4650 search results for pavement design
102-661FHWAReviewPkg
Contacted Affected (Yes/No) Other Standard Plans Darren Martin Yes FDOT Design Manual No Standard, . when the work operation is in place for 3 1. Temporary pavement markings may be omitted W20-1F, is in place for 3 1. Temporary pavement markings may be omitted W20-1F Note 4) (See General G20-2
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/irr/2026/102-661fhwareviewpkg.pdf?sfvrsn=5a79335c_1102-661FHWAApproved
Contacted Affected (Yes/No) Other Standard Plans Darren Martin Yes FDOT Design Manual No Standard, . when the work operation is in place for 3 1. Temporary pavement markings may be omitted W20-1F, or less. when the work operation is in place for 3 1. Temporary pavement markings may be omitted
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/irr/2026/102-661fhwaapproved.pdf?sfvrsn=500305a3_1102-661FHWAApproved2
Contacted Affected (Yes/No) Other Standard Plans Darren Martin Yes FDOT Design Manual No Standard, . when the work operation is in place for 3 1. Temporary pavement markings may be omitted W20-1F, days or less. when the work operation is in place for 3 1. Temporary pavement markings may
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/irr/2026/102-661fhwaapproved2.pdf?sfvrsn=fdd32ad9_143665615201-PLANS-01-ROADWAY
DRIVE NEW YORK AVENUE PEDESTRIAN OVERPASS STRUCTURE PLANS LIGHTING PLANS SIGNING AND PAVEMENT, /design/standardplans Standard Plans for Road Construction and associated IRs are available, 0327- 70- 6 MILLING EXISTING ASPHALT PAVEMENT, 1 1/2" AVG DEPTH 0337- 7- 83 FC-12.5, PG 76-22
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/procuement_marketingd1/documents/fy-25-26/ad--26141/43665615201-plans-01-roadway.pdf?sfvrsn=c79a5291_1D5-01-07-25BSN
A contractor who performs a constructability review on a design contract or who participates in a value, , VOLUSIA Road Name: Pavement Markings Limits: Midpoint Project(s): 44410017216(*) Federal Aid, . Intent: The work under this Contract consists of the replacement of pavement markings and RPMs, : E59C0-R0 ALT Item Description Unit Quantity Section 0001 PAVEMENT STRIPING (LARGE MACHINE) (LM, SURFACES, YELLOW, SKIP, 6" GM 4.000 0711- 17- 1 THERMOPLASTIC, REMOVE EXISTING THERMOPLASTIC PAVEMENT
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/d5/lettings/2025/jan07/d5-01-07-25bsn.pdf?sfvrsn=178a31f3_1TP-06-10-25BSN-30Day
who performs a constructability review on a design contract or who participates in a value, asphalt pavement, including replacing existing asphalt pavement, providing thermoplastic pavement markings, and raised pavement markers, at various locations on the Homestead Extension of Florida's, SYSTEM EA 5.000 0327- 70- 1 MILLING EXISTING ASPHALT PAVEMENT, 1" AVG DEPTH SY 18,000.000 0337- 7, PAVEMENT MARKER, TYPE B EA 800.000 0711- 11-123 THERMOPLASTIC, STANDARD, WHITE, SOLID, 12
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/tp/lettings/2025/jun10/tp-06-10-25bsn-30day.pdf?sfvrsn=bc20275e_1715-002
Effective Projected Area (EPA): 1.55 SF 1. Poles are designed to support the following: Sarasota, Shoe Design are capable of providing the required capacity. B. Frangible Base, Base Shoe, and Clamp, Plate Pavement Only with Rigid Material 1" Exp. Jt. Junction Box Embedded x 6" (Typ.) � 1'-0" x, " long (Typ.) 8 9 9 40 40 40 140 120 160 (MPH) SPEED WIND HEIGHT (FT) MOUNTING DESIGN, ) MOUNTING DESIGN (FT) DEPTH FOUNDATION 9 8 715-002 STANDARD ALUMINUM LIGHTING 11/01/22 3 " C o
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2025/idx/715-002.pdf?sfvrsn=472eab7a_1715-002
Projected Area (EPA): 1.55 SF 1. LOADING: Poles are designed to support the following: Sarasota, Transformer Base, and Base Shoe Design are capable of providing the b. Frangible Base, Base Shoe, Bars 5W1 12 ~ #4 Bars @ 8" Bearing Plate 2" � Conduit Only Pavement with Rigid Material 1" Exp, .) See Roadway Plans only with Rigid Pavement 1" Exp. Jt. Material Bearing Plate (See Note 3, 40 40 140 120 160 (MPH) SPEED WIND HEIGHT (FT) MOUNTING DESIGN (FT) DEPTH FOUNDATION
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2026/idx/715-002.pdf?sfvrsn=8df6d4ae_1715-002
are designed to support the following: Sarasota and St. Lucie Counties. Brevard, Broward, Charlotte, capacity. i. Certify that the Clamp, Frangible Transformer Base, and Base Shoe Design are capable, Bars 5W1 12 ~ #4 Bars @ 8" Bearing Plate 2" � Conduit Only Pavement with Rigid Material 1, .) See Roadway Plans only with Rigid Pavement 1" Exp. Jt. Material Bearing Plate (See Note 3, 40 40 140 120 160 (MPH) SPEED WIND HEIGHT (FT) MOUNTING DESIGN (FT) DEPTH FOUNDATION
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2027/idx/715-002.pdf?sfvrsn=3404de72_1District 1 DTWP 2026-2030
: RIGID PAVEMENT RECONSTRUCTION Phase Fund Code 2026 2027 2028 2029 2030 Construction ACNP $7,963,695, 450671-1 - SR 25 (US 27) AT FLAGPOLE RD Type of Work: RIGID PAVEMENT RECONSTRUCTION Phase Fund Code, DRIVE Type of Work: PAVEMENT ONLY RESURFACE (FLEX) Phase Fund Code 2026 2027 2028 2029 2030, TO SOUTH OF SR80 Type of Work: PAVEMENT ONLY RESURFACE (FLEX) Phase Fund Code 2026 2027 2028 2029 2030, COUNTY Modal Development: Aviation 453786-1 - AIRGLADES AIRPORT REHAB PARALLEL TAXIWAY PAVEMENT
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/dtwp-district-1-26-30/district-1-dtwp-2026-2030.pdf?sfvrsn=f5f9f138_1FMPP_Presentation_10302025_Collaboration Space Download
Goals Maintaining Investments 80% of the pavement on the SHS meets standards 90, & Environment Design Right-of-Way Construction Operations & Maintenance 1-5 years Continuous 1-3 years, increases Pavement Preservation Bridge Preservation Highway Maintenance Section 334.046, F.S., Designated source of money (such as federal or state) to pay for the project Budget Authority granted
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/planning/policy/metrosupport/fmpp/2025_4-october/fmpp_presentation_10302025_collaboration-space-download.pdf?sfvrsn=ec8db5d9_1The Harbor At Lake Henry - FDOT Set 12-20-22 - Signed
, AND REFLECTIVE PAVEMENT MARKERS SHALL BE IN CONFORMANCE WITH AND CONSTRUCTED TO THE FDOT DESIGN STANDARDS, ://www.fdot.gov/design/standardplans Standard Plans for Bridge Construction are included in the Structures Plans Component. GOVERNING DESIGN MANUAL: 2022 FDOT Design Manual at the following website, IN ACCORDANCE WITH THE MOST CURRENT VERSION OF THE FDOT FLORIDA DESIGN MANUAL (FDM) AND ARE GOVERNED, OF WAY SHALL BE IN ACCORDANCE WITH THE MOST CURRENT VERSION OF FDOT DESIGN MANUAL AND STANDARD PLANS
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/procuement_marketingd1/documents/fy-25-26/ad--26106/the-harbor-at-lake-henry---fdot-set-12-20-22---signed.pdf?sfvrsn=bfd0b0ca_16950000-122FHWA
by manufacturer) Sensor Element Material Pressure sensing piezoelectric Pavement Operating Temperature 0°F, components of solid solid-state design, constructed so that they will not be damaged by jolts, to outline the perimeter of the sensor on the pavement and routes for lead-in cables. Do not allow the saw cut in the pavement to deviate more than 1.0 inch from the chalk line. Ensure that all saw cuts, a temperature sensor in the roadway or paved shoulder to monitor pavement temperature. Ensure
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2022/january-2022/review/fhwa/6950000-122fhwa.pdf?sfvrsn=83a247e2_2D2-06-11-25BSN
review on a design contract or who participates in a value engineering study workshop or cost risk, , WHITE, MESSAGE EA 44.000 0711- 17- 1 THERMOPLASTIC, REMOVE EXISTING THERMOPLASTIC PAVEMENT MARKINGS, PAVEMENT (21152215201) LS 1.000 0102- 2-300 SPECIAL DETOUR- TEMPORARY EARTHWORK/BASE (21152215201, , BASE GROUP 09 SY 158.000 0289- 1-104 COARSE AGGREGATE BASE SPECIAL DESIGN, 24" SY 94.000 0327- 70- 11 MILLING EXISTING ASPHALT PAVEMENT, 2 1/4" AVG DEPTH SY 23,575.000 0334- 1- 12 SUPERPAVE ASPHALTIC
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/d2/lettings/2025/jun11/d2-06-11-25bsn.pdf?sfvrsn=46bc506b_12023 District Two Letting & Project Information
Pavement Markings E21B2-R0 Alachua, Bradford Mechanical Tree Pruning, or Paint Pavement Markings 1 October 18, 2023 Important Letting, Remove and Replace Reflectorized Pavement Markers November 15, Lighting and Signalization, LLC 11/3/2023 E21G2-R0 Alexander Design + Build, LLC 11/3/2023
https://www.fdot.gov/contracts/district-offices/d2/lettings/2023/2023-district-two-letting---project-information2024 District Four Letting and Project Information
& Shoulder Rework E4X22-R0 Martin, St. Lucie, Indian River Reflective Pavement Markers E4X23-R0, Herbicide Application E4X49-R0 Palm Beach Pavement Markers/Marking Z4124-R0 Broward, Palm Beach Pre, Supplements Proposal ID County Major Work Type Addendum E4X40-R0 Broward Pavement Markings E4X47, TO AWARD - CONTRACTOR'S NAME DATE AWARDED E4W98 Alexander Design + Build, LLC
https://www.fdot.gov/contracts/district-offices/d4/lettings/2024/2024-district-four-letting-and-project-information400-090IntReviewPkg
: Joshua.Turley@dot.state.fl.us Index Title: APPROACH SLABS (30 FT.) (FLEXIBLE PAVEMENT APPROACHES) Summary of the changes, (Yes/No) Other Standard Plans No FDOT Design Manual No Standard Specifications No Basis, APPROACH SLABS (30 FT.) (FLEXIBLE PAVEMENT APPROACHES) 11/01/24 2 2 400-090 Shape shown) varies, 32, SHEET INDEX APPROACH SLABS (30 FT.) (FLEXIBLE PAVEMENT APPROACHES) 11/01/25 2 2 400-090 Shape
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/irr/2027/400-090intreviewpkg.pdf?sfvrsn=ee84fdd2_1400-091IntReviewPkg
: Joshua.Turley@dot.state.fl.us Index Title: APPROACH SLABS (30 FT.) (RIGID PAVEMENT APPROACHES) Summary of the changes, /No) Other Standard Plans No FDOT Design Manual No Standard Specifications No Basis of Estimates, SLABS (30 FT.) (RIGID PAVEMENT APPROACHES) 11/01/17 2 2 400-091 Shape shown) varies, 32, PAVEMENT APPROACHES) 11/01/25 2 2 400-091 Shape shown) varies, 32" Vertical Traffic Railing (Type
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/irr/2027/400-091intreviewpkg.pdf?sfvrsn=e079c08c_1400-090IndReviewPkg
: Joshua.Turley@dot.state.fl.us Index Title: APPROACH SLABS (30 FT.) (FLEXIBLE PAVEMENT APPROACHES) Summary of the changes, (Yes/No) Other Standard Plans No FDOT Design Manual No Standard Specifications No Basis, APPROACH SLABS (30 FT.) (FLEXIBLE PAVEMENT APPROACHES) 11/01/24 2 2 400-090 Shape shown) varies, 32, SHEET INDEX APPROACH SLABS (30 FT.) (FLEXIBLE PAVEMENT APPROACHES) 11/01/25 2 2 400-090 Shape
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/irr/2027/400-090indreviewpkg.pdf?sfvrsn=7703660_1400-091IndReviewPkg
: Joshua.Turley@dot.state.fl.us Index Title: APPROACH SLABS (30 FT.) (RIGID PAVEMENT APPROACHES) Summary of the changes, /No) Other Standard Plans No FDOT Design Manual No Standard Specifications No Basis of Estimates, SLABS (30 FT.) (RIGID PAVEMENT APPROACHES) 11/01/17 2 2 400-091 Shape shown) varies, 32, PAVEMENT APPROACHES) 11/01/25 2 2 400-091 Shape shown) varies, 32" Vertical Traffic Railing (Type
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/irr/2027/400-091indreviewpkg.pdf?sfvrsn=f7d28022_1