7247 search results for Pavement
2022-2023 1st Quarter SRES Report
UPPLY CHAIN VARIABLES ASPHALT PAVEMENT MATERIALS, ASPHALT PAVEMENT MATERIALS Table 1 provides the current status of selected variables of interest, materials. Overall, pavement markings and other plastics-based/petroleum-based ancillary products remain vulnerable to current supply chain issues, production adjustments and crude oil markets. Pavement
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/fpo/fpc/reports/sres/quarterly/2022-2023-1st-quarter-sres-report.pdf?sfvrsn=6b6af027_1ood24-02
Florida Department of Transportation RON DESANTIS GOVERNOR 605 Suwannee Street Tallahassee, FL 32399-0450 JARED W. PERDUE, P.E. SECRETARY www.fdot.gov OFFICE OF DESIGN BULLETIN 24-02 (FHWA Approved: 5/20/24) DATE: May 21, 2024 TO: District Directors of Transportation Operations, District Directors of Transportation Development, District Design Engineers, District Construction Engineers, District Maintenance Engineers, District Pavement Engineers, District Consultant Project
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/resources/bulletins/2024/ood24-02.pdf?sfvrsn=c08a10c8_1Structures Design Office Archived Bulletins Referenced Document
Reinforced), Index D22900 - Approach Slabs - GFRP Reinforced (Flexible Pavement Approaches), and revisions
https://www.fdot.gov/structures/memos/archivedbulletins.shtmTP-10-21-25BSN2
PAVEMENT, NON REINFORCED, 4" SY 25.000 0530- 1-100 RIPRAP, SAND-CEMENT BAGS CY 10.000 0571- 1- 11
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/tp/lettings/2025/oct21/tp-10-21-25bsn2.pdf?sfvrsn=1882208c_1444634-1_SR72_NSR_20240918
delineate the distance from the improved roadway’s edge-of-pavement to where traffic noise would
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/procuement_marketingd1/documents/fy-25-26/ad--26123/444634-1_sr72_nsr_20240918.pdf?sfvrsn=7562c1b3_1444634-1_SR72-HawkinsRd_ICE-Memo_FINAL
) crashes occurred under dry pavement conditions. • Four (4) of the five (5) crashes were angle, are observations related to maintenance of the intersection: • The signing, pavement and pavement markings, is bent/damaged and the STOP sign is tilted to the west. Worn pavement markings on the northbound
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/procuement_marketingd1/documents/fy-25-26/ad--26123/444634-1_sr72-hawkinsrd_ice-memo_final.pdf?sfvrsn=a03849e2_1Section94V2-723
to rain, sun, and sources of radiated heat, such as concrete or asphalt pavement surfaces. (6
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2023-24/materials-manual/redline/section94v2-723.pdf?sfvrsn=7296d4db_1E6P87RFP
accumulation, poor vegetation maintenance, several consecutive light poles being out, faded pavement striping
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/d6/asset-main/e6p87/e6p87rfp.pdf?sfvrsn=9cf9ae7d_2Escambia County Summary G1 27-31
$1,420,000 453891-2 - US90 PENSACOLA WEIGH STATION PAVEMENT UPGRADES Type of Work: MCCO WEIGH STATION
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/d3_documents/escambia-county-summary-g1-27-31.pdf?sfvrsn=f2c1f2c2_1SPI-536-001
are not violated including section geometry, adjacent pavement, and grading. For guardrail
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2027/spi/spi-536-001.pdf?sfvrsn=586b4e8_1ALACHUA COUNTY_TWP2027-2031 WPPH_BY ITEM_10-13-2025_SUBJECT TO CHANGE
: RIGID PAVEMENT RECONSTRUCTION Phase Funding Source 2027 2028 2029 2030 2031 Construction Federal
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/d2_documents/2025-wp-hearing-docs/projects-by-item/alachua-county_twp2027-2031-wpph_by-item_10-13-2025_subject-to-change.pdf?sfvrsn=4941895e_1ALACHUA COUNTY_TWP2027-2031 WPPH_BY DESCRIPTION_10-13-2025_SUBJECT TO CHANGE
144TH AVE Type of Work: RIGID PAVEMENT RECONSTRUCTION Phase Funding Source 2027 2028 2029 2030
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/d2_documents/2025-wp-hearing-docs/projects-by-description/alachua-county_twp2027-2031-wpph_by-description_10-13-2025_subject-to-change.pdf?sfvrsn=559ff736_1D1-01-15-26BSN
0285-713- OPTIONAL BASE, BASE GROUP 13 SY 19.000 0327- 70- 6 MILLING EXISTING ASPHALT PAVEMENT, 1 1/2
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/d1/lettings/2026/jan15/d1-01-15-26bsn.pdf?sfvrsn=b93e086_1D4-12-05-25BSN
), pavement markings (raised, thermoplastic, detectable), lighting (conductors), electrical (power service
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/d4/lettings/2025/dec05/d4-12-05-25bsn.pdf?sfvrsn=fdb20b9d_1D1-12-04-25BSN
SHOULDER, UP TO 24" BEYOND PAVEMENT LF 58,000.000 Page 7 Bid Solicitation Notice - Proposal Item
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/d1/lettings/2025/dec04/d1-12-04-25bsn.pdf?sfvrsn=76ccfaa7_1CHAPTER 13
. This includes, but is not limited to: pavement, shoulders, slopes and embankments, guardrail, signs
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/lap/manual/chapter_13.pdf?sfvrsn=b3ec0ebe_7E3Z05-R0BidTab
MISCELLANEOUS ASPHALT PAVEMENT 2.000 TN 0.01000 0.02 100.00000 200.00 100.00000 200.00 0010 0705 11 6
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/d3/bidtabs/2025/nov13/e3z05-r0bidtab.pdf?sfvrsn=5585d643_1DEV416-937PIAS (8-20-24)
traffic railings to bridge decks, approach slabs and concrete pavement using Type HSHV adhesives
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/special-case/developmental/dev416-937pias-(8-20-24).pdf?sfvrsn=e2037466_2D1-01-15-26BSN2
MILLING EXISTING ASPHALT PAVEMENT, 1 1/2" AVG DEPTH SY 2,008.000 0334- 1- 12 SUPERPAVE ASPHALTIC CONC
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/d1/lettings/2026/jan15/d1-01-15-26bsn2.pdf?sfvrsn=ec7d34f3_1DEV403EO (8-11-20)
approved by the Engineer. Do not open lanes to traffic over the first course. Reapply pavement marking
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/special-case/developmental/dev403eo-(8-11-20).pdf?sfvrsn=b64e0167_1