FHWA

of the State Roadway Design Office to add gabions and gabion mattresses to the revetment specifications, of the blend does not meet these specifications. 530-2.1.4 Bedding Stone: Use Bedding Stone of either, gradation limits: 5300000.D01 All Jobs Standard Sieve Sizes - Inches IndividualPercentage by Weight, will be used for this purpose and the volume will be calculated using a standard conversion factor, these specifications. 530-2.1.4 Bedding Stone: Use Bedding Stone of either a durable quality limestone or other

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2016/january-2016/review/fhwa/5300000.fhwa.pdf?sfvrsn=4b94074a_0

SS1020000

Contract Specifications, design plans (including traffic control plans) or other Contract Documents, standard for traffic control for highway construction, maintenance, and utility operations. Follow, intersection when signals are not in use. 2.When Standard Index No. 619 is used on Interstate, by business owners and approved by the Engineer. Standard Business entrance signs meeting, the requirements of Section 710. Use standard waterborne paint unless otherwise identified in the plans

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2010/january-2010/workbook/ss1020000.pdf?sfvrsn=55a505cc_0

September 2025 Terms

 375-030-12 PROCUREMENT OGC – 9/25 Page A1 of 12 STANDARD PROFESSIONAL SERVICES AGREEMENT, regard for acceptable engineering standards and principles. Consultant's standard of care shall, A g r eement. I. All tracings, plans, specifications, maps, computer files and/or reports, that in the event of such termination, all tracings, plans specifications, computer files, maps, and data, to all contracts in which it is indicated in Section 6.B of the Standard Professional Services

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/procurement/pubs/september-2025-terms.pdf?sfvrsn=f636fce2_1

2023_Quiet Pavements Synthesis

Figure 22. Diagram showing microphone position according to ISO standard (ISO-11819-2) .... 29 Figure, Official (AASHTO) Designation: T 360-16, Standard Method of Test for the Measurement of Tire, of measurement that indicates the relative intensity of a sound to a standard reference level (I 0, Aquatread, the Uniroyal TigerPaw, and the standard reference test tire (SRTT) and the noise, Statistical Pass-by Method The Statistical Pass-by Method (SPB) follows an ISO standard (ISO 11819-1

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/materials/pavement/research/reports/fcpe/2023_quiet-pavements-synthesis.pdf?sfvrsn=e57996f5_1

4550201-724CommResp

of the Standard Specifications. Action(s): No change made. • 455-10.1- “Additional information, revisions to FDOT specifications 455 - (3 pages of comments) By: Mohamad Hussein, P. E. – GRL Engineers, is, are there changes elsewhere in the specifications that would require the submittal of all of the deleted

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2024-25/review/comments-responses/4550201-724commresp.pdf?sfvrsn=1dbeeef0_1

D9320000

or Specifications. Silicones shall be identified in the following manner: TypeA-Alowmodulus, non-sag (non-self, meets his Company’s Specifications for that product and the primer is suitable for its intended use, dimensions and these Specifications with the following tolerances: 1. Overall Vertical Dimensions, and vulcanized under heat and pressure. The molds shall have standard shop practice mold finish

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2002/january-2002/workbook/d9320000.pdf?sfvrsn=156376c0_0

D9320000.do

specified otherwise in the plans or Specifications. Siliconesshallbeidentifiedinthefollowing manner, that each LOT of primer material furnished to a project meets his Company’s Specifications for that product, and these Specifications with the following tolerances: 1. Overall Vertical Dimensions: Design Thickness 1 1/4 inch, standard shop practice mold finish. The internal steel laminates shall be gritblasted and cleaned

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2003/january-2003/workbook/d9320000.do.pdf?sfvrsn=8feecfa6_0

0070101.origind

 ORIGINATION FORM Proposed Revisions to the Specifications (Please provide all information ‐ incomplete forms will be returned) Contact the State Specifications Office for assistance in completing this form. Daniel Scheer 850‐414‐4130 daniel.scheer@dot.state.fl.us Debbie Toole 850‐414‐4114, o posed revision involve Design Standard Index changes? Yes No Roadway Design staff contacted (name, . IftheDepartment’s website cannot be accessed, contact the Department’s Specifications Office Web

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