4651 search results for pavement design
E8V33Addenda001
229-233 ADDED MAINTENANCE ACCESS PAVEMENT DESIGN 509 REVISED CROSS SECTIONS TO INCLUDE VALLEY, + sealed Roadway & Structures Plans Revision 1 (PDF files) Design + engineering data (CADD-Rev01.zip
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/tp/lettings/2025/jan28/e8v33addenda001.pdf?sfvrsn=feb60e14_1SS0090200
(Asphalt), Asphalt Treated Permeable Base, Superpave Asphaltic Concrete, Miscellaneous Asphalt Pavement, assuming a mix design with 6.25% liquid asphalt weighing 8.58 lb/gal. Asphaltconcrete items payable, m b e r o f g a l l o n s w i l l b e d e t e r mined assuming a mix design with 3% liquid asphalt
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2011/january-2011/workbook/ss0090200.pdf?sfvrsn=feee146e_0SP Revisions
SP0090103LS N/C FHWA SP0090201DB - Measurement and Payment - Design Build Cycle Review Package, SP3270301 - Milling of Existing Asphalt Pavement Cycle Review Package Comments/Responses, (Design Build) Cycle Review Package Comments/Responses FHWA Approval FY 2023-24 SP4550000DB
https://www.fdot.gov/specifications/history-of-revisions/sp-revisions102-110IntReviewPkg
Affected (Yes/No) Other Standard Plans No FDOT Design Manual No Standard Specifications No Basis, -Standing and Anchored Units or when completely fill the remaining holes in the flexible pavement, , in accordance with Specification 926. If a flexible pavement is present and is to remain, in bridge, Pavement, or Flexible or Rigid Asphalt Pad Pavement, or Flexible or Rigid Barrier Unit Asphalt Pad Pavement, or Flexible or Rigid Barrier Unit Geotextile Fabric Geotextile Fabric Retaining
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/irr/2027/102-110intreviewpkg.pdf?sfvrsn=6457d53a_1102-110IndReviewPkg
Affected (Yes/No) Other Standard Plans No FDOT Design Manual No Standard Specifications No Basis, -Standing and Anchored Units or when completely fill the remaining holes in the flexible pavement, , in accordance with Specification 926. If a flexible pavement is present and is to remain, in bridge, Pavement, or Flexible or Rigid Asphalt Pad Pavement, or Flexible or Rigid Barrier Unit Asphalt Pad Pavement, or Flexible or Rigid Barrier Unit Geotextile Fabric Geotextile Fabric Retaining
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/irr/2027/102-110indreviewpkg.pdf?sfvrsn=c0c09b2_1102-110FHWAReviewPkg
Affected Documents/Offices Person Contacted Affected (Yes/No) Other Standard Plans No FDOT Design, the remaining holes in the flexible pavement with hot or cold patch asphalt material. Specification 930, pavement is present and is to remain, in bridge decks, approach slabs and roadway rigid pavements, Retaining Wall Face Min. 3" Asphalt Pad Pavement, or Flexible or Rigid Asphalt Pad Pavement, or Flexible or Rigid Barrier Unit Asphalt Pad Pavement, or Flexible or Rigid Barrier Unit
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/irr/2027/102-110fhwareviewpkg.pdf?sfvrsn=34b667f_1102-110FHWAApproved
Affected Documents/Offices Person Contacted Affected (Yes/No) Other Standard Plans No FDOT Design, the remaining holes in the flexible pavement with hot or cold patch asphalt material. Specification 930, pavement is present and is to remain, in bridge decks, approach slabs and roadway rigid pavements, Retaining Wall Face Min. 3" Asphalt Pad Pavement, or Flexible or Rigid Asphalt Pad Pavement, or Flexible or Rigid Barrier Unit Asphalt Pad Pavement, or Flexible or Rigid Barrier Unit
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/irr/2027/102-110fhwaapproved.pdf?sfvrsn=b6bee622_1ConeR
in 2001. The company specializes in Construction Management, and Design/Build of Automated People, sy 10” concrete pavement construction with joint sealing and repair. Most work accomplished, Bascule, Venice $32,854,776.56 40 Florida DOT 228238-1-52-01 US 27 Design Build 41 Florida DOT, $14,633,815.91 43 Florida DOT 213516-2-52-01 I-95 Design Build $25,600,000.00 44 Florida DOT, Blueprint 2000 Blueprint 2000 City of Tallahassee Design Build $30,796,339.34 70 Florida DOT
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/construction/constadm/drb/resume/coner.pdf?sfvrsn=c91eefec_1700-010IndReviewPkg
Design Manual No Standard Specifications No Basis of Estimates Manual No Approved Product List, Edge of Pavement Elevation Local Centroid (in.) (in.) (in.�) (in.�) (in.�) 6 6 12 12 7.5 7.5, with the GUIDE TO USE THIS INDEX General Notes and Design Example GENERAL NOTES AND DESIGN EXAMPLE, calculated Calculated: = -0.1 ft., 'Y' = 'D' 2.26 ft. Assume: 'B' = 1 ft., 'C' = 7 ft. Design Example, Column (Post) and a 2.0' diameter 4 1 "4" shows the design requires a 4.0" diameter
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/irr/2026/700-010indreviewpkg.pdf?sfvrsn=665e6499_1700-010FHWAReviewPkg
Design Manual No Standard Specifications No Basis of Estimates Manual No Approved Product List, Edge of Pavement Elevation Local Centroid (in.) (in.) (in.�) (in.�) (in.�) 6 6 12 12 7.5 7.5, with the GUIDE TO USE THIS INDEX General Notes and Design Example GENERAL NOTES AND DESIGN EXAMPLE, calculated Calculated: = -0.1 ft., 'Y' = 'D' 2.26 ft. Assume: 'B' = 1 ft., 'C' = 7 ft. Design Example, Column (Post) and a 2.0' diameter 4 1 "4" shows the design requires a 4.0" diameter
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/irr/2026/700-010fhwareviewpkg.pdf?sfvrsn=48f7cbe2_1700-010FHWAApproved
Design Manual No Standard Specifications No Basis of Estimates Manual No Approved Product List, Edge of Pavement Elevation Local Centroid (in.) (in.) (in.�) (in.�) (in.�) 6 6 12 12 7.5 7.5, with the GUIDE TO USE THIS INDEX General Notes and Design Example GENERAL NOTES AND DESIGN EXAMPLE, calculated Calculated: = -0.1 ft., 'Y' = 'D' 2.26 ft. Assume: 'B' = 1 ft., 'C' = 7 ft. Design Example, Column (Post) and a 2.0' diameter 4 1 "4" shows the design requires a 4.0" diameter
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/irr/2026/700-010fhwaapproved.pdf?sfvrsn=700b8eb1_1PublicHearing_ORANGE COUNTY_Summary
Total for Project 454091-8 $460,000 455903-1 - ORLANDO OPS - SECURITY - RECEPTION DESK - DESIGN, IMPROVEMENT Phase Funding Source 2026 2027 2028 2029 2030 Design Build Federal $288,499 Total, Type of Work: PAVEMENT ONLY RESURFACE (FLEX) Phase Funding Source 2026 2027 2028 2029 2030, BLOSSOM TRAIL TO ORANGE AVE Type of Work: PAVEMENT ONLY RESURFACE (FLEX) Phase Funding Source 2026, COUNTY LINE Type of Work: PAVEMENT ONLY RESURFACE (FLEX) Phase Funding Source 2026 2027 2028 2029 2030
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/fdot-d5-work-program-reports/fdot-work-program-public-hearing-reports-past-years/publichearing_orange-county_summary0fb85bb3-ccca-488b-9f39-025fcf8ad257.pdf?sfvrsn=d93e95bb_22024FDM913TypSect
station or milepost limits. Typical Section sheets also provide traffic data and pavement design associated with the typical section being displayed. The typical section design files used to create, the following traffic data (consistent with the data used for pavement design) below and to the left, or Target Speed) (6) Context Classification 913.4 Pavement Design Show the approved pavement design, Topic #625-000-002 FDOT Design Manual 913 - Typical Sections 913 Typical Sections 913.1
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/fdm/2024/2024fdm913typsect.pdf?sfvrsn=670013a9_12025-10 FDOT CCI Technical Memo
designed to removed rare, erratic, or unstable data points and keep data that are both frequent, for that year. For example, the MILLING EXISTING ASPHALT PAVEMENT, 3 1/4" AVG DEPTH pay item accounted for 3, , the MILLING EXISTING ASPHALT PAVEMENT, 3 1/4" AVG DEPTH pay item had an average weighted average price, . For example, in 2008 the MILLING EXISTING ASPHALT PAVEMENT, 1 3/4" AVG DEPTH pay item had a coefficient
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/fpo/fpc/reports/cci/2025-10-fdot-cci-technical-memo.pdf?sfvrsn=42dc8cb9_1E6O89
who performs a constructability review on a design contract or who participates in a value, Structures 0350- 5- CLEANING & SEALING JOINTS- CONCRETE PAVEMENT LF 1,780.000 0350- 5- 2 CLEANING, PAVEMENT MARKER, TYPE B EA 108.000 0999- 25- INITIAL CONTINGENCY AMOUNT, DO NOT BID (44480315201) LS 1.000 Section 0003 Signing 0706- 1- 3 RAISED PAVEMENT MARKER, TYPE B EA 108.000 0710- 90- PAINTED PAVEMENT MARKINGS, FINAL SURFACE (44480315201) LS 1.000 0711- 16-101 THERMOPLASTIC, STANDARD
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/d6/lettings/2024/jul25/e6o89.pdf?sfvrsn=f8ae4c4a_2FY 2025-2026 Workbook
are delineated in the Plans. MILLING OF EXISTING ASPHALT PAVEMENT - STOCKPILING.(REV 8-17-22, ) MILLING OF EXISTING ASPHALT PAVEMENT - EQUIPMENT.(REV 12-1-93) (FY 2025-26) SP3270200 Use when requested by the district Construction Engineer. MILLING OF EXISTING ASPHALT PAVEMENT - STRUCTURAL PAVE, with available coring data. CEMENT CONCRETE PAVEMENT (COLORED CONCRETE).(REV 5-11-16) (FA 5-12-16) (FY, )(10-1-25) SS0040310 Implemented by Mandatory No. 1. Use on all Conventional Design Bid-Build Construction
https://www.fdot.gov/programmanagement/implemented/workbooks/fy-2025-2026-workbookDistrict Two Letting & Project Information
, and Union Place paint, thermoplastic, tape and other pavement markings E21V8-R0 District-wide Subsurface, undesirable weeds E21Y1-R0 Alachua Removal of sediment from ditch pavement, roadside ditch cleaning, thermoplastic striping, reflective pavement 1 E21J4 Lafayette, Taylor BDIRemove, disposal, and replace, concrete slope pavement E21T6 Nassau Portland Cement Concrete, Flexible Paving E21W0-R0 St. Johns, Documentation FCO Contracts Asset Maintenance Contracts Design Build Contracts Performance Bonds can
https://www.fdot.gov/contracts/district-offices/d2/lettings/dist-letting-project-info.shtm2026FDM916DrainStruct
Topic #625-000-002 FDOT Design Manual January 1, 2026 916 - Drainage Sheets 1 916 Drainage, the Design Service Life. The sheet format is available in the FDOT CADD Software. See Exhibit 916-4, shows the design intent of special, non- standard drainage features. The Drainage Sheets are produced, ’ Topic #625-000-002 FDOT Design Manual January 1, 2026 916 - Drainage Sheets 2 916.2 Drainage, and scale. (2) Display proposed limits of pavement, curbs, traffic separators, sidewalks, curb ramps
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/fdm/2026/2026fdm916drainstruct.pdf?sfvrsn=9d50f08_3Turnpike Enterprise Letting and Project Information
Beach Overhead Signs & Structure Maintenance E8W02 Santa Rosa Sign & Pavement for AET Lite, Pinellas Generator & ATS Replacement E8W52-R0 Broward, Miami-Dade, Palm Beach Pavement Edge Silt, -Mixed Bituminous Course/Pavement Marking 1, 2 MAINTENANCE E8W49 Orange Roof Replacement 1, 2, - CONTRACTOR'S NAME DATE AWARDED E8V60 Superior Asphalt, Inc. 4/28/2025 E8V96-R0 Alexander Design + Build, LLC 4/28/2025 E8V99-R0 Alexander Design + Build, LLC 4/28/2025 E8W05-R0 Turtle Infrastructure
https://www.fdot.gov/contracts/district-offices/tp/lettings/dist-letting-project-info.shtm444634-1_SR72-HawkinsRd_ICE-Memo_FINAL
goals are to determine the location and conceptual design of the improvement(s) that satisfy, and five-foot designated bicycle lanes both west and east of the intersection. Sidewalks exist, and 12-foot shared use paths on both sides of the roadway. The FDOT-approved design speed and target, . The opening year (2030) and design year (2050) Average Annual Daily Traffic (AADT) volumes documented, was estimated to have the highest opening year and design year SSI scores and a low number of fatal
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/procuement_marketingd1/documents/fy-25-26/ad--26123/444634-1_sr72-hawkinsrd_ice-memo_final.pdf?sfvrsn=a03849e2_1