4651 search results for pavement design
PublicHearing_CITRUS COUNTY_Summary_2026-2030
OF SR 44 Type of Work: RIGID PAVEMENT RECONSTRUCTION Phase Funding Source 2026 2027 2028 2029, AIRPORT - TAXIWAY A REHAB DESIGN Type of Work: AVIATION PRESERVATION PROJECT Phase Funding Source, 452374-1 $120,000 455947-1 - INVERNESS AIRPORT - DESIGN AND CONSTRUCT TAXIWAY TO T-HANGARS Type of Work, Local $294,800 State $1,179,200 Total for Project 455948-1 $1,474,000 456120-1 - DESIGN, for Project 456120-1 $1,356,000 456121-1 - DESIGN AND CONSTRUCT T-HANGARS - INVERNESS AIRPORT Type of Work
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/d7wpph/publichearing_citrus-county_summary_2026-2030.pdf?sfvrsn=fb9e5d04_1SS5300000
(consisting of broken stone or broken concrete) as shown in the Design Standards and in the plans, or Design Standards, place geotextile fabric under the riprap. 530-2 Materials. 530-2.1 Sand, of Section 921. (5)GeotextileFabric:Meettherequirements of Section 514 and Design Standards, Index, may substitute non-reinforced concrete from existing pavement that is to be removed and which, the requirements of Section 514 and Design Standards, Index 199. 530-3 Construction Methods. 530-3.1 S a n d
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2007/january-2007/workbook/ss5300000.pdf?sfvrsn=fac00430_0SS5300000
(consisting of broken stone or broken concrete) as shown in the Design Standards and in the plans, or Design Standards, place geotextile fabric under the riprap. 530-2 Materials. 530-2.1 Sand, of Section 921. (5)GeotextileFabric:Meettherequirements of Section 514 and Design Standards, Index, may substitute non-reinforced concrete from existing pavement that is to be removed and which, the requirements of Section 514 and Design Standards, Index 199. 530-3 Construction Methods. 530-3.1 S a n d
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2007/january-2007/workbook/ss5300000d2b5f7cdb063492cbabe0a5c7d1ed00c.pdf?sfvrsn=e56c00c2_0SS5300000
(consisting of broken stone or broken concrete) as shown in the Design Standards and in the plans, or Design Standards, place geotextile fabric under the riprap. 530-2 Materials. 530-2.1 Sand, of Section 921. (5)GeotextileFabric:Meettherequirements of Section 514 and Design Standards, Index, may substitute non-reinforced concrete from existing pavement that is to be removed and which, the requirements of Section 514 and Design Standards, Index 199. 530-3 Construction Methods. 530-3.1 S a n d
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2008/january-2008/workbook/ss5300000.pdf?sfvrsn=4e10cb02_0SS5300000
(consisting of broken stone or broken concrete) as shown in the Design Standards and in the plans, or Design Standards, place geotextile fabric under the riprap. 530-2 Materials. 530-2.1 Sand, of Section 921. (5)GeotextileFabric:Meettherequirements of Section 514 and Design Standards, Index, existing pavement that is to be removed and which meets the above requirements for commercial bedding stone. 530-2.4 Geotextile Fabric: Meet the requirements of Section 514 and Design Standards, Index
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2009/january-2009/workbook/ss5300000.pdf?sfvrsn=55ff3489_05300201int
/Offices Contacted Yes/No Other Standard Plans Rick Jenkins Yes Florida Design Manual No Structures, and in conformance with the lines, grades, design, and dimensions shown in the Plans. Submit vendor, and cable sizing design for approval. Comply with the National Concrete Masonry Association’s Design Manual for Articulating Concrete Block Revetment Systems, Second Edition, or the National, quarry run stone, the Contractor may substitute non-reinforced concrete from existing pavement
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2026-27/review/internal/5300201int.pdf?sfvrsn=1a300878_15300201ind
/Offices Contacted Yes/No Other Standard Plans Rick Jenkins Yes Florida Design Manual No Structures, and in conformance with the lines, grades, design, and dimensions shown in the Plans. Submit vendor, and cable sizing design for approval. Comply with the National Concrete Masonry Association’s Design Manual for Articulating Concrete Block Revetment Systems, Second Edition, or the National, quarry run stone, the Contractor may substitute non-reinforced concrete from existing pavement
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2026-27/review/industry/5300201ind.pdf?sfvrsn=cb0e9d70_1RGeneralConstructionOpertaionse
. 4' Min. 1' Min. Anchored CONDITION Free-standing OFFSET LATERAL WIDTH ASPHALT PAVEMENT, Offset Edge of Travel Way Slope 1:10 or Flatter Asphalt Pad Pavement or Flexible or Rigid Pavement, Pavement or Flexible or Rigid Barrier Unit Barrier Delineators TEMPORARY BARRIER 11/01/20 102-100 1, Free-Standing and Anchored Units or when completely fill the remaining holes in the flexible pavement, or Q, in accordance with Specification 926. If a flexible pavement is present and is to remain
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2023/ser/rgeneralconstructionopertaionse.pdf?sfvrsn=b14743da_1crash-data-process_v18
BACK SAFETY CRASH DATA GUIDANCE NEXT CRASHES BY PAVEMENT CONDITION AND SEVERITY CRASH ATTRIBUTES • Pavement Conditions and Crash Severity WHY? Identify further improvement considerations (e.g., wet pavement conditions, higher than a district-wide average of 15%. Review the most recent skid report for the location to determine the need for potential pavement quality improvements, for ponding at likely low points within the pavement, which can contribute to the number of wet pavement
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/safety/11a-safetyengineering/crash-data/crash-data-process_v18.pdf?sfvrsn=311253ee_1florida hsip report 2024
a District Safety Engineer (DSE) and supporting staff that identify, plan, design, and implement HSIP, ) are involved with HSIP planning. • Design • Districts/Regions • Governors Highway Safety Office, , design, operations, finance, construction, maintenance modal development, the Safe Routes to School, to prevent occurrences and warn motorists with signing, pavement markings, and advanced detection, • Install/Improve Pavement Marking and/or Delineation • Install/Improve Signing • Pavement/Shoulder
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/safety/11a-safetyengineering/fhwa-reports-plans/florida-hsip-report-2024.pdf?sfvrsn=563286e0_1florida hsip report 2024 rev01
that identify, plan, design, and implement HSIP projects with support from the SSO. Each District also works, of transportation (DOTs) Bureaus, Divisions) are involved with HSIP planning. • Design • Districts, and business areas include planning, design, operations, finance, construction, maintenance modal, , pavement markings, and advanced detection and warning systems at interstate interchanges, and this work, signs • Install/Improve Lighting • Install/Improve Pavement Marking and/or Delineation • Install
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/safety/11a-safetyengineering/fhwa-reports-plans/florida-hsip-report-2024-rev01.pdf?sfvrsn=d24a648e_1District 6 FY2026 Consultant Acquisition Plan Printable - 2-28-2025
Minor Design Comments: 26608 AD Number: 5/19/2025 6/18/2025 6/23/2025 Advertise Longlist, Consultant: Workmix: Project Description: Districtwide Structures Design and Review Consultant, Manager: Awarded Consultant: Workmix: Project Description: Continuing Services for MEI & Design Plans, : Continuing Services for MEI & Design Plans Review Comments: 26614 AD Number: 6/30/2025 8/5/2025, & Pavement Coring Services Comments: 26624 AD Number: 1/5/2026 2/4/2026 2/9/2026 Advertise Longlist
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/designsupport/districts/d6/district-6-fy2026-consultant-acquisition-plan-printable---2-28-20257ff2a96c-baa3-4438-a402-e3c2768612d2_aca4bfcb-9d3d-4844-91cf-d0f6e2e31806.pdf?sfvrsn=6b1f4739_1District 6 FY2026 Consultant Acquisition Plan Printable - 2-28-2025
Minor Design Comments: 26608 AD Number: 5/19/2025 6/18/2025 6/23/2025 Advertise Longlist, Consultant: Workmix: Project Description: Districtwide Structures Design and Review Consultant, Manager: Awarded Consultant: Workmix: Project Description: Continuing Services for MEI & Design Plans, : Continuing Services for MEI & Design Plans Review Comments: 26614 AD Number: 6/30/2025 8/5/2025, & Pavement Coring Services Comments: 26624 AD Number: 1/5/2026 2/4/2026 2/9/2026 Advertise Longlist
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/designsupport/districts/d6/district-6-fy2026-consultant-acquisition-plan-printable---2-28-2025_36f06d18-56e6-4410-a062-ecac52b77bda.pdf?sfvrsn=fda7b6c2_2FY2026 D6 Consultant Acquisition Plan
Minor Design Comments: 26608 AD Number: 5/19/2025 6/18/2025 6/23/2025 Advertise Longlist, Consultant: Workmix: Project Description: Districtwide Structures Design and Review consultant, Manager: Awarded Consultant: Workmix: Project Description: Continuing Services for MEI & Design Plans, Description: Continuing Services for MEI & Design Plans Review Comments: 26614 AD Number: 6/30/2025, & Pavement Coring Services Comments: 26624 AD Number: 1/5/2026 2/4/2026 2/9/2026 Advertise
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/designsupport/districts/d6/fy2026-d6-consultant-acquisition-plan_b8f70681-b81b-4771-b8bf-9abf76bc95ec.pdf?sfvrsn=833b189f_128-13-johnson-exposito-stormwater
Criteria • First Flush Design and Performance Standards (old criteria) • Vo lumetric calculation, , or impaired waters (varied by WMD) • Upfront treatment volume • Nutrient Reduction Design, Fact Sheet (EPA 832-F-21-031L), & Bioretention Design Handbook (EPA 841-B-23-002) Linear Tr, ) Can download on FDOT Drainage Design’s Stormwater website: https://www. fdot.gov/roadway/drainage/drainage-design-aids 34 BMP Tr a i n s – Ti p s & Tr i c k s Retention BMPs 35 BMP Tr a i n s
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/training/transportationsymposium/2025-october/28-13-johnson-exposito-stormwater.pdf?sfvrsn=93cb9dd9_1PublicHearing_MARION COUNTY_Summary_2027_2031
of Work: INTERCHANGE (NEW) Phase Funding Source 2027 2028 2029 2030 2031 Design Build State $205,800, TO SW 52ND AVE Type of Work: PAVEMENT ONLY RESURFACE (FLEX) Phase Funding Source 2027 2028 2029, FROM SE 196 TER DR TO LAKE COUNTY LINE Type of Work: PAVEMENT ONLY RESURFACE (FLEX) Phase Funding, Source 2027 2028 2029 2030 2031 Design Build State $415,067 $122,388 Total for Project 452072-1, 2030 2031 Design Build State $3,802,547 $1,121,232 Preliminary Engineering State $400,881 $206,857
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/fdot-d5-work-program-reports/fdot-work-program-public-hearing-reports-past-years/publichearing_marion-county_summary_2027_2031.pdf?sfvrsn=49ec71b6_144927515201-PLANS-02-SIGNINGMARKING-PHIV (1)
AND SEALED BY THIS ITEM HAS BEEN DIGITALLY SIGNALIZATION SIGNING AND PAVEMENT MARKING ROADWAY https, PLANS: APPLICABLE IRs: N/A following website: http://www.fdot.gov/design/standardplans Standard, MANAGER: PAVEMENT MARKING PLANS INDEX OF SIGNING AND ENGINEER OF RECORD: PAVEMENT MARKING PLANS, AND PAVEMENT MARKING PLANS FINANCIAL PROJECT ID 449275-1-52-01 POLK COUNTY (16180) STATE ROAD, AND PAVEMENT MARKING PLANS S-3 - S-30 STATE OF � � � No 72029 E S N E C I L L A E R N O M
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/procuement_marketingd1/documents/fy24-25/ad--25136/44927515201-plans-02-signingmarking-phiv-(1).pdf?sfvrsn=fa92537b_12024FDM911ModelManagement
Topic #625-000-002 FDOT Design Manual 911 - Model Management Sheet 911 Model Management Sheet 911.1 General The Model Management sheet provides information for the order and naming of the models developed for the project. The Model Management sheet is produced as a contract document, . Development of this sheet early in the design phase establishes an effective segmentation, . Display proposed limits of pavement, curbs, traffic separators, sidewalks, curb ramps
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/fdm/2024/2024fdm911modelmanagement.pdf?sfvrsn=90051ec3_1LAP COP Meeting Minutes 2024-04-08
, Pavement Markings, and the MUTCD 3-Part Series o September 12 th , 19 th , & 26 th , 10-11:30am: Introduction to Complete Streets Planning & Design 3-Part Series • Staying in Touch o Join, Design - CO derwood.sheppard@dot.state.fl.us Jasmin Raffington FDOT Local Programs – CO
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/lap/lapcop/meeting-materials/april-8--2024/lap-cop-meeting-minutes-2024-04-08.pdf?sfvrsn=731e7f0b_12025FDM911ModelManagement
Topic #625-000-002 FDOT Design Manual 911 - Model Management Sheet 911 Model Management Sheet 911.1 General The Model Management sheet provides information for the order and naming of the models developed for the project. The Model Management sheet is produced as a contract document, . Development of this sheet early in the design phase establishes an effective segmentation of the project, the proposed limits of pavement, curbs, traffic separators, sidewalks, curb ramps, and driveways
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/fdm/2025/2025fdm911modelmanagement.pdf?sfvrsn=5142e9b7_1