7243 search results for Pavement
District 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
https://www.fdot.gov/contracts/district-offices/d2/lettings/dist-letting-project-info.shtmHistorical Item Averages Market Area 14
$420,345.00 84,069.000 SY N MILLING EXISTING ASPHALT PAVEMENT, 2" AVG DEPTH 0327 70 6 1 $6.84 $24,316.20 3,555.000 SY N MILLING EXISTING ASPHALT PAVEMENT, 1 1/2" AVG DEPTH 0334 1 13 1 $1,666.73 $10,000.38, 8.100 TN N MISCELLANEOUS ASPHALT PAVEMENT 0400 4 5 1 $5,500.00 $5,153,500.00 937.000 CY N CONCRETE, AND DRIVEWAYS, 6" THICK 0523 3 1 $547.00 $13,675.00 25.000 SY N PATTERNED PAVEMENT 0527 2 2 $54.69 $24,611.88
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/fpo/fpc/reports/historicalitemaveragecost/moving/market-area/pdf/historical-item-averages-market-area-14.pdf?sfvrsn=798f3e42_5D5-02-03-26WorkClassBreakouts_2
Required / Concrete Pavement Repair 6 E55D7 427957-1-72-72 $600,000 Experience / Prequalification
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/d5/lettings/2026/feb03/d5-02-03-26workclassbreakouts_2.pdf?sfvrsn=dbb7ca71_126113-TRC Slides
- Signing, Pavement Marking and Channelization 7.2 – Lighting 7.3 - Signalization 4.2.1
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/procuement_marketingd1/documents/fy-25-26/ad--26113/26113-trc-slides.pdf?sfvrsn=3dae023c_1PublicHearing_ORANGE COUNTY_Summary
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, WEST OF EASTROOK BLVD TO UNNAMED CANAL NEAR FORSYTH RD Type of Work: PAVEMENT ONLY RESURFACE (FLEX, STREET TO CLAY AVENUE Type of Work: PAVEMENT ONLY RESURFACE (FLEX) Phase Funding Source 2026 2027
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_2PublicHearing_ORANGE COUNTY_Summary_2027_2031
TO CLAY AVENUE Type of Work: PAVEMENT ONLY RESURFACE (FLEX) Phase Funding Source 2027 2028 2029, CRYSTAL LAKE DR TO MILLS AVE Type of Work: PAVEMENT ONLY RESURFACE (FLEX) Phase Funding Source 2027, 452695-1 - SR 426 FROM W OF HARPER ST TO SR 527 Type of Work: PAVEMENT ONLY RESURFACE (FLEX) Phase, YOUNG PARKWAY TO EDGEWATER DR Type of Work: PAVEMENT ONLY RESURFACE (FLEX) Phase Funding Source, Type of Work: PAVEMENT ONLY RESURFACE (FLEX) Phase Funding Source 2027 2028 2029 2030 2031
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_summary_2027_2031.pdf?sfvrsn=2874c3ea_144728715201-ESTIMATES-QUANTITIES
Painted Pavement Markings, Standard, White, Solid, 6 GM 3.5030 3.503 PHASE I 0710 11102 Painted Pavement Markings, Standard, White, Solid For Interchange And Urban Island, 8 GM 0.3840 0.384 PHASE II 0710 11123 Painted Pavement Markings, Standard, White, Solid For Crosswalk And Roundabout, 12 LF 1320.0 1320 PHASE I 0710 11124 Painted Pavement Markings, Standard, White, Solid For Diagonal Or Chevron, 18 LF 170.0 170 PHASE I 0710 11125 Painted Pavement Markings, Standard, White
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/procuement_marketingd1/documents/fy-25-26/ad--26111/44728715201-estimates-quantities950b9a7b-bd7f-4a6a-bd61-f23a61af0b0d.pdf?sfvrsn=130c138a_1Traffic Engineering Manual-Dec 2023
…………………………………………...….…..……...……..4-1-1 4.1.3 Signing…………………………………………..…….…..……...……..4-1-1 4.2 Pavement Word, Lane Use Arrow and “Only” Pavement Markings on Intersection Approaches……………………..…………………….…..……...……..4-2-3 4.2.3 Route Shield Pavement Markings………………….…..……...……..4-2-3 4.2.4 Route Shields for Interchange Access……...…….…..……...……..4-2-5 4.3 Use of Blue Raised Pavement Markers to Identify Fire, ……………………………..…………..….…..……...……..4-5-1 4.5.3 ‘Express’ and ‘Only’ Word Pavement Markings in Express
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/traffic/trafficservices/studies/tem/tem-2024/traffic-engineering-manual-dec-2023.pdf?sfvrsn=a33268c8_42018FDM123EngDsnEstProc
, pay items for base and pavement work may be identified as the pavement design is completed; signal
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/fdm/2018/2018fdm123engdsnestproc.pdf?sfvrsn=3a03a4be_42018FDM130SandS
Plans (2) Signing and Pavement Marking Plans (3) Signalization Plans (4) Intelligent, in the district’s Project File(s): (1) Specifications Package (2) Pavement Design Package (3) Typical
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/fdm/2018/2018fdm130s-s.pdf?sfvrsn=476fc29_6521-511IndReviewPkg2
(14'-0") 11/01/18 Roadway Pavement Shoulder or for Mortar Plug See Detail "A" Roadway Pavement, 2023-24 SHEET INDEX 3 2 521-511 CONCRETE BARRIER/NOISE WALL (14'-0") 11/01/18 Roadway Pavement, ") 11/01/23 Roadway Pavement Shoulder or for Mortar Plug See Detail "A" Roadway Pavement Shoulder, Roadway Pavement Shoulder or Required) (Const. Joint Top of Footing (See Note 3) Bars 5S2, " Shoulder or Roadway Pavement Footing Requirements See Index 521-513 for Architectural Bump Out
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/irr/2025/521-511indreviewpkg2.pdf?sfvrsn=d3c971c_1RDM23-01
Pavement Design Engineers, District Consultant Project Management Engineers, District Structures Design, Assurance Administrator, State Pavement Design Engineer Phone (850) 414-4783
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/bulletins/rdm23-01.pdf?sfvrsn=1d3c9afa_12024FDM900NexGenPlans
surfaces for automated machine guidance (AMG) milling and pavement operations are anticipated, Slopes (e.g., pavement, shoulder surfaces, sidewalks, bridge decks) - as a decimal part of a foot
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/fdm/review/2024fdm900nexgenplans.pdf?sfvrsn=9f7f15c5_1521-511FHWAReviewPkg2
(14'-0") 11/01/18 Roadway Pavement Shoulder or for Mortar Plug See Detail "A" Roadway Pavement, 2023-24 SHEET INDEX 3 2 521-511 CONCRETE BARRIER/NOISE WALL (14'-0") 11/01/18 Roadway Pavement, Roadway Pavement Shoulder or for Mortar Plug See Detail "A" Roadway Pavement Shoulder or Spread, Pavement Shoulder or Required) (Const. Joint Top of Footing (See Note 3) Bars 5S2 (See Note, or Roadway Pavement Footing Requirements See Index 521-513 for Architectural Bump Out Grout Tube
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/irr/2025/521-511fhwareviewpkg2.pdf?sfvrsn=4f101c5f_1508-T001
at job site. pavement. Horizontal distance between edge of the pavement Measured from the bottom
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2025/idx/508-t001.pdf?sfvrsn=e48c093e_1521-513
of the Barrier/Noise Wall. See Section B-B 7. FILL REQUIREMENTS: Shoulder or Roadway Pavement, Devices Pavement Shoulder Roadway or (See Note 2) Bars 5B (Typ.) V a r i e s S l o p e
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2025/idx/521-513.pdf?sfvrsn=d2c2676_1550-011
1 0 / 1 6 / 2 0 2 3 7 : 4 7 : 5 9 A M R E V I S I O N DESCRIPTION: REVISION LAST of STANDARD PLANS FY 2024-25 SHEET INDEX BRIDGE FENCING ON PARAPET (CURVED TOP) 11/01/23 1 3 550-011 Shown, Rigid Pavement Approach Slab Similar) Approach Slab (Flexible Pavement Approach Slab or Raised Sidewalk Bridge Deck (shown) Centers (Typ.) Ties @ 1'-0" Centers) (Typ.) @ 1'-3" Maximum Bar ~ Space Equally required per Tension Tension Bands (5 or Loop Cap (Typ
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2025/idx/550-011.pdf?sfvrsn=2c26ca76_12024FDM900NexGenPlans
surfaces for automated machine guidance (AMG) milling and pavement operations are anticipated. • When, number. • Cross Slopes (e.g., pavement, shoulder surfaces, sidewalks, bridge decks) - as a decimal
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/fdm/2024/2024fdm900nexgenplans.pdf?sfvrsn=fd9761a4_12024FDM910KeySignature
and Sealed components of the Contract Plans set; e.g., Roadway Plans, Signing and Pavement Marking, corner of the Key Sheet in the following order: (1) Roadway (2) Signing and Pavement Marking (3, SYSTEMS SIGNALIZATION SIGNING AND PAVEMENT MARKING ROADWAY (850) 671-1313 REPORT OF CORE BORINGS, SIGNALIZATION SIGNING AND PAVEMENT MARKING ROADWAY 123 MAIN STREET TALLAHASSEE, FL 32301 CONTRACT, Component Key Sheet Date: 1/1/2024 CONTRACT PLANS COMPONENTS PAVEMENT MARKING PLANS INDEX OF SIGNING
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/fdm/2024/2024fdm910keysignature.pdf?sfvrsn=f22d4b07_3National Performance Management Measures_Assessing Performance of the National Highway System_Greenhouse Gas Emissions Measure_Docket No. FHWA-2021-0004
), Congress used clear language to direct USDOT to establish performance measures to assess pavement, alignment with the schedule that already exists for pavement and bridge conditions and mobility
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/communications/national-performance-management-measures_assessing-performance-of-the-national-highway-system_greenhouse-gas-emissions-measure_docket-no-fhwa-2021-0004.pdf?sfvrsn=772157d2_1