4651 search results for pavement design
PublicHearing_MIAMI_DADE COUNTY_Summary
DIVERS SHOP RESTROOMS RENOVATION DESIGN & CONSTRUCTION Type of Work: FIXED CAPITAL OUTLAY Phase, $10,980,508 438808-1 - MIAMI OPA LOCKA EXECUTIVE APT UPGRADE 9L/27R PAVEMENT REHABILITATION Type, $22,191,854 $23,535,087 $24,239,026 $26,343,476 Design Build Local $3,303,033 $3,402,123 $3,504,189, of Work: BRIDGE-REPLACE AND ADD LANES Phase Funding Source 2025 2026 2027 2028 2029 Design Build Federal, SULLIVAN DR/43 ST Type of Work: FLEXIBLE PAVEMENT RECONSTRUCT. Phase Funding Source 2025 2026 2027
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/d6_documents/publichearing_miami_dade-county_summary.pdf?sfvrsn=c801358d_1RSigningPavementMarkingsand Lighting
Elevation Edge of Pavement Elevation Local Centroid (in.) (in.) (in.�) (in.�) (in.�) 6 6 12 12 7.5, with the GUIDE TO USE THIS INDEX General Notes and Design Example GENERAL NOTES AND DESIGN, calculated Calculated: = -0.1 ft., 'Y' = 'D' 2.26 ft. Assume: 'B' = 1 ft., 'C' = 7 ft. Design, Aluminum Column (Post) and a 2.0' diameter 4 1 "4" shows the design requires a 4.0" diameter, location from � Aluminum Column (Post) = Height of the edge of pavement from the mounting elevation
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2024/ser/rsigningpavementmarkingsand-lighting.pdf?sfvrsn=6361cd10_5RSigningPavementMarkingandLighting
Groundline Elevation Edge of Pavement Elevation Determine the height 'H' from groundline, 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, Aluminum Column (Post) and a 2.0' diameter 4 1 "4" shows the design requires a 4.0" diameter, � Aluminum Column (Post) = Height of the edge of pavement from the mounting elevation = Height
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2023/ser/rsigningpavementmarkingandlighting.pdf?sfvrsn=866f473f_3RSigningPavementMarkingsand Lighting
Edge of Pavement Elevation Local Centroid (in.) (in.) (in.�) (in.�) (in.�) 6 6 12 12 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, Aluminum Column (Post) and a 2.0' diameter 4 1 "4" shows the design requires a 4.0" diameter, from � Aluminum Column (Post) = Height of the edge of pavement from the mounting elevation = Height
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2026/ser/rsigningpavementmarkingsand-lighting.pdf?sfvrsn=38f6b6fb_5RSigningPavementMarkingsand Lighting
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, from � Aluminum Column (Post) = Height of the edge of pavement from the mounting elevation
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2025/ser/rsigningpavementmarkingsand-lighting.pdf?sfvrsn=e098d5_6RSigningPavementMarkingsandLighting
Edge of Pavement Elevation Local Centroid (in.) (in.) (in.�) (in.�) (in.�) 6 6 12 12 7.5, with the GUIDE TO USE THIS INDEX General Notes and Design Example GENERAL NOTES AND DESIGN, calculated Calculated: = -0.1 ft., 'Y' = 'D' 2.26 ft. Assume: 'B' = 1 ft., 'C' = 7 ft. Design, Aluminum Column (Post) and a 2.0' diameter 4 1 "4" shows the design requires a 4.0" diameter, location from � Aluminum Column (Post) = Height of the edge of pavement from the mounting elevation
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2027/ser/rsigningpavementmarkingsandlighting.pdf?sfvrsn=af0777da_1PublicHearing_MIAMI_DADE COUNTY_Summary
$26,343,476 $26,673,220 Design Build Local $3,402,123 $3,504,189 $3,609,314 $3,717,593 $3,829,121, Source 2026 2027 2028 2029 2030 Railroad & Utilities State $200,000 Design Build Federal $12,695,800, of Work: INTERCHANGE IMPROVEMENT Phase Funding Source 2026 2027 2028 2029 2030 Design Build State, OF ED SULLIVAN DR/43 ST Type of Work: FLEXIBLE PAVEMENT RECONSTRUCT. Phase Funding Source 2026, 2027 2028 2029 2030 Design Build State $229,351 Toll/Turnpike $135,567 Total for Project 430291-9
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/2024-work-program-hearing/publichearing_miami_dade-county_summary.pdf?sfvrsn=f7f10065_1PublicHearing_HILLSBOROUGH_COUNTY_Summary
& RECONSTRUCT Phase Funding Source 2027 2028 2029 2030 2031 Contract Incentives Federal $5,700,000 Design, By: Project Description SUBJECT TO CHANGE HILLSBOROUGH COUNTY Highways 450566-1 - SIDEWALK GAP DESIGN, of Work: RIGID PAVEMENT RECONSTRUCTION Phase Funding Source 2027 2028 2029 2030 2031 Construction, - US92/SR600/HILLSBOROUGH AVE FR NORTH PARK PL TO E OF N CENTRAL AVE Type of Work: PAVEMENT ONLY RESURFACE (FLEX) Phase, of Work: RIGID PAVEMENT RECONSTRUCTION Phase Funding Source 2027 2028 2029 2030 2031 Construction
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/d7wpph/publichearing_hillsborough_county_summary.pdf?sfvrsn=eb21838_1Escambia County FY26-30 Summary
453891-2 - US90 PENSACOLA WEIGH STATION PAVEMENT UPGRADES Type of Work: MCCO WEIGH STATION STATIC, : Aviation 448560-1 - PENSACOLA INTERNATIONAL AIRPORT DESIGN OF MEDIAN/CROSSWALK IMPROVEMENT Type, DESIGN INBOUND BAGGAGE ROOM RELOCATION Type of Work: AVIATION CAPACITY PROJECT Phase Funding, $740,000 448560-3 - PENSACOLA INTERNATIONAL AIRPORT DESIGN BAGGAGE CLAIM EXPANSION Type of Work, DESIGN Type of Work: AVIATION PRESERVATION PROJECT Phase Funding Source 2026 2027 2028 2029 2030
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/d3_adopted_documents/escambia-county-fy26-30-summary.pdf?sfvrsn=c5754aac_143018575201-PLANS-01-ROADWAY
Construction are included in the Structures Plans following website: http://www.fdot.gov/design, AT WILDLIFE CROSSING STRUCTURE PLANS SIGNING AND PAVEMENT MARKING PLANS ROADWAY PLANS T H E O F F, COMM. DESIGN SPEED = 55 MPH DESIGN HOUR T = 8.25% K = 9.0% D = 56.00% T = 16.50% (24 HOUR) ESTIMATED DESIGN YEAR = 2047 AADT = 26,200 ESTIMATED OPENING YEAR = 2027 AADT = 18,100 CURRENT YEAR = 2019 AADT = 16,900 MILLING/RESURFACING SHOULDER NEW CONSTRUCTION - SHOULDER PAVEMENT AND FRICTION
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/procuement_marketingd1/documents/fy24-25/ad-25105/43018575201-plans-01-roadway.pdf?sfvrsn=928936f_1695-001IndReviewPkg
splices will be performed using splice kits designed for direct burial. Splice kits will include screw
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/irr/2025/695-001indreviewpkg.pdf?sfvrsn=58d63a31_1695-001FHWAReviewPkg
splices will be performed using splice kits designed for direct burial. Splice kits will include screw
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/irr/2025/695-001fhwareviewpkg.pdf?sfvrsn=c11c9dc5_123I-003 Gadsden County LAP Report
mechanism for local agency projects to develop, design, and construct transportation facilities, reimburses local agencies for the planning, design, and construction of transportation facilities, , drainage, pedestrian lighting, and signing and pavement marking throughout the project area, (Department) for project planning, project development, design, right-of-way relocation, acquisition
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/ig/reports/23i-003-gadsden-county-lap-report.pdf?sfvrsn=c641a9ca_12023-2024 3rd Quarter SRES Report
SUPPLY CHAIN VARIABLES: ASPHALT PAVEMENT MATERIALS, by the port to design and construct a new rail siding at Talleyrand marine terminal to expand capacity, on the type of work and timeline DBEs will perform in design-build projects. The rule adds, – April 2024 Quarterly Report | 10 SUPPLY CHAIN VARIABLES: ASPHALT PAVEMENT MATERIALS Table 1, for plastics has increased, as prices keep rising. Supply chain issues for pavement markings and other
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/fpo/fpc/reports/sres/quarterly/2023-2024-3rd-quarter-sres-report.pdf?sfvrsn=d328589f_144629015201-PLANS-01-ROADWAY_PHIV
LIMITS: EXCEPTIONS: BRIDGE LIMITS: RAILROAD CROSSING: SIGNING AND PAVEMENT MARKING ROADWAY 1, ://www.fdot.gov/design/standardplans Standard Plans for Road Construction and associated IRs are available, OF TRANSPORTATION PAVEMENT ONLY PROJECT FROM LYCHEE RD TO BAY ST (863) 519-2300 KELLIE F. SPURGEON, P.E., +60.00 TO STA. 272+69.77 BK. = SR 45 (US 41) TYPICAL SECTION CONTEXT CLASSIFICATION = C3C DESIGN SPEED = 55 MPH DESIGN HOUR T = 2.5% K = 9.0% D = 52.5% T = 5.0% (24 HOUR) ESTIMATED DESIGN YEAR
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/procuement_marketingd1/documents/fy24-25/ad--25127/44629015201-plans-01-roadway_phiv.pdf?sfvrsn=bd070129_144893715201-PLANS-02-SIGNINGMARKING
LAUDERDALE MIAMI 75 75 NAPLES KEY WEST k m a e r k i PAVEMENT MARKING PLANS INDEX, IRs: N/A following website: http://www.fdot.gov/design/standardplans Standard Plans for Road, WEEKS, PMP FDOT PROJECT MANAGER: ENGINEER OF RECORD: PAVEMENT MARKING PLANS SIGNING AND c : \ b, ://tinyurl.com/2z2sf9h5 PROJECT LOCATION URL: SIGNALIZATION SIGNING AND PAVEMENT MARKING PLANS ROADWAY PLANS SIGNING AND PAVEMENT MARKING PLANS STATE OF � � � No 74678 E S N E C I L D N A H
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/procuement_marketingd1/documents/fy24-25/ad--25129/44893715201-plans-02-signingmarking.pdf?sfvrsn=c189a0c3_144629625201-PLANS-02-SIGNINGMARKING
SYSTEMS SIGNALIZATION SIGNING AND PAVEMENT MARKING ROADWAY 1 S- LOCATION OF PROJECT T H E O F, & PAVEMENT MARKING PLAN S-3 GENERAL NOTES S-2 SIGNATURE SHEET KEY SHEET S-1 F L O R I D A ' S, COUNTY (12075) INDEX OF SIGNING AND PAVEMENT MARKING PLANS I-75 (SR 93) AT CR 876 / SR 876, OF FLORIDA DEPARTMENT OF TRANSPORTATION SIGNING AND PAVEMENT MARKING PLANS CONTRACT PLANS COMPONENTS, , P.E. G.E.C. PROJECT MANAGER: ENGINEER OF RECORD: MARKING PLANS SIGNING AND PAVEMENT c : \ p
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/procuement_marketingd1/documents/fy24-25/ad--25118/44629625201-plans-02-signingmarking.pdf?sfvrsn=94fdcc60_1D4-02-07-25BSN
on a design contract or who participates in a value engineering study workshop or cost risk analysis, 42596085201(*) PALM BEACH 15 E4X93-R0 TREASURE COAST STRIPING & PAVEMENT MARKERS 42413397201(*) DIST, , flashing beacon, object marker, delineator, tubular marker), pavement markings (raised, thermoplastic
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/d4/lettings/2025/feb07/d4-02-07-25bsn.pdf?sfvrsn=9fd7fccd_1D5-06-03-25BSN
performs a constructability review on a design contract or who participates in a value engineering, 0327- 70- 1 MILLING EXISTING ASPHALT PAVEMENT, 1" AVG DEPTH SY 100.000 0327- 70- 6 MILLING EXISTING ASPHALT PAVEMENT, 1 1/2" AVG DEPTH SY 100.000 0334- 1- 13 SUPERPAVE ASPHALTIC CONC, TRAFFIC C TN
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/d5/lettings/2025/jun03/d5-06-03-25bsn.pdf?sfvrsn=bdf25b68_1TP-10-21-25BSN3
on a design contract or who participates in a value engineering study workshop or cost risk analysis, 592.000 0327- 70- 19 MILLING EXISTING ASPHALT PAVEMENT, 3/4" AVG DEPTH SY 34,998.000 0337- 7- 25 ASPHALT, - 1- 3 RAISED PAVEMENT MARKER, TYPE B EA 37,291.000 0711- 11-124 THERMOPLASTIC, STANDARD, WHITE
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/tp/lettings/2025/oct21/tp-10-21-25bsn3.pdf?sfvrsn=407d61f_1