4650 search results for pavement design
Staff-Minutes-8_2_2018-Final
designated for capacity improvements. He stated that an explanation has been received from, will report bridge/pavement/System Performance Targets to FHWA; and baseline reports for bridge/pavement, for MPOs to set bridge, pavement, and system performance targets. BUSINESS ITEMS & PRE SENTATIONS, not designated on the SIS if the improvement will enhance mobility or support freight transportation
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/mpoac_website/meetings/2018/staff-minutes-8_2_2018-final.pdf?sfvrsn=14aa5fc0_1Utilities
State Utilities Office District Maintenance Offices District Design Offices District, Maintenance Offices District Design Offices District Construction Office District, Design Offices District Construction Office District Maintenance Office UPM Section 2.1, Design Offices District Construction Office District Maintenance Office Utility Life Cycle State Utilities Office District Maintenance Offices District Design Offices District
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/construction/training/2025-fall-construction-academy/utilities.pdf?sfvrsn=b57462c0_1POLK COUNTY DTWP FY 26-30
Type of Work: PAVEMENT ONLY RESURFACE (FLEX) Phase Fund Code 2026 2027 2028 2029 2030 Construction, KEENE BLVD TO W OF SR 620 Type of Work: FLEXIBLE PAVEMENT RECONSTRUCT. Phase Fund Code 2026 2027, TO N GARY RD Type of Work: RIGID PAVEMENT RECONSTRUCTION Phase Fund Code 2026 2027 2028 2029 2030, 160079 Type of Work: PAVEMENT ONLY RESURFACE (FLEX) Phase Fund Code 2026 2027 2028 2029 2030, SR 600 (US 92) TO N OF ROOMS TO GO ENT Type of Work: PAVEMENT ONLY RESURFACE (FLEX) Phase Fund
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/dtwp-district-1-26-30/polk-county-dtwp-fy-26-30.pdf?sfvrsn=83fa684_1Earthwork 2025 Spring CA
Base Option Sheet 3 – Rigid Pavement, Special Select Soil Option www. fdot.gov/design, with the life of a project: Planning, Development, and Engineering Phase (PD&E) Design Phase, /programmanagement/specs.shtm Florida Department of Transportation Two Types of Pavement System Flexible Pavement Asphalt D e c r e a s i n g S t i f f n e s s Rigid Pavement Florida Department of Transportation Two Types of Pavement System Details Standard Plans, Index
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/construction/training/2025-spring-construction-academy/earthwork-2025-spring-ca.pdf?sfvrsn=ab325a92_1Earthwork 2025 Fall CA
Base Option Sheet 3 – Rigid Pavement, Special Select Soil Option www. fdot.gov/design, with the life of a project: Planning, Development, and Engineering Phase (PD&E) Design Phase, /programmanagement/specs.shtm Florida Department of Transportation Two Types of Pavement System Flexible Pavement Asphalt D e c r e a s i n g S t i f f n e s s Rigid Pavement Florida Department of Transportation Two Types of Pavement System Details Standard Plans, Index
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/construction/training/2025-fall-construction-academy/earthwork-2025-fall-ca.pdf?sfvrsn=912c1fb5_16600201-3.impl
is intended for traffic loop embedding in both asphalt and concrete pavement. Ensure sealant is furnished, that loop sealant is self-leveling when applied and is designed to be installed flush
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2018/january-2018/review/implemented/6600201-3.impl.pdf?sfvrsn=6700d595_04130000.FHWA
the designated area of application. Plug any drain holes or openings within the work area. Prevent, designated in the Plans to be sealed with penetrant sealer, will not be measured for separate payment, and applying the material required to satisfactorily clean and seal cracks and designated surface, a i n ment to prevent the sealer material from flowing beyond the designated area of application, open traffic lanes or outside the work area. 413-3.3.3 Pavement Markers: Protect by masking
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2014/july-2014/review/fhwa/4130000.fhwa.pdf?sfvrsn=b79173f_0PublicHearing_LAKE COUNTY_Summary
- SECURITY - RECEPTION DESK - DESIGN/BUILD Type of Work: FIXED CAPITAL OUTLAY Phase Funding, : PAVEMENT ONLY RESURFACE (FLEX) Phase Funding Source 2026 2027 2028 2029 2030 Construction State, Highways 450581-1 - SR 500 FROM LAKESHORE BLVD TO LAKE EUSTIS DR Type of Work: PAVEMENT ONLY RESURFACE, ) FROM N OF SR 50 TO CR 561A/SOUTHERN BREEZE DR Type of Work: PAVEMENT ONLY RESURFACE (FLEX) Phase, for Project 451315-1 $2,665,118 452642-1 - CR19 FROM LAKEVIEW AVE TO CR48 Type of Work: PAVEMENT ONLY
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/fdot-d5-work-program-reports/fdot-work-program-public-hearing-reports-past-years/publichearing_lake-county_summaryb133db5e-4c76-4870-9313-05ac325e157f.pdf?sfvrsn=1c93ace6_2fdot-bed26-977-06-rpt
in evaluating strategies for data platform implementation and design. Finally, the project goal, STANDARDIZATION .................................172 3.9.1.4 API DESIGN AND SYSTEM INTEGRATION, ..................................................176 3.9.2.6 PLATFORM DESIGN, performance. They also relate to safety metrics, vendor selection, API design, cloud service provider, and platform design (Chapter 3, Section 9). 4. Strategic Recommendations for Districts: Based
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/research/reports/fdot-bed26-977-06-rpt.pdf?sfvrsn=a353ab93_3Pt2Ch1-073121_clean
, and economic development; and 6. Should not list specific design criteria or standards to be met, LRTP, TIP, and Current STIP page. Document all project future phases [Design, Right of Way (ROW, (Design, ROW, and Construction), when those phases are to be funded, their anticipated costs, to be designed or constructed in segments, then these segments should be discussed in the Environmental, geometrics, load limits on structures, inadequate typical sections, poor pavement condition
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/environment/pubs/pdeman/2024/pt2ch1-073121_clean.pdf?sfvrsn=54dfef09_1430-022
Permissible Pavement Modifications Concrete Pipe Dimensions and Quantities and Fastener Unit, in accordance with Index 430-001. metal band specifically designated to join HDPE, PVC, SRPE, or PVC, . Unless otherwise designated in the plans, concrete pipe mitered end sections may be used with any type, (Pipe/Slab Fillet) D or S D o r R Details Sheets 1 and 3 and Pavement Modification See Ditch, SHEET INDEX 1 ' - 0 " 1:12 or Steeper PERMISSIBLE PAVEMENT MODIFICATION 12" 14" 19" 24" 29
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2026/idx/430-022.pdf?sfvrsn=4684aa34_244728715201-PLANS-03-SIGNALIZATION
RIGID PAVEMENT RECONSTRUCTION FROM INDUSTRIAL CANAL TO SAGAMORE TBD SHEET DESCRIPTION SHEET, website: http://www.fdot.gov/design/standardplans Standard Plans for Road Construction and associated IRs, PROJECT LIMITS: EXCEPTIONS: BRIDGE LIMITS: RAILROAD CROSSING: SIGNALIZATION SIGNING AND PAVEMENT, DESIGNATED Vv, Vh AND Vvh) ARE BASED ON THE 2. FORT LAUDERDALE, FLORIDA 33309 1425 W CYPRESS CREEK, IS: SUPPORTING DATA IN THE PRODUCTION OF DESIGN PLANS AND FOR CONSTRUCTION ON SUBJECT PROJECT
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/procuement_marketingd1/documents/fy-25-26/ad--26111/44728715201-plans-03-signalization.pdf?sfvrsn=f3f4c772_1StandardPlansfy2021-22ebook
, 2022 State of Florida Department of Transportation Office of Design FY 2021-22 Standard Plans, of Design FY 2021-22 Standard Plans for Road and Bridge Construction Dear Mr. Christian, Asphalt Treated Permeable Base E.P. or EOP Edge Of Pavement ITS Intelligent Transportation Systems, Fl. Florida LRFD Load Resistance Factor Design Cl. Clearance FDEP Florida Department, High Water RPM Raised Pavement Markers UL Underwriters Laboratories No. Number R/R or RR Railroad
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2022/standardplansfy2021-22ebook.pdf?sfvrsn=652da1ea_3521-001IntReviewPkg
Affected (Yes/No) Other Standard Plans No FDOT Design Manual No Standard Specifications No Basis, Optional 1 (Typ.) Pavement Shoulder PLAN 26 2 521-001 CONCRETE BARRIER 11/01/23 MEDIAN, concrete bottom remains embedded at least 1" below the lowered pavement surface. shallow embedments shown on Sheets 6 thru 9, extend the barrier's concrete lower across its entire section pavement, " PVC Sleeve (Typ.) " Ø x 14" 4 1 1 Pavement Shoulder 26 13 521-001 CONCRETE BARRIER 11/01/22
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/irr/2026/521-001intreviewpkg.pdf?sfvrsn=b8421ff0_1521-001IndReviewPkg
Affected (Yes/No) Other Standard Plans No FDOT Design Manual No Standard Specifications No Basis, Optional 1 (Typ.) Pavement Shoulder PLAN 26 2 521-001 CONCRETE BARRIER 11/01/23 MEDIAN, concrete bottom remains embedded at least 1" below the lowered pavement surface. shallow embedments shown on Sheets 6 thru 9, extend the barrier's concrete lower across its entire section pavement, " PVC Sleeve (Typ.) " Ø x 14" 4 1 1 Pavement Shoulder 26 13 521-001 CONCRETE BARRIER 11/01/22
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/irr/2026/521-001indreviewpkg.pdf?sfvrsn=fefb1f67_1521-001FHWAReviewPkg
Affected (Yes/No) Other Standard Plans No FDOT Design Manual No Standard Specifications No Basis, Optional 1 (Typ.) Pavement Shoulder PLAN 26 2 521-001 CONCRETE BARRIER 11/01/23 MEDIAN, concrete bottom remains embedded at least 1" below the lowered pavement surface. shallow embedments shown on Sheets 6 thru 9, extend the barrier's concrete lower across its entire section pavement, " PVC Sleeve (Typ.) " Ø x 14" 4 1 1 Pavement Shoulder 26 13 521-001 CONCRETE BARRIER 11/01/22
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/irr/2026/521-001fhwareviewpkg.pdf?sfvrsn=473965ca_1521-001FHWAApproved
Affected (Yes/No) Other Standard Plans No FDOT Design Manual No Standard Specifications No Basis, Optional 1 (Typ.) Pavement Shoulder PLAN 26 2 521-001 CONCRETE BARRIER 11/01/23 MEDIAN, concrete bottom remains embedded at least 1" below the lowered pavement surface. shallow embedments shown on Sheets 6 thru 9, extend the barrier's concrete lower across its entire section pavement, " PVC Sleeve (Typ.) " Ø x 14" 4 1 1 Pavement Shoulder 26 13 521-001 CONCRETE BARRIER 11/01/22
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/irr/2026/521-001fhwaapproved.pdf?sfvrsn=9871c828_1TP-05-13-25BSN3
who performs a constructability review on a design contract or who participates in a value engineering, . These improvements consist of pavement reconstruction, guardrail, sidewalk, retaining wall and curb ramps, , 27" HEIGHT LF 482.000 0524- 2- 2 CONCRETE SLOPE PAVEMENT,NON REINFORCED, 4" SY 1,297.000 0550, DETOUR- TEMPORARY PAVEMENT (45208015201) LS 1.000 0102- 2-300 SPECIAL DETOUR- TEMPORARY EARTHWORK/BASE, 5,125.000 0327- 70- 1 MILLING EXISTING ASPHALT PAVEMENT, 1" AVG DEPTH SY 8,730.000 0327- 70- 6 MILLING
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/tp/lettings/2025/may13/tp-05-13-25bsn3.pdf?sfvrsn=8e376fad_1D5-11-07-23BSN
a constructability review on a design contract or who participates in a value engineering study workshop, loops, painted pavement markings, preformed thermoplastic pavement markings and reflective pavement, MILLING EXISTING ASPHALT PAVEMENT, 1 1/2" AVG DEPTH SY 18,581.930 0337- 7- 83 ASPHALT CONCRETE, AS 8.000 0660- 2-106 LOOP ASSEMBLY, F&I, TYPE F AS 1.000 0710- 11-101 PAINTED PAVEMENT MARKINGS, STANDARD, WHITE, SOLID, 6" GM 0.880 0710- 11-102 PAINTED PAVEMENT MARKINGS, STANDARD, WHITE, SOLID
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/d5/lettings/2023/nov07/d5-11-07-23bsn.pdf?sfvrsn=eb727c34_1D2-01-21-2026BSN
a constructability review on a design contract or who participates in a value engineering study workshop, pavement areas, sidewalk areas and bridge approach slabs for the purpose of densification, Road Name: Place paint, thermoplastic, tape and other pavement markings Limits: Midpoint Project(s, this contract consists of placing paint, thermoplastic, tape and other pavement markings. Removal & replacing reflectorized pavement markers within Baker, Columbia, Hamilton, Suwannee and Union Counties
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/d2/lettings/2026/jan21/d2-01-21-2026bsn.pdf?sfvrsn=6393667f_1