7241 search results for Pavement
E8W54
. Construction includes pavement widening, milling, resurfacing, maintenance of traffic, drainage improvements, signing, pavement markings, signalization, lighting and ITS communications, 1.000 0102- 2-200 SPECIAL DETOUR- TEMPORARY PAVEMENT (45210615201) LS 1.000 0102- 2-300 SPECIAL, RAISED/RETROREFLECTIVE PAVEMENT MARKER, TYPE D EA 212.000 0102- 89- 1 TEMPORARY CRASH CUSHION, , BASE GROUP 09 SY 3,680.000 0327- 70- 1 MILLING EXISTING ASPHALT PAVEMENT, 1" AVG DEPTH SY
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/tp/lettings/2026/jan13/e8w54.pdf?sfvrsn=446c41f6_1E54D2
in the performance of Concrete Pavement Repair, or the Project Superintendent must have at least, Section 0001 CONCRETE PAVEMENT SURFACE REPAIR (SF) 0999- 2- LUMP SUM CONTRACT, ALTERNATIVE BIDDING LS
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/d5/lettings/2026/feb03/e54d2.pdf?sfvrsn=c2efbc3a_1E3Z12
, guardrail, sodding, ITS, signing, pavement markings, lighting, ADA improvements, signalization, CONSTRUCTION/DRIVEWAY BASE- OPTIONAL MATERIALS SY 360.000 0327- 70- 1 MILLING EXISTING ASPHALT PAVEMENT, 1" AVG DEPTH SY 48,000.000 0327- 70- 4 MILLING EXISTING ASPHALT PAVEMENT, 3" AVG DEPTH SY 48,000.000 0327- 70- 5 MILLING EXISTING ASPHALT PAVEMENT, 2" AVG DEPTH SY 48,000.000 0327- 70- 6 MILLING EXISTING ASPHALT PAVEMENT, 1 1/2" AVG DEPTH SY 48,000.000 0327- 70- 11 MILLING EXISTING ASPHALT PAVEMENT
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/d3/lettings/2026/feb12/e3z12.pdf?sfvrsn=72773eca_12025FDM916DrainStruct
limits of pavement, curbs, traffic separators, sidewalks, curb ramps, and driveways. Show proposed, , curbs, pavements, fences, railroads, bridges, drainage structures and similar items, as well, of pavement elevations for curb and gutter inlets. Include special grate treatment requirements
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/fdm/2025/review/2025fdm916drainstruct.pdf?sfvrsn=579e2484_3Redline-eBook-FY2023-24Comp
immediately below the base course or pavement, including below the curb and gutter, valley gutter, shoulder and driveway pavement. The subgrade limits ordinarily include those portions, below the bottom of the base or pavement and outward to 6 inches beyond the base, pavement, or curb, . The Department does not guarantee the details pertaining to borings, and pavement cores as shown, examine boring and pavement core data, where available, and make their own interpretation
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2023-24/ebook/redline-ebook-fy2023-24comp.pdf?sfvrsn=8be97dba_6Redline eBook7-20
. The portion of the roadbed immediately below the base course or pavement, including below the curb and gutter, valley gutter, shoulder and driveway pavement. The subgrade limits ordinarily include, extends to a depth of 12 inches below the bottom of the base or pavement and outward to 6 inches beyond the base, pavement, or curb and gutter. Substructure. All of that part of a bridge structure below
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2020/july-2020/ebook/redline-ebook7-20.pdf?sfvrsn=372027a9_67-20eBook
............................................................................................................ 204 175 Cracking and Reseating Existing Concrete Pavement, ...................................................................................... 226 283 Reclaimed Asphalt Pavement Base, , AND CONCRETE PAVEMENT 300 Prime and Tack Coats, ............................................ 253 327 Milling of Existing Asphalt Pavement, Added Asphalt Pavement .......................................................................... 307
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2020/july-2020/ebook/7-20ebook.pdf?sfvrsn=c1f3424e_47-20eBook(Signed and Sealed)
............................................................................................................ 204 175 Cracking and Reseating Existing Concrete Pavement, ...................................................................................... 226 283 Reclaimed Asphalt Pavement Base, , AND CONCRETE PAVEMENT 300 Prime and Tack Coats, ............................................ 253 327 Milling of Existing Asphalt Pavement, Added Asphalt Pavement .......................................................................... 307
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2020/july-2020/ebook/7-20ebook(signed-and-sealed).pdf?sfvrsn=e7b19000_47-21eBook
............................................................................................................ 212 175 Cracking and Reseating Existing Concrete Pavement, ...................................................................................... 235 283 Reclaimed Asphalt Pavement Base, , AND CONCRETE PAVEMENT 300 Prime and Tack Coats, .............................................. 263 327 Milling of Existing Asphalt Pavement, Pavement .......................................................................... 319 339
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2021/july-2021/ebook/7-21ebook.pdf?sfvrsn=9a1c9abf_87-21eBook (signed and sealed copy)
............................................................................................................ 212 175 Cracking and Reseating Existing Concrete Pavement, ...................................................................................... 235 283 Reclaimed Asphalt Pavement Base, , AND CONCRETE PAVEMENT 300 Prime and Tack Coats, .............................................. 263 327 Milling of Existing Asphalt Pavement, Pavement .......................................................................... 319 339
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2021/july-2021/ebook/7-21ebook-(signed-and-sealed-copy).pdf?sfvrsn=a1bd1daa_81020100.origind
and install work zone pavement markings for maintenance of traffic (MOT) in construction areas, damage to existing pavement open to traffic. Includethecostofanyworkthatisnecessaryto meet, recycledlaimed asphalt pavement (RAP) material, and having stability and drainage properties that will provide, paths are altered during construction, remove all pavement markings (paint, tape, thermoplastic, retroreflective pavement markers, etc.) that will conflict with the adjusted vehicle or pedestrian
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2017/january-2017/review/internal/1020100.origind.pdf?sfvrsn=c73f1365_0July2022 Redline eBook
. Subgrade. The portion of the roadbed immediately below the base course or pavement, including below the curb and gutter, valley gutter, shoulder and driveway pavement. The subgrade limits ordinarily, section extends to a depth of 12 inches below the bottom of the base or pavement and outward to 6 inches beyond the base, pavement, or curb and gutter. Substructure. All of that part of a bridge, , and pavement cores as shown in the Contract Documents, to be more than a general indication
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2022/july-2022/ebook/july2022-redline-ebook.pdf?sfvrsn=f6b40e3a_244965615201-PLANS-02-SIGNINGMARKING
PLANS COMPONENTS LIGHTING PLANS SIGNALIZATION PLANS SIGNING AND PAVEMENT MARKING PLANS ROADWAY PLANS (FEDERAL FUNDS) SHEET DESCRIPTION SHEET NO. JEFFREY MEDNICK FDOT PROJECT MANAGER: PAVEMENT MARKING PLANS INDEX OF SIGNING AND ENGINEER OF RECORD: PAVEMENT MARKING PLANS SIGNING AND F L, AND PAVEMENT MARKING PLANS FINANCIAL PROJECT ID 449656-1-52-01 OKEECHOBEE COUNTY (91020) STATE, OF PROJECT DECEMBER 2023 PHASE IIR SUBMITTAL S-3 SIGNING AND PAVEMENT MARKING PLAN S-2 GENERAL NOTES
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/procuement_marketingd1/documents/fy24-25/ad--25132/44965615201-plans-02-signingmarking.pdf?sfvrsn=5c094505_1E21P7-R0
, installation / removal of thermoplastic or paint pavement markings, messages, and symbols, raised retro-reflective pavement markers, delineators, fence type B, highmast light pole removal, sign structure, WITH THE BID. EXPERIENCE IN PAVEMENT MARKINGS (FORM 850-070-06) MUST BE COMPLETED AND SUBMITTED, -FLEXIBLE EA 4.000 0706- 1- 3 RAISED PAVEMENT MARKER, TYPE B EA 150.000 0710- 11-101 PAINTED PAVEMENT MARKINGS, STANDARD, WHITE, SOLID, 6" GM 0.400 0710- 11-160 PAINTED PAVEMENT MARKINGS, STANDARD
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/d2/lettings/2024/sep11/e21p7-r0.pdf?sfvrsn=ab039f49_12024_Evaluation of the Effect of Binder Type and Layer Thickness on the Performance of Open-Graded Friction Courses_JCBM
binder and increased thickness using Accelerated Pavement Testing (APT). A total of six test, issues are of concern. 1. Introduction Conventional pavement systems are usually constructed, Pavement Performance. Heavy rainfall, therefore, occasionally over- flows the pavement surface and overcomes the pavement surface microtexture, disrupting adhesion between the tire and pavement sur, and hydroplaning potential by diminishing the water layer between tire and pavement surface
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/materials/administration/resources/library/publications/researchreports/pavement/2024_evaluation-of-the-effect-of-binder-type-and-layer-thickness-on-the-performance-of-open-graded-friction-courses_jcbm.pdf?sfvrsn=fac2923c_1E6P92-R0BidTabs
, and the number of calendar days to complete the work. *** Experience in Pavement Markings (Form, Sum 0001 (PAVEMENT STRIPING (LARGE MACHINE) (LM SECTION: 0005 0102 14 TRAFFIC CONTROL OFFICER, as Lump Sum 0001 (PAVEMENT STRIPING (LARGE MACHINE) (LM SECTION: 0025 0711 12231 THERMOPLASTIC, 1,600.00 0030 0711 14560 THERMOPLASTIC, PREFORMED, WHITE WITH BLACK CONTRAST ON CONCRETE PAVEMENT, EXISTING THERMOPLASTIC PAVEMENT MARKINGS- SURFACE TO REMAIN 76,455.000 SF 0.15000 11,468.25 1.10000
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/d6/bid-tabs/2025/oct30/e6p92-r0bidtabs.pdf?sfvrsn=9d90a801_1Historical Item Averages Market Area 11
73,672.000 SY N SPECIAL DETOUR- TEMPORARY PAVEMENT 0102 2300 4 $55.22 $571,100.01 10,343.000 CY N, $2,288.00 572.000 EA N TEMPORARY RAISED/RETROREFLECTIVE PAVEMENT MARKER, TYPE D 0102 89 1 2, 6,557.000 SY N MILLING EXISTING ASPHALT PAVEMENT, 1" AVG DEPTH 0327 70 4 1 $7.80 $15,373.80 1,971.000 SY N MILLING EXISTING ASPHALT PAVEMENT, 3" AVG DEPTH 0327 70 5 3 $3.36 $71,281.65 21,239.000 SY N MILLING EXISTING ASPHALT PAVEMENT, 2" AVG DEPTH 0327 70 6 6 $3.35 $1,029,721.14 307,401.000 SY N
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/fpo/fpc/reports/historicalitemaveragecost/moving/market-area/pdf/historical-item-averages-market-area-11.pdf?sfvrsn=e5cf1326_5Maintenance Specifications
PAVEMENT(REV 3-9-18) (FY 2025-26) Maintenance Contracts including the Removal of Flexible Pavement, including Concrete Sidewalk. SPM5240100 CONCRETE DITCH AND SLOPE PAVEMENT - REPAIR(REV 1-28-15) (FY 2025-26) Maintenance Contracts with Ditch and Slope Pavement Repair. SPM5270000 DETECTABLE WARNINGS, that include Object Markers and Delineators. SPM7060100 THERMOPLASTIC PAVEMENT MARKINGS - FOR MAINTENANCE, REMOVAL OF FLEXIBLE PAVEMENT.(REV 3-9-18) (FY 2024-25) Maintenance Contracts including the Removal
https://www.fdot.gov/specifications/maintenance-specificationsJanuary 2022 Redline eBook
or pavement, including below the curb and gutter, valley gutter, shoulder and driveway pavement, in the Plans, the subgrade section extends to a depth of 12 inches below the bottom of the base or pavement and outward to 6 inches beyond the base, pavement, or curb and gutter. Substructure. All, . The Department does not guarantee the details pertaining to borings, and pavement cores as shown, shall examine boring and pavement core data, where available, and make their own interpretation
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2022/january-2022/ebook/january-2022-redline-ebook.pdf?sfvrsn=d54d20c2_2July 2021 Redline eBook
course or pavement, including below the curb and gutter, valley gutter, shoulder and driveway pavement, or pavement and outward to 6 inches beyond the base, pavement, or curb and gutter. Substructure. All
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2021/july-2021/ebook/july-2021-redline-ebook.pdf?sfvrsn=bb9cad0a_4