7243 search results for Pavement
Fast Facts 2023
SERIOUS INJURIES [5%] SHS PAVEMENT 95% IN GOOD CONDITION STATE MAINTA INED BRIDGES 97
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/planning/fto/pdis-documents/fast-facts-2023.pdf?sfvrsn=5cc094fe_1102-120
or Rigid Pavement for Roadside Safety Low Profile Barrier Portable Temporary 6 ' - 0 " O f f s, with the exception that miscellaneous asphalt pavement in accordance present, construct 2" Asphalt Pad using 2. ASPHALT PAD: Where existing pavement is not can only be used on flexible or rigid pavement. 1
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2025/idx/102-120.pdf?sfvrsn=616fd3ad_1PublicHearing_FLAGLER COUNTY_Summary_2024-2028
- FLAGLER-FLAGLER CO PAVEMENT EXTENSION Type of Work: AVIATION PRESERVATION PROJECT Phase Funding, PARK STREET Type of Work: FLEXIBLE PAVEMENT RECONSTRUCT. Phase Funding Source 2024 2025 2026 2027, (VARIOUS LOCATIONS) Type of Work: FLEXIBLE PAVEMENT RECONSTRUCT. Phase Funding Source 2024 2025 2026, PARK STREET/CR-35 FROM CR-302 TO SR-100 Type of Work: FLEXIBLE PAVEMENT RECONSTRUCT. Phase Funding
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_summary4f0453b2f0404315ad9f23c0e730fae8.pdf?sfvrsn=9c44104f_4E57C9-R0
REWORKING UTILITY STRIPS SY 2,000.000 E577- 71- BLADING PAVED SHOULDER, UP TO 24" BEYOND PAVEMENT LF
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/d5/lettings/2023/nov07/e57c9-r0.pdf?sfvrsn=fa58a6a5_1SPI-700-120
Assembly FY 2024-25 2 Plan Content Requirements Identify and tabulate in the Signing and Pavement
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2025/spi/spi-700-120.pdf?sfvrsn=2d9d79a1_12024FDM276OutdoorAdSigns
on the edge of pavement perpendicular to the nearest edge of the sign facing and continues
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/fdm/2024/2024fdm276outdooradsigns.pdf?sfvrsn=90934591_1TP-02-13-24BSN
and an expanded passenger car parking at the West Palm Beach Service Plaza (MP94) in Palm Beach County. Pavement, services, roadway and parking lot lighting, signing and pavement markings, drainage and stormwater, SPECIAL DETOUR- TEMPORARY PAVEMENT (44262515201) LS 1.000 0102- 2-300 SPECIAL DETOUR- TEMPORARY, 21,641.000 0327- 70- 6 MILLING EXISTING ASPHALT PAVEMENT, 1 1/2" AVG DEPTH SY 3,024.000 0327- 70- 11 MILLING EXISTING ASPHALT PAVEMENT, 2 1/4" AVG DEPTH SY 1,252.000 0327- 70- 20 MILLING EXISTING ASPHALT
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/tp/lettings/2024/feb13/tp-02-13-24bsn.pdf?sfvrsn=1dde5fba_1FLEAT SP (27) - NCHRP350 TL3 - Drawings
asphalt pavement and pay limits see Index 400. 8. If the plans call for the 'FLEAT-SP' at a specific
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/maintenance/rdw/ispe/end-treatment/fleat-sp-(27)---nchrp350-tl3---drawings.pdf?sfvrsn=8e9f87ba_1E59B2
PAVEMENT, 1" AVG DEPTHSY1,701.000 0334- 1- 12SUPERPAVE ASPHALTIC CONC, TRAFFIC BTN403.100 0334- 1
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/d5/lettings/2024/feb06/e59b2.pdf?sfvrsn=1c624dfd_1E21L6-R0
ditches, retention areas, ditch pavement joints, pipe end treatments, miscellaneous drainage structures
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/d2/lettings/2024/feb15/e21l6-r0.pdf?sfvrsn=b9d0683_1E8V02BidTabs
as Lump Sum 0001 (CONCRETE REPAIR (CY SECTION: 0075 E524 1 1 CONCRETE DITCH PAVEMENT REPAIR 10.000 CY 600.01210 6,000.12 900.00000 9,000.00 500.00000 5,000.00 0080 E524 2 1 CONCRETE SLOPE PAVEMENT, CONCRETE DITCH PAVEMENT REPAIR 10.000 CY 4,000.00000 40,000.00 0080 E524 2 1 CONCRETE SLOPE PAVEMENT REPAIR 5.000 CY 4,000.00000 20,000.00 0085 E700 96 1 SIGN SUPPORT REPAIRS (ALUMINUM
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/tp/bid-tabs/2024/jan09/e8v02bidtabs.pdf?sfvrsn=70dc4367_1SRT-350 EIGHT POST Inspection Checklist
are installed with the nuts on the pavement side of the tube for ease of future removal. 14. Posts 1
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/maintenance/rdw/ispe/end-treatment/srt-350-eight-post-inspection-checklist.pdf?sfvrsn=71561584_1SMO-25-08
) Florida, alternative aggregate, concrete pavement Related Contracts (Give contract numbers) N
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/research/program_information/contract.development/ballot/smo-25-08.pdf?sfvrsn=91388aa7_1E21F9
and dispose of concrete ditch pavement, concrete sidewalk, cur cut ramps, cur and gutter, driveways
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/d2/lettings/2024/mar13/e21f9.pdf?sfvrsn=4a329480_1E21H8BidTabs
the roadway, replacement of all thermoplastic striping, reflective pavement markers (RPM's
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/d2/bid-tabs/2024/feb14/e21h8bidtabs.pdf?sfvrsn=aa49f2d0_1E53C7
of pavement and the right of way line, including shoulders, front slopes, back slopes and ditches
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/d5/lettings/2024/apr02/e53c7.pdf?sfvrsn=e9bef725_1DCE Memo 24-02 Retroactive implementation of FY 2024-25 Standard Specification_Approved
.............................. or ASTM C618 and ASTM C989 * Recycled Asphalt Pavement (RAP) may replace up to 20
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/construction/memos/2024/dce-memo-24-02-retroactive-implementation-of-fy-2024-25-standard-specification_approved.pdf?sfvrsn=2aca139c_1D4-05-03-24FuelAllocationReport
0.2422 10.000 0.000 2.422 0339- 1- TN MISCELLANEOUS ASPHALT PAVEMENT 0.0000 2.4685 5.000 0.000 12.343
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/d4/lettings/2024/may03/d4-05-03-24fuelallocationreport.pdf?sfvrsn=85110dfe_1SR 29 FROM SR 78 TO CR 74 Fact Sheet 2023-7-11
by raising the profile and constructing new pavement. Two existing bridges will be replaced
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/procuement_marketingd1/documents/fy24-25/ad--25114/sr-29-from-sr-78-to-cr-74-fact-sheet-2023-7-11.pdf?sfvrsn=b45320a_1448930-1_ERC_PH2_CommentsandResponses
in this Phase II submittal: **Roadway Plans **Signing and Pavement Marking Plans. The following, Chapter 8, Section 8.1, of the Flexible Pavement Design Manual, when paved shoulders are 5' wide, widths that vary from 5' to 6'. The pavement designs for the travel lanes & shoulders will not permit, with the Department on the preferred approach between using dense and open graded pavement. Chris, Smidebush 1/15/2024 1 As this project has been revised to a Pavement Only Project, we were trying
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/procuement_marketingd1/documents/fy24-25/ad--25115/448930-1_erc_ph2_commentsandresponses.pdf?sfvrsn=5b0c8de4_1