7241 search results for Pavement
44788715201-ESTIMATES-QUANTITIES
Type III Barricade ED 29 120 3480 3480 Phase I 0710 11101 Painted Pavement Markings, Standard, White, 53+05.59 131+82.37 LT/RT ... ... ... 5/9/2025 10:49:06 AM Page 6 of 30 Summary of Pavement, SL72 53+09.58 53+56.40 LT/RT 158604 Pavement Restoration 49.56 SL72 53+09.84 56+69.83 LT 139697 1.5" Lift 17.22 SL72 54+90.02 55+69.79 LT 139681 Pavement Restoration 2.56 SL72 54+90.06 55+09.94 RT 12738 Pavement Restoration 38.44 SL72 57+32.36 59+32.21 LT 80902 Pavement Restoration 14.37 SL72
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/procuement_marketingd1/documents/fy-25-26/ad--26121/44788715201-estimates-quantities.pdf?sfvrsn=5fa0679b_15140100FHWA
(Special) Rock, Rubble without bedding stone Ditch Pavement (Rubble Riprap) without bedding stone, Concrete with bedding stone Ditch Pavement (Rubble Riprap) with bedding stone 524-001 Joint Cover, Joints 400-289 and 400-291 Concrete Pavement Subdrainage 446-001 Joint Cover for Mechanically Stabilized Earth Retaining Wall with Sand or Limerock Backfill D-4 Slope Pavement Ditch Pavement, D-1 Revetment (Special) Rock, Rubble without bedding stone Ditch Pavement (Rubble Riprap) without
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2026-27/review/fhwa/5140100fhwa.pdf?sfvrsn=28e6a079_1521-005
such that the barrier's concrete bottom remains embedded at least 1" below the lowered pavement surface. 3, its entire 8. MINOR GRADE SEPARATION: Where called for in the Plans, the nominal pavement surface, the locations shown herein, relative to the barrier elevation. Maintain visually smooth and even pavement at 2 1 ± 7. FINISH GRADE ELEVATION: At the barrier face location, the finish grade pavement has, 56" Height 38" Height Split Sections Toll Loop Pavement Area 14 2 521-005 CONCRETE BARRIER
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2027/idx/521-005.pdf?sfvrsn=535b76c4_1D5-12-02-25BSN
consists of asphalt pavement milling and resurfacing; handrail, guardrail, crash cushion (attenuator) repair; concrete slab repair, pipe desilt & video; and pavement markings replacement on Department, 0327- 70- 5 MILLING EXISTING ASPHALT PAVEMENT, 2" AVG DEPTH SY 500.000 0327- 70- 6 MILLING EXISTING ASPHALT PAVEMENT, 1 1/2" AVG DEPTH SY 500.000 0327- 70- 7 MILLING EXISTING ASPHALT PAVEMENT, 4" AVG DEPTH SY 500.000 0327- 70- 8 MILLING EXISTING ASPHALT PAVEMENT, 2 1/2" AVG DEPTH SY 500.000
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/d5/lettings/2025/dec02/d5-12-02-25bsn.pdf?sfvrsn=8ff808d1_1District Four Letting and Project Information
Supplements Proposal ID County Major Work Type Addendum E4Y38-R0 Broward Pavement markings E4Y51-R0, / System-Signalization E4X93-R0 Martin, St. Lucie, Indian River Striping & Pavement Markers Z4133, . Lucie, Indian River BDIShoulder Repairs E4X81-R0 Martin, St. Lucie, Indian River Striping / Pavement, Beach Spot Asphalt Repair E4X78-R0 Broward General Pavement Repairs E4X79 Districtwide Signal Mast, Broward Pavement Repairs E4Y44-R0 Broward Guardrail / Fence Repair
https://www.fdot.gov/contracts/district-offices/d4/lettings/dist4letting-project-info.shtmRandyRoberts-C3DFDOTTrafficPlans
: 850-414-4896 FDOT Tr a ffic Plans Using Civil 3D F DOT Signs Application Pavement Markings P lace Block, . Pavement Markings “FDOT Ribbon” L aunches the Application Pavement Markings Optional Outside, Enter the distance between the two Lane Stripes Pavement Markings Justification –Center, Inside, efault is the entire L ength of the object selected Pavement Markings Associate Alignment can, . Pavement Markings Distance Between Stripes Mode Selector “Island Striping” Mode Angle of Striping
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/cadd/downloads/archived-documentations/randyroberts-c3dfdottrafficplans.pdf?sfvrsn=827d91c9_2E20W2BidTabs
2200 SPECIAL DETOUR- TEMPORARY PAVEMENT 21346325201 (1964.000) SY (LS) 400,000.00000 400,000.00, ASPHALT PAVEMENT, 1 1/2" AVG DEPTH 5,258.000 SY 10.50000 55,209.00 5.00000 26,290.00 10.30000 54,157.40 0190 0327 70 11 MILLING EXISTING ASPHALT PAVEMENT, 2 1/4" AVG DEPTH 8,604.000 SY 13.00000, 10,250.00 59.00000 24,190.00 135.00000 55,350.00 0215 0524 1 49 CONCRETE DITCH PAVEMENT, 6, PAVEMENT MARKER, TYPE B 5,564.000 EA 7.00000 38,948.00 5.00000 27,820.00 6.00000 33,384.00 0225
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/d2/bid-tabs/2023/aug16/e20w2bidtabs.pdf?sfvrsn=a902db0b_12024FDM120DsnSubmtls
A) Planning Request pavement design (18 Kip ESAL) Request project traffic data Request turning, & pavement marking plans (Phase I, II, III) Traffic signal plans (Phase I, II, III) & signal, ) Geotechnical Request pavement design soil information Request roadway soil survey Soils data Request, pavement composition and milling recommendations Review if any changes are made in alignment, grade, Control Concept F) Maintenance Pavement design comments Phase I Plans review & response Phase II
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/fdm/review/2024fdm120dsnsubmtls.pdf?sfvrsn=802e9352_12023 Central Office Letting and Project Information
/Traffic Signals/Lighting 1 Q&A T5777 Brevard Add Lanes and Pavement Rehabilitation 1, 2, 3 Q&A, -Dade Resurfacing/Traffic Signals/Pavement Markings/Sidewalk 1, 2 Q&A T6571 Miami-Dade Resurfacing, Hillsborough Resurfacing/Signing/Pavement Markings 1, 2 Q&A February, Pinellas Resurfacing 1, 2, 3 Q&A T7508 Pasco Withdrawn T7509 Pinellas Resurfacing/Signing/Pavement, and Resurfacing 1 Q&A T1855 Desoto Resurfacing 1 Q&A T1859 Desoto Flexible Pavement Reconstruct./Milling
https://www.fdot.gov/contracts/lettings/2023/2023-central-office-letting-and-project-information2025FDM120DsnSubmtls
A) Planning Request pavement design (18 Kip ESAL) Request project traffic data Request turning, & pavement marking plans (Phase I, II, III) Traffic signal plans (Phase I, II, III) & signal warrant, ) Geotechnical Request pavement design soil information Request roadway soil survey Soils data Request, pavement composition and milling recommendations Review if any changes are made in alignment, grade, Control Concept F) Maintenance Pavement design comments Phase I Plans review & response Phase II
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/fdm/2025/review/2025fdm120dsnsubmtls.pdf?sfvrsn=7f89e23e_11100000.origind
, existing flexible asphalt pavement, and other facilities necessary to prepare the area, , rubbish, debris, existing flexible pavement, drainage structures, pipes, pull and junction boxes, , plumbing, foundations, floors, basements, steps, connecting concrete sidewalks or other pavement, pavement breakers, by concrete saws, by chipping hammers, or by hydro-demolition methods. Do not use, of Existing Rigid Concrete Pavement. Remove and dispose of existing rigid portland cement concrete
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2016/july-2016/review/internal/1100000.origind.pdf?sfvrsn=701f0336_0E6P82
EXISTING ASPHALT PAVEMENT, 1" AVG DEPTH SY 1,000.000 0327- 70- 5 MILLING EXISTING ASPHALT PAVEMENT, 2" AVG DEPTH SY 1,000.000 0327- 70- 6 MILLING EXISTING ASPHALT PAVEMENT, 1 1/2" AVG DEPTH SY 5,000.000 0327- 70- 12 MILLING EXISTING ASPHALT PAVEMENT, 1 1/4" AVG DEPTH SY 2,000.000 0334- 1- 13 SUPERPAVE, ASPHALT PAVEMENT TN 300.000 0425- 1-359 INLETS, CURB, TYPE P-5, MODIFY EA 1.000 0425- 5- MANHOLE, ADJUST, TERMINAL EA 4.000 0570- 1- 2 PERFORMANCE TURF, SOD SY 5,000.000 0710- 11-101 PAINTED PAVEMENT
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/d6/lettings/2025/nov20/e6p82.pdf?sfvrsn=3b320a17_12026FDM120DsnSubmtls
of Requests and Contacts Sheet 1 of 2 A) Planning Request pavement design (18 Kip ESAL) Request, design Notification that projects include milling Signing & pavement marking plans (Phase I, II, Operational and capacity review of design plans C) Geotechnical Request pavement design soil, and foundation recommendations PH and soils resistivity for culvert material selection Request pavement, F) Maintenance Pavement design comments Phase I Plans review & response Phase II Plans review
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/fdm/2026/review/2026fdm120dsnsubmtls.pdf?sfvrsn=8e9de502_16TP-11-18-25BSN2
to: asphalt pavement milling and resurfacing, widening, reconstruction, and placement of new asphalt pavement; construction of plain cement concrete pavement in truck parking areas; removal of concrete, and reconstruction; tree protection and removal; and upgrades to lighting, signing and pavement markings, 0102- 1- MAINTENANCE OF TRAFFIC (44262015201) LS 1.000 0102- 2-200 SPECIAL DETOUR- TEMPORARY PAVEMENT, , BASE GROUP 13 SY 130.000 0327- 70- 5 MILLING EXISTING ASPHALT PAVEMENT, 2" AVG DEPTH SY 10,434.000
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/tp/lettings/2025/nov18/tp-11-18-25bsn2.pdf?sfvrsn=2766f810_2E6P84
ASPHALT PAVEMENT, 1" AVG DEPTH SY 1,000.000 0327- 70- 5 MILLING EXISTING ASPHALT PAVEMENT, 2" AVG DEPTH SY 1,000.000 0327- 70- 6 MILLING EXISTING ASPHALT PAVEMENT, 1 1/2" AVG DEPTH SY 5,000.000 0327- 70- 12 MILLING EXISTING ASPHALT PAVEMENT, 1 1/4" AVG DEPTH SY 2,000.000 0334- 1- 13 SUPERPAVE, PAVEMENT TN 300.000 0425- 1-359 INLETS, CURB, TYPE P-5, MODIFY EA 1.000 0425- 5- MANHOLE, ADJUST EA, PAINTED PAVEMENT MARKINGS, STANDARD, WHITE, SOLID, 6" GM 2.000 Page 7 Bid Solicitation Notice
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/d6/lettings/2026/jan29/e6p84.pdf?sfvrsn=b11ff427_1FHWA Memos
Engineer. MILLING OF EXISTING ASPHALT PAVEMENT (REV 12-2216-2119) (FA 12-30-19) (1-22) SUBARTICLE, the existing raised pavement markers (RPMs) before milling. Include the cost of removing existing, pavement to the average depth specified in the Plans, in a manner that will restore the pavement, of the pavement. Provide positive drainage of the milled surface and the adjacent pavement. Perform, to opening to traffic. Before opening an area which has been milled to traffic, sweep the pavement
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2022/july-2022/review/fhwa/fhwa-memos.pdf?sfvrsn=851f51e4_2E6O81BidTabs
11,284.76 77.00000 16,324.00 0150 0327 70 6 MILLING EXISTING ASPHALT PAVEMENT, 1 1/2" AVG DEPTH 6,217.000 SY 4.00000 24,868.00 4.40000 27,354.80 0155 0327 70 11 MILLING EXISTING ASPHALT PAVEMENT, EXISTING ASPHALT PAVEMENT, 3/4" AVG DEPTH 120.000 SY 4.00000 480.00 11.00000 1,320.00 0165 0334 1, PAVEMENT 31.700 TN 500.00000 15,850.00 275.00000 8,717.50 0185 0536 1 1 GUARDRAIL -ROADWAY, 5.00000 4,225.00 7.70000 6,506.50 0220 0706 1 3 RAISED PAVEMENT MARKER, TYPE B 764.000 EA 4.00000
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/d6/bid-tabs/2024/mar28/e6o81bidtabs.pdf?sfvrsn=5774aca5_120240423_4521121_SR821_87471
No 25.455991 -80.471962 STATE OF FLORIDA DEPARTMENT OF TRANSPORTATION PAVEMENT EVALUATION CORING, or Sta. No. Lane W h e e l P a t h Pavement Layer Type (in.) Stabilized Subgrade, h e e l P a t h Pavement Layer Type (in.) Base Median Curbed (Y / N): N/A Paved, Lawn, OF FLORIDA DEPARTMENT OF TRANSPORTATION PAVEMENT EVALUATION CORING AND CONDITION DATA Cored by: TIERRA, No. Mile Post or Sta. No. Lane W h e e l P a t h Pavement Layer Type (in.) Base Median
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/materials/pavement/coringdata/tp/87-miamidade/20240423_4521121_sr821_87471.pdf?sfvrsn=cd177078_1E21T5-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/2025/jan15/e21t5-r0.pdf?sfvrsn=bed1195f_1FINAL Wrong Way Driving Strategic Plan 02-05-2025
and pavement markings (S&PM) and advanced Wrong-way Vehicle Detection Systems (WWVDS) along exit- ramps, S&PM Updated APRIL 2015 Bulletin - Signing and Pavement Marking at Ramp Intersections NOVEMBER, ) - D3 Red Internally Illuminated Raised Pavement Markings (FIU) - Data - Driven Approach, to be in fatal crash compared to freeway WWD (7% fatal) SIGNING AND PAVEMENT MARKINGS As introduced through the April 2015 Traffic Operation Bulletin (03-15), FDOT requires enhanced signing and pavement
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/traffic/doc_library/final-wrong-way-driving-strategic-plan-02-05-2025.pdf?sfvrsn=1a939fac_1