4648 search results for pavement design
SPI-700-102
Standard Plans Instructions Topic No. 625-010-003 Index 700-102 Special Sign Details FY 2026-27 1 Index 700-102 Special Sign Details Design Criteria FDOT Traffic Engineering Manual (TEM); FHWA Manual on Uniform Traffic Control Devices (MUTCD); FDOT Speed Zoning Manual (Speed Zone Manual); FDOT Design Manual (FDM) Design Assumptions and Limitations The MUTCD provides detailed, SHS . Refer to FDM 230 for criteria on signing and pavement marking. Plan Content Requirements
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2027/spi/spi-700-102.pdf?sfvrsn=94a2ec76_1SS1020000
Temporary Retroreflective Pavement Markers. Install these markers as detailed in the Design, during construction. Furnish and install work zone pavement markings for maintenance of traffic, the performance of the work, and repair any damage to existing pavement open to traffic, t i o n 9 7 0 T e mporary Retroreflective Pavement Markers…Section 990 Paint, t he materials meeting the requirements of Section 990, Section 994, Design Standards
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2010/january-2010/workbook/ss1020000.pdf?sfvrsn=55a505cc_0SunTrail_RequestForFunding_Guidance_2023
); design (PE); acquisition of real property / land / right-of-way (ROW); new construction, reconstruction or resurfacing of trail surfaces or bridges and maintenance (e.g., obligations for pavement, to and through lands of the Florida Wildlife Corridor Act (Section 259.1055, F.S.) • FDOT Design Manual Topic 625-000-002 (FDM) [Chapter 224] defines on-system multi- use trails or SUP. FDOT Office of Design Topic 625-000-015 – the Manual of Uniform Minimum Standards for Design, Construction
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/planning/systems/suntrail/guidance/suntrail_requestforfunding_guidance_2023.pdf?sfvrsn=1483c306_1Special Provisions Workbook January 2017
CONCRETE PAVEMENT - COLORED CONCRETE. (REV 5-11-16) (FA 5-12-16) (1-17) Changes to: 350-1, 350-2, 350-10. SP3500200 Jobs with Colored Concrete Pavement INTEGRAL PILE AND COLUMN JACKETS. (REV 1-7-16, ; to provide a safe and functional connection to an existing pavement; to settle documented Contract, with the Proposal design. CONTROL OF THE WORK. (REV 3-15-02) (1-17) SUBARTICLE 5-1.1 is expanded
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2017/january-2017/workbook/special-provisions-workbook-january-2017.pdf?sfvrsn=f3e8a328_12021 FDOT Design Manual
2021 FDOT Design Manual, Facilities Patterned Pavement and Architectural Pavers Freight - Under Development Landscape Design, FDOT Design Manual Subscribe to our FDOT, Design Manual (FDM) Manager: Contact Us Developmental Criteria and Previous Manual Versions Developmental Design Criteria 2020 FDOT Design Manual 2019 FDOT Design Manual 2018 FDOT Design Manual Plans Preparation Manual (PPM) 2021 FDOT Design Manual - Complete FDM Document Download To view
https://www.fdot.gov/roadway/fdm/2021-FDM.shtm9900200Memo
the proposed changes to Section 990 by Ed Cashman from the State Roadway Design Office to allow, shall be designed to provide 180 days of continuous operation with minimum onsite maintenance. 990-3.1.1.2 Battery Life Test: Meet the following: 1. The photovoltaic unit shall be designed, be designed to be protected from the elements and vandalism. 4. Automatic recharging of power supply, pads, one on each of the four frame corners. 4. The trailer shall be designed to be set up
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2020/july-2020/review/internal/9900200memo.pdf?sfvrsn=2496166c_29320300.impl
size designation and for reinforced concrete design calculations and minimum mechanical properties. Table 3-1 Size and Strength of FRP reinforcing bars Bar Size Designation Nominal Bar, 932 NONMETALLICACCESSORYMATERIALS FOR CONCRETE PAVEMENT AND CONCRETE STRUCTURES. (REV11-23-15)(FA2-8-16)(7-16) ThefollowingnewArticleisaddedafterSUBARTICLE932-2.6.4: 932-3FiberReinforced Polymer (FRP) Reinforcing Bars. 932-3.1 General: Use only solid round thermoset pultruded glass fiber
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2016/july-2016/review/implemented/9320300.impl.pdf?sfvrsn=382ec010_0SS5770000
to the desired typical section for proper drainage, protection of pavement edge, and to provide a safe, plane. Blade turf which has grown over the edge of existing pavement from the pavement’s edge for a width of not more than 18 inches from the pavement’s edge. Disc the existing shoulders prior, resulting from the reworking procedure in areas designated by the Engineer. Provide and maintain all, Edge of Pavement to Shoulder 1/2” to 1” maximum Shoulders 3/4 “ per foot Front Slopes 1:4 to 1:6
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2020/january-2020/maintenance/ss5770000.pdf?sfvrsn=51815ce7_3SS5770000
to the desired typical section for proper drainage, protection of pavement edge, and to provide a safe, plane. Blade turf which has grown over the edge of existing pavement from the pavement’s edge for a width of not more than 18 inches from the pavement’s edge. Disc the existing shoulders prior, resulting from the reworking procedure in areas designated by the Engineer. Provide and maintain all, Edge of Pavement to Shoulder 1/2” to 1” maximum Shoulders 3/4 “ per foot Front Slopes 1:4 to 1:6
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2019/july-2019/maintenance/finalized/ss57700007684755411874edcaa946eff5cc4b9b9.pdf?sfvrsn=9faac691_3SS5770000
to the desired typical section for proper drainage, protection of pavement edge, and to provide a safe, plane. Blade turf which has grown over the edge of existing pavement from the pavement’s edge for a width of not more than 18 inches from the pavement’s edge. Disc the existing shoulders prior, resulting from the reworking procedure in areas designated by the Engineer. Provide and maintain all, Edge of Pavement to Shoulder 1/2” to 1” maximum Shoulders 3/4 “ per foot Front Slopes 1:4 to 1:6
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2019/january-2019/maintenance/finalized/ss5770000ffbc0837-d408-4f4f-8df4-171e99d1d397.pdf?sfvrsn=ed87c3a7_2SS5770000
to the desired typical section for proper drainage, protection of pavement edge, and to provide a safe, plane. Blade turf which has grown over the edge of existing pavement from the pavement’s edge for a width of not more than 18 inches from the pavement’s edge. Disc the existing shoulders prior, resulting from the reworking procedure in areas designated by the Engineer. Provide and maintain all, Edge of Pavement to Shoulder 1/2” to 1” maximum Shoulders 3/4 “ per foot Front Slopes 1:4 to 1:6
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2018/july-2018/maintenance/finalized/ss5770000.pdf?sfvrsn=d5076f96_11020602.origind
/Subarticles: Telephone: email: Will the proposed revision involve Design Standard Index changes? Yes No Roadway Design staff contacted (name): Structures Design staff contacted (name): Will the proposed revision involve PPM changes? Yes No Roadway Design staff contacted (name, ): Will this revision necessitate any of the following: Design Bulletin Construction Bulletin Estimates Bulletin, components from the designated storage facility to the job site. Unload, erect, and maintain the bridge
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2018/january-2018/review/internal/1020602.origind.pdf?sfvrsn=7119fd88_0E54F5Addenda001
Street Bridge No. 360064 4 Attachment I Replaced 452072-1 and 452074-1 Draft Pavement Design Reports with Final Pavement Design Reports 4 Attachment M Retracted Vertical Curve Length Variation, Innovation www.fdot.gov February 28, 2025 ADDENDUM NO. 1 To: ALL DESIGN-BUILD FIRMS Project, Design Build Division I Specifications Updated Wage Rate Decision Numbers in Section 7-16 3, Department Commitments Design Build Firm will be responsible for finalizing plans and 78 VI.N
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/d5/design-build/e54f5/e54f5addenda001.pdf?sfvrsn=7e5ba822_14130303.origind
/Subarticles: Telephone: email: Will the proposed revision involve Design Standard Index changes? Yes No Roadway Design staff contacted (name): Structures Design staff contacted (name): Will the proposed revision involve PPM changes? Yes No Roadway Design staff contacted (name, ): Will this revision necessitate any of the following: Design Bulletin Construction Bulletin Estimates Bulletin, Design Office to standardize the definition of RPM and align it with the MUTCD where RPM is defined
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2018/july-2018/review/internal/4130303.origind.pdf?sfvrsn=aadfaf69_03501800.FHWA
Amato of the State Roadway Design Office to define a new pay item for Concrete Pavement, CONCRETE PAVEMENT. (REV 9-9-153-144-8-16) ARTICLE 350-18 is deleted and the following substituted, to complete the work. Payment will be made under: Item No. 350- 3- PlainCement Concrete Pavement - per square yard. Item No. 350- 4- ReinforcedCement Concrete Pavement - per square yard. Item No. 350, CEMENT CONCRETE PAVEMENT. (REV 4-8-16) ARTICLE 350-18 is deleted and the following substituted
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2017/january-2017/review/fhwa/3501800.fhwa.pdf?sfvrsn=c397427_02007_Use of Nondestructive Techniques to Estimate the Allowable Vibratory Compaction Level during Construction
to adjacent infrastructure, particularly in or near urban areas. The majority of flexible pavement design, pavement design procedure (AASHTO 1993) tailored for Florida conditions (FDOT 2004). Most rehabilitation, FL/DOT/SMO/07-BDB-11 March31,2007 v EXECUTIVE SUMMARY The Superpave TM mixture design method, pre-construction testing. Detailed knowledge of the layering of the pavement structure, 5.2.2 Pre-Design E v a l u a t i o n
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/materials/pavement/research/reports/fcpe/2007_use-of-nondestructive-techniques-to-estimate-the-allowable-vibratory-compaction-level-during-construction.pdf?sfvrsn=e1e3bf6a_10050104-122origind
the required bracing designs in accordance with the AASHTO LRFD Bridge Design Specifications (LRFD, Index Traffic Engineering Manual FDOT Design Manual Construction Project Administration Manual Basis of Estimate/Pay Items Structures Design Guidelines Approved Product List Materials Manual Will this revision necessitate any of the following: Design Bulletin Construction Bulletin Estimates, waterways. 3. Contractor Originated Designs: Items which the Contract Documents require the Contractor
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2022/january-2022/review/internal/0050104-122origind.pdf?sfvrsn=19b5d5f5_22024FDM921TTCP
Topic #625-000-002 FDOT Design Manual 921 - Temporary Traffic Control Plan 921 Temporary, for the development of TTCP sheets. See FDM 240 for requirements of TTCP designs. The amount, Highway Lighting Plan Topic #625-000-002 FDOT Design Manual 921 - Temporary Traffic Control Plan, , or on separate standard-format sheets (11”x17”). Topic #625-000-002 FDOT Design Manual 921, the survey and design CADD files. TTCP plans may be produced on standard-format sheets (11”x17
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/fdm/review/2024fdm921ttcp.pdf?sfvrsn=64c75a94_12024FDM921TTCP
Topic #625-000-002 FDOT Design Manual 921 - Temporary Traffic Control Plan 921 Temporary, for the development of TTCP sheets. See FDM 240 for requirements of TTCP designs. The amount, Highway Lighting Plan January 1, 2024 1 Topic #625-000-002 FDOT Design Manual 921 - Temporary, #625-000-002 FDOT Design Manual 921 - Temporary Traffic Control Plan 921.5 Critical Sectional, These sheets are typically created referencing the survey and design CADD files. TTCP plans may be produced
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/fdm/2024/2024fdm921ttcp.pdf?sfvrsn=726f0c49_12025FDM921TTCP
Topic #625-000-002 FDOT Design Manual 921 - Temporary Traffic Control Plan 921 Temporary, for the development of TTCP sheets. See FDM 240 for requirements of TTCP designs. The amount, Highway Lighting Plan Topic #625-000-002 FDOT Design Manual 921 - Temporary Traffic Control Plan 921.2, , or on a separate standard-format sheets (11”x17”). Topic #625-000-002 FDOT Design Manual 921 - Temporary, the survey and design CADD files. TTCP plans may be produced on standard-format sheets (11”x17”) or large
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/fdm/2025/review/2025fdm921ttcp.pdf?sfvrsn=63147581_1