7444 search results for Pavement
2025FDM140LumpSum
underground utilities, earthwork variations, underground drainage pipes, bricks under pavement, ) Rehabilitation of movable bridges (3) Projects with subsoil earthwork (4) Concrete pavement rehabilitation, details to show any cross slope corrections, including existing pavement cross slope information
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/fdm/2025/2025fdm140lumpsum.pdf?sfvrsn=feef0194_1PublicHearing_FLAGLER COUNTY_Summary_2025-2029
-FLAGLER CO PAVEMENT EXTENSION Type of Work: AVIATION PRESERVATION PROJECT Phase Funding Source, PAVING - PHASE 1 (VARIOUS LOCATIONS) Type of Work: FLEXIBLE PAVEMENT RECONSTRUCT. Phase Funding, 446939-1 - FOREST PARK STREET/CR-35 FROM CR-302 TO SR-100 Type of Work: FLEXIBLE PAVEMENT
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/fdot-d5-work-program-reports/fdot-work-program-public-hearing-reports-past-years/publichearing_flagler-county_summary_2025-2029.pdf?sfvrsn=7e56a282_12024 WP Project Summary_D7 FINAL 12-04-24
, and signing and pavement marking improvements. Phase Fiscal Year 5 Year Total 2026 2027 2028 2029 2030, includes milling and resurfacing, guardrail installation, and signing and pavement marking, paintings/rehabilitations, intelligent transportation systems (ITS) upgrades, signing/pavement markings
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/turnpike-work-program-summaries/2024-wp-project-summary_d7-final-12-04-24.pdf?sfvrsn=9ceadf57_1D5-01-07-25BSN
, VOLUSIA Road Name: Pavement Markings Limits: Midpoint Project(s): 44410017216(*) Federal Aid, . Intent: The work under this Contract consists of the replacement of pavement markings and RPMs, : E59C0-R0 ALT Item Description Unit Quantity Section 0001 PAVEMENT STRIPING (LARGE MACHINE) (LM, SURFACES, YELLOW, SKIP, 6" GM 4.000 0711- 17- 1 THERMOPLASTIC, REMOVE EXISTING THERMOPLASTIC PAVEMENT, , YELLOW, SKIP,6" GM 0.250 E706- 1- 42 REFLECTIVE PAVEMENT MARKER(REMOVE AND REPLACE)(CLASS B) EA
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/d5/lettings/2025/jan07/d5-01-07-25bsn.pdf?sfvrsn=178a31f3_1DESOTO COUNTY DTWP FY 26-30
& SR 70 FROM CR 661 TO PEACE RIVER BRIDGE Type of Work: FLEXIBLE PAVEMENT RECONSTRUCT. Phase Fund, DR TO SR 70 Type of Work: PAVEMENT ONLY RESURFACE (FLEX) Phase Fund Code 2026 2027 2028 2029 2030, FROM W OF SW RODGERS AVE TO E OF CR 661 Type of Work: PAVEMENT ONLY RESURFACE (FLEX) Phase Fund
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/dtwp-district-1-26-30/desoto-county-dtwp-fy-26-30.pdf?sfvrsn=ca2a4e62_1OKEECHOBEE COUNTY DTWP FY 26-30
70/700 (US 98) FROM W OF US 98 TO E OF NW 5TH AVE Type of Work: PAVEMENT ONLY RESURFACE (FLEX, . OF INTERCEPTOR CREEK BRIDGE #910065 Type of Work: PAVEMENT ONLY RESURFACE (FLEX) Phase Fund Code, MARTIN HIGHWAY Type of Work: PAVEMENT ONLY RESURFACE (FLEX) Phase Fund Code 2026 2027 2028 2029 2030
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/dtwp-district-1-26-30/okeechobee-county-dtwp-fy-26-30.pdf?sfvrsn=f20dada8_16950000-122origind
in. in diameter (varies by manufacturer) Sensor Element Material Pressure sensing piezoelectric Pavement, method to outline the perimeter of the sensor on the pavement and routes for lead-in cables. Do not allow the saw cut in the pavement to deviate more than 1.0 inch from the chalk line. Ensure that all, . Install a temperature sensor in the roadway or paved shoulder to monitor pavement temperature, or paved shoulder to monitor pavement temperature to compensate for temperature variation. Install
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2022/january-2022/review/internal/6950000-122origind.pdf?sfvrsn=42fa5118_26300301.origind
. 6300301 All Jobs When backfilling trenches in existing pavement, use a flowable fill meeting, will be made as open trench. Payment for conduit placed under existing pavement (roadway, driveways, and existing pavement between two pull boxes, payment for the total pull box-to-pull box length
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2018/july-2018/review/internal/6300301.origind.pdf?sfvrsn=4a24b1cd_0D2880000.DO
. Connecttheopenendoftheoutletpipeintoeitheranexistingdrainagestructure,existingditch pavement or terminate with a concrete apron, of existing shoulder pavement, trench excavation, pipe and fittings, standard aprons, galvanized hardware, structures or paved ditches; restoration of ditch pavement and other areas disturbed
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2003/january-2003/workbook/d2880000.do.pdf?sfvrsn=3bc427d8_0D2880000.do
. Connecttheopenendoftheoutletpipeintoeitheranexistingdrainagestructure,existingditch pavement or terminate with a concrete apron, pavement, trench excavation, pipe and fittings, standard aprons, galvanized hardware cloth (rodent, or paved ditches; restoration of ditch pavement and other areas disturbed by the Contractor, backfill
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2004/january-2004/workbook/d2880000.do.pdf?sfvrsn=97ead329_0D2880000.DO
. Connecttheopenendoftheoutletpipeintoeitheranexistingdrainagestructure,existingditch pavement or terminate with a concrete apron, pavement, trench excavation, pipe and fittings, standard aprons, galvanized hardware cloth (rodent, or paved ditches; restoration of ditch pavement and other areas disturbed by the Contractor, backfill
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2004/january-2004/workbook/d2880000.doae09885933f74eaa9dd5149162cb3f05.pdf?sfvrsn=6f5ed2ee_03000000.impl
300 PRIMEANDTACKCOATS. (REV8-11-15)(FA8-19-15)(1-16) SECTION300isdeletedandthefollowingsubstituted: SECTION300 PRIMEANDTACKCOATS 300-1Description. Applybituminous prime coats on previously prepared bases, and apply bituminous tack coats on previously prepared bases and on existing pavement surfaces. 300-2 Materials. 300-2.1 Prime Coat: For prime coat, use a product listed, or Oxidized and Cracked Pavement 0.07 Concrete Pavement 0.09 OpenGradedFrictionCourse
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2016/january-2016/review/implemented/3000000.impl.pdf?sfvrsn=390aa1b7_0chgtab
for asphalt pavement. Usage note: All Jobs 7-19-07 7-31-07 1-08 SS3390300 New SS. To delete reference, so that it is understood that all painted pavement markings initial value is 300 or 250 and remove the designation to work zone pavement markings and want the 14 day requirement for second
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2008/january-2008/workbook/chgtab.pdf?sfvrsn=c0a21aa0_0TP-06-10-25BSN-30Day
asphalt pavement, including replacing existing asphalt pavement, providing thermoplastic pavement markings, and raised pavement markers, at various locations on the Homestead Extension of Florida's, SYSTEM EA 5.000 0327- 70- 1 MILLING EXISTING ASPHALT PAVEMENT, 1" AVG DEPTH SY 18,000.000 0337- 7, PAVEMENT MARKER, TYPE B EA 800.000 0711- 11-123 THERMOPLASTIC, STANDARD, WHITE, SOLID, 12, necessary to perform routine and priority repairs on shoulders, embankment, slopes and slope pavement
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/tp/lettings/2025/jun10/tp-06-10-25bsn-30day.pdf?sfvrsn=bc20275e_12026FDM140LumpSum
under pavement in urban areas) (3) Projects with a low possibility for change during all phases, (2) Rehabilitation of movable bridges (3) Projects with subsoil earthwork (4) Concrete pavement, and overbuild details to show any cross slope corrections, including existing pavement cross slope
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/fdm/2026/review/2026fdm140lumpsum.pdf?sfvrsn=c2b6d586_2DEV705-993LBD (10-22-20)
for on the Plans. Use the same color as the edge line pavement marking being emphasized. 705-2, inches above the pavement surface. 993-2.2.2 Color: The post shall be opaque white, Traffic Control Devices: Flexible Delineators, for the following categories: 993-2.2.4.1 Pavement
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/special-case/developmental/dev705-993lbd-(10-22-20).pdf?sfvrsn=4d37556a_1521-511
9 / 2 6 / 2 0 2 5 1 : 3 9 : 5 9 P M R E V I S I O N DESCRIPTION: REVISION LAST of STANDARD PLANS FY 2026-27 SHEET INDEX 3 1 521-511 CONCRETE BARRIER/NOISE WALL (14'-0") 11/01/23 Roadway Pavement Shoulder or for Mortar Plug See Detail "A" Roadway Pavement Shoulder or Spread Footing T-Shaped Spread Footing T-Shaped Spread Footing and Trench Footing, 2026-27 SHEET INDEX 3 2 521-511 CONCRETE BARRIER/NOISE WALL (14'-0") 11/01/18 Roadway Pavement
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2027/idx/521-511.pdf?sfvrsn=d247d118_12026FDM140LumpSum
under pavement in urban areas) (3) Projects with a low possibility for change during all phases, (2) Rehabilitation of movable bridges (3) Projects with subsoil earthwork (4) Concrete pavement, and overbuild details to show any cross slope corrections, including existing pavement cross slope
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/fdm/2026/2026fdm140lumpsum.pdf?sfvrsn=3e9d226b_1PublicHearing_SUMTER COUNTY_Summary_2027_2031
WITHLACOOCHEE TO SR 50 Type of Work: PAVEMENT ONLY RESURFACE (FLEX) Phase Funding Source 2027 2028, FROM S OF SR 44 TO MARION COUNTY LINE Type of Work: PAVEMENT ONLY RESURFACE (FLEX) Phase Funding, OF SR 35/US 301 Type of Work: PAVEMENT ONLY RESURFACE (FLEX) Phase Funding Source 2027 2028 2029
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/fdot-d5-work-program-reports/fdot-work-program-public-hearing-reports-past-years/publichearing_sumter-county_summary_2027_2031.pdf?sfvrsn=fbd86f9b_1Errata 2026FDM220RR
" and replace with "grade crossing pavement marking and the track(s)". Topic #625-000-002 FDOT, Crossing Pavement Marking Symbol of each approach and extend up to...". Add new sentence "Continue solid, the grade crossing pavement marking is beyond a right-turn lane taper." [See FDM Exhibits 220-2 through
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/fdm/2026/errata/errata-2026fdm220rr.pdf?sfvrsn=f0902d6c_1