4650 search results for pavement design
715-002IndReviewPkg
(Yes/No) Other Standard Plans No FDOT Design Manual No Standard Specifications Daniel Strickland, . Poles are designed to support the following: Sarasota and St. Lucie Counties. Brevard, Broward, a. Certify that the Clamp, Frangible Transformer Base, and Base Shoe Design are capable of providing, Construction Joint (Typ.) Anchor Bolts Base Plate Pavement Only with Rigid Material 1" Exp. Jt, 120 160 (MPH) SPEED WIND HEIGHT (FT) MOUNTING DESIGN (FT) DEPTH FOUNDATION 8 9 9 40
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/irr/2026/715-002indreviewpkg.pdf?sfvrsn=c911e941_1715-002FHWAReviewPkg
/No) Other Standard Plans No FDOT Design Manual No Standard Specifications Daniel Strickland Yes Basis, are designed to support the following: Sarasota and St. Lucie Counties. Brevard, Broward, Charlotte, that the Clamp, Frangible Transformer Base, and Base Shoe Design are capable of providing the required, Construction Joint (Typ.) Anchor Bolts Base Plate Pavement Only with Rigid Material 1" Exp. Jt, ) SPEED WIND HEIGHT (FT) MOUNTING DESIGN (FT) DEPTH FOUNDATION 8 9 9 40 40 40 140 120
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/irr/2026/715-002fhwareviewpkg.pdf?sfvrsn=90b1d288_1715-002FHWAApproved
/No) Other Standard Plans No FDOT Design Manual No Standard Specifications Daniel Strickland Yes Basis, are designed to support the following: Sarasota and St. Lucie Counties. Brevard, Broward, Charlotte, that the Clamp, Frangible Transformer Base, and Base Shoe Design are capable of providing the required, Construction Joint (Typ.) Anchor Bolts Base Plate Pavement Only with Rigid Material 1" Exp. Jt, ) SPEED WIND HEIGHT (FT) MOUNTING DESIGN (FT) DEPTH FOUNDATION 8 9 9 40 40 40 140 120
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/irr/2026/715-002fhwaapproved.pdf?sfvrsn=9822ed4_1Historical Item Averages Market Area 05
167,920.000 SY N SPECIAL DETOUR- TEMPORARY PAVEMENT 0102 2300 1 $17.21 $3,925,000.00 228,102.000 CY N, PAVEMENT MARKER, TYPE D 12/22/2025 Page: 1 Florida Department of Transportation Item Average Unit, 1103 1 $253.81 $7,360.49 29.000 SY Y COARSE AGGREGATE BASE SPECIAL DESIGN, 12" 0327 70 1 1 $30.46 $3,746.58 123.000 SY N MILLING EXISTING ASPHALT PAVEMENT, 1" AVG DEPTH 0327 70 2 2 $4.59 $580,695.70 126,390.000 SY N MILLING EXISTING ASPHALT PAVEMENT, 3 1/2" AVG DEPTH 0327 70 3 1 $3.98 $227,285.86
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/fpo/fpc/reports/historicalitemaveragecost/moving/market-area/pdf/historical-item-averages-market-area-05.pdf?sfvrsn=71dccc23_5D4 Public Hearing Report 2026 - Districtwide
- CONTINUING SERVICES LANDSCAPE ARCHITECTURE DESIGN/PRODUCTION Type of Work: PRELIMINARY ENGINEERING, DISTRICTWIDE Maintenance 413082-8 - PALM BEACH COUNTY PAVEMENT MARKERS PRIMARY Type of Work, $200,000 $200,000 424133-9 - TREASURE COAST STRIPING & PAVEMENT MARKERS Type of Work: ROUTINE, Maintenance D $150,000 Total for Project 453410-3 $150,000 453580-1 - TREASURE COAST REFLECTIVE PAVEMENT, REFLECTIVE PAVEMENT MARKERS Type of Work: ROUTINE MAINTENANCE Phase Fund Code 2026 2027 2028 2029 2030
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/d4_documents/d4-public-hearing-report-2026---districtwide.pdf?sfvrsn=4cd5fcd2_35300200-722origind
Index Traffic Engineering Manual FDOT Design Manual Construction Project Administration Manual Basis of Estimate/Pay Items Structures Design Guidelines Approved Product List Materials Manual Will this revision necessitate any of the following: Design Bulletin Construction Bulletin Estimates, 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/2022/july-2022/review/internal/5300200-722origind.pdf?sfvrsn=793d8c28_29900301.origind
No Office Staff Contacted Standard Plans Index Traffic Engineering Manual FDOT Design Manual Construction Project Administration Manual Basis of Estimate/Pay Items Structures Design Guidelines Approved Product List Materials Manual Will this revision necessitate any of the following: Design, of their installation for “pedestal” type application or b. Seventeen to 19 feet above pavement grade
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2019/january-2019/review/internal/9900301.origind.pdf?sfvrsn=2573b123_05300201FHWA
with this Section and in conformance with the lines, grades, design, and dimensions shown, calculations of the block and cable sizing design for approval. Comply with the National Concrete Masonry Association’s Design Manual for Articulating Concrete Block Revetment Systems, Second Edition, existing pavement that is to be removed and which meets the above requirements for commercial bedding
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2026-27/review/fhwa/5300201fhwa.pdf?sfvrsn=9613af68_19970000-724FHWA
Pressure sensing piezoelectric Pavement Operating Temperature Range Technical Data Sheet Minimum 0°F, , or direction. Electrical Components Electrical components are designed to be solid-state so, components are designed to be solid-state so that they will not be damaged by jolts and vibrations, of counts, classification, or direction. Electrical Components Electrical components are designed, of at least 15dB. Minimum of four ports designed for use with two pair of fibers, two strands transmit
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2024-25/review/fhwa/9970000-724fhwa.pdf?sfvrsn=29987614_16950000-724origind
FDOT Design Manual ConstructionProject Administration Manual Basis of Estimate/Pay Items Structures Design Guidelines Approved Product List Materials Manual Synopsis: Summarize the changes, .) Maintenance Specs Will this revision necessitate any of the following: Design Bulletin Construction (DCE, , classification, speed, or direction. Provide electrical components of solid-state design, constructed, of the sensor on the pavement and routes for lead-in cables. Do not allow the saw cut in the pavement
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2024-25/review/internal/6950000-724origind.pdf?sfvrsn=3e61addf_1Collier County Draft Tentative WP FY27-31
: INTERCHANGE IMPROVEMENT Phase Funding Source 2027 2028 2029 2030 2031 Design Build State $2,572,500, 41) FROM GOLDEN GATE PARKWAY TO SOUTH OF 3RD AVE Type of Work: FLEXIBLE PAVEMENT RECONSTRUCT, #030307 TO S OF BRIDGE #030299 Type of Work: PAVEMENT ONLY RESURFACE (FLEX) Phase Funding Source 2027, - SR 29 FROM S OF I-75 TO N OF BRIDGE NO 030298 Type of Work: PAVEMENT ONLY RESURFACE (FLEX) Phase, : PAVEMENT ONLY RESURFACE (FLEX) Phase Funding Source 2027 2028 2029 2030 2031 Construction State
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/district-1-dtwp-fy-27-31/collier-county-draft-tentative-wp-fy27-31.pdf?sfvrsn=2125da39_144728715201-PLANS-02-SPM
AND PAVEMENT MARKING ROADWAY LOCATION OF PROJECT STATE OF � � � No 44016 E S N E C I L E, CONTRACT NO. CONSTRUCTION NO. SHEET YEAR FISCAL 25 CITY LAKE SIGNING AND PAVEMENT MARKING PLANS, OF FLORIDA DEPARTMENT OF TRANSPORTATION RIGID PAVEMENT RECONSTRUCTION FROM INDUSTRIAL CANAL TO SAGAMORE, /design/standardplans Standard Plans for Road Construction and associated IRs are available, , FY2024-25 Standard Plans for Road and SHEET DESCRIPTION SHEET NO. PAVEMENT MARKING PLANS INDEX
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/procuement_marketingd1/documents/fy-25-26/ad--26111/44728715201-plans-02-spm.pdf?sfvrsn=9ce18c25_1District 1 Draft Tentative WP FY27-31
of Work: PAVEMENT ONLY RESURFACE (FLEX) Phase Funding Source 2027 2028 2029 2030 2031 Construction, COUNTY LINE Type of Work: PAVEMENT ONLY RESURFACE (FLEX) Phase Funding Source 2027 2028 2029 2030 2031, 2028 2029 2030 2031 Design Build State $2,313,059 Preliminary Engineering State $340,090 $100,000, 2030 2031 Design Build State $2,572,500 Total for Project 425843-2 $2,572,500 Draft Tentative Five, of Work: FLEXIBLE PAVEMENT RECONSTRUCT. Phase Funding Source 2027 2028 2029 2030 2031 Environmental
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/district-1-dtwp-fy-27-31/district-1-draft-tentative-wp-fy27-31.pdf?sfvrsn=ac026c41_16600201-3.FHWA
asphalt and concrete pavement. Ensure sealant is furnished in a one part or pre-measured two part, when applied and is designed to be installed flush with the roadway surface. Ensure that loop sealant, in both asphalt and concrete pavement. Ensure sealant is furnished in a one part or pre-measured two, when applied and is designed to be installed flush with the roadway surface. Ensure that loop
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2018/january-2018/review/fhwa/6600201-3.fhwa.pdf?sfvrsn=cb07e5e2_0Workbook-114FINAL
PAVEMENT. (REV 8-31-99) (FA 2-14-00) (1-14) Insert Information Required. Changes to: 327-1, 327-6, to be retained. Use all, tons, square yards MILLING OF EXISTING ASPHALT PAVEMENT. (REV 12-1-93, with Traffic Monitoring Sites January 2014 Workbook…..15 2/12/2014 10:41 AM FOR DESIGN BUILD PROJECTS ONLY, products on asphalt paving machines in order to prevent spills from affecting pavement integrity, ) Changes to 347. SS3470000 All Jobs Rolled into the 1-14 eBook. 350 CEMENT CONCRETE PAVEMENT
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2014/january-2014/workbook/workbook-114final.pdf?sfvrsn=c03ec928_0Workbook-114REDLINE
2/12/2014 10:40 AM MILLING OF EXISTING ASPHALT PAVEMENT. (REV 8-31-99) (FA 2-14-00) (1-131-14) Insert, MILLING OF EXISTING ASPHALT PAVEMENT. (REV 12-1-93) (1-131-14) Changes to: 327-2. SP3270200 Use when, :40 AM FOR DESIGN BUILD PROJECTS ONLY DB SPECIAL PROVISIONS SP0000000DB USAGE NOTE REMARKS, affecting pavement integrity and to avoid environmental hazards. 334 SUPERPAVE ASPHALT CONCRETE, PAVEMENT. (REV 11-15-12) (FA 1-28-13) (7-13) Changes to 350-2. SS3500200 All Jobs Rolled
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2014/january-2014/workbook/workbook-114redline.pdf?sfvrsn=36d4202_09970000-724IMPL
Pavement Operating Temperature Range Minimum 0°F to +150°F Output Signal Minimum +200mV or produce, , or direction. Electrical Components Electrical components are designed to be solid-state so, , classification, speed, or direction. Electrical Components Electrical components are designed to be solid, , or direction. Electrical Components Electrical components are designed to be solid-state so, ports designed for use with two pair of fibers, two strands transmit, the other two strands receive
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2024-25/review/implemented/9970000-724impl.pdf?sfvrsn=fff0cf45_10040301Admin.impl
discretion any Proposal submitted that proposes a change in the design of the pavement system, , life, reliability, economy of operation, ease of maintenance, aesthetics and necessary standard design, . 3.anitemization of the changes, deletions or additions to plan details, plan sheets, design standards, analyses be performed by a prequalified consultant in the applicable class of work. Support all design, Approved Product List (APL) or Design Standard Indexes, or are otherwise generally known
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2016/january-2016/review/implemented/0040301admin.impl.pdf?sfvrsn=266ea61a_0PublicHearing_CITRUS_COUNTY_Summary
: RESURFACING Phase Funding Source 2027 2028 2029 2030 2031 Design Build State $1,506,000 Total for Project, TO NORTH OF SR44 Type of Work: RIGID PAVEMENT RECONSTRUCTION Phase Funding Source 2027 2028 2029 2030, RIVER AIRPORT - TAXIWAY A REHAB DESIGN Type of Work: AVIATION PRESERVATION PROJECT Phase Funding, for Project 452374-1 $120,000 456121-1 - DESIGN AND CONSTRUCT T-HANGARS - INVERNESS AIRPORT Type of Work, State $1,500,000 Total for Project 456121-1 $3,000,000 456120-1 - DESIGN AND CONSTRUCTION
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/d7wpph/publichearing_citrus_county_summary.pdf?sfvrsn=b5511aee_15-21-24 OOD24-01 Mandatory Revision No. 1 (On-The-Job Training)
, FL 32399-0450 JARED W. PERDUE, P.E. SECRETARY www.fdot.gov OFFICE OF DESIGN BULLETIN 24-01, , District Directors of Transportation Development, District Design Engineers, District Construction Engineers, District Maintenance Engineers, District Pavement Engineers, District Consultant Project Management Engineers, District Structures Design Engineers, District Roadway Design Engineers, District, : Michael Shepard, P.E., Director, Office of Design COPIES: Will Watts, Dan Hurtado, Tim Lattner, Rudy
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/resources/bulletins/2024/5-21-24-ood24-01-mandatory-revision-no-1-(on-the-job-training).pdf?sfvrsn=b48cdd28_1