7243 search results for Pavement
E8V68BidTabs
2200 SPECIAL DETOUR- TEMPORARY PAVEMENT 45211615201 (3726.000) SY (LS) 165,000.00000 165,000.00, 0180 0327 70 6 MILLING EXISTING ASPHALT PAVEMENT, 1 1/2" AVG DEPTH 7,971.000 SY 10.30000 82,101.30 3.50000 27,898.50 5.00000 39,855.00 0185 0327 70 12 MILLING EXISTING ASPHALT PAVEMENT, 1, MILLING EXISTING ASPHALT PAVEMENT, 1 3/4" AVG DEPTH 861.000 SY 16.10000 13,862.10 5.50000, MISCELLANEOUS ASPHALT PAVEMENT 36.800 TN 1,215.00000 44,712.00 704.00000 25,907.20 268.61000
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/tp/bid-tabs/2025/mar18/e8v68bidtabs.pdf?sfvrsn=33e9eaba_12024 District Six Letting and Project Information
Prequalification is not required Pavement Marking Form 850-070-06 MUST BE submitted with your Bid, Work Type Addendum E6P40-R0 Miami-Dade Repair of Asphalt Pavement Prequalification is not required (Experience form in asphalt paving required) E6P41-R0 Miami-Dade Repair of Asphalt Pavement, Miami-Dade Apply Thermoplastic and Permanent Tape Pavement Markings Prequalification is not required (Experience form in Pavement Markings) November 21, 2024 Important
https://www.fdot.gov/contracts/district-offices/d6/lettings/2024/2024-district-six-letting-and-project-informationTP-05-13-25BSN3
. These improvements consist of pavement reconstruction, guardrail, sidewalk, retaining wall and curb ramps, , 27" HEIGHT LF 482.000 0524- 2- 2 CONCRETE SLOPE PAVEMENT,NON REINFORCED, 4" SY 1,297.000 0550, DETOUR- TEMPORARY PAVEMENT (45208015201) LS 1.000 0102- 2-300 SPECIAL DETOUR- TEMPORARY EARTHWORK/BASE, 5,125.000 0327- 70- 1 MILLING EXISTING ASPHALT PAVEMENT, 1" AVG DEPTH SY 8,730.000 0327- 70- 6 MILLING EXISTING ASPHALT PAVEMENT, 1 1/2" AVG DEPTH SY 1,386.000 0327- 70- 19 MILLING EXISTING ASPHALT
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/tp/lettings/2025/may13/tp-05-13-25bsn3.pdf?sfvrsn=8e376fad_11020921.origind
12 hours after notification. 102-13.19 Work Zone Pavement Markings: Price and payment will be full, to supplement line markings will be paid for under temporary retroreflective pavement markers. Install, Retroreflective Pavement Markers - each. Item No. 102- 81- Temporary Crash Cushion, Gating - per, No. 102- X- Temporary Traffic Signal – per each per day. Item No. 710- Painted Pavement Markings. Item No. 711- Thermoplastic Pavement Markings
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2018/january-2018/review/internal/1020921.origind.pdf?sfvrsn=9263fe8b_09850200.FHWA
Pavement (Rubble Riprap) without bedding stone 281 D-2 Revetment (Standard) Articulating Block Gabions 281 Rock, Rubble, and Broken Concrete with bedding stone Ditch Pavement (Rubble Riprap, (Culvert) 280 Concrete Pavement Subdrainage 287 Joint Cover for Mechanically Stabilized Retaining Wall D-4/6 Slope Pavement Ditch Pavement (Sand-Cement Riprap or Concrete) 281 D-5 Separation
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2017/january-2017/review/fhwa/9850200.fhwa.pdf?sfvrsn=8db93a30_09850200.FHWA2
Applications Geotextile Type Description Design Standards Index No. Ditch Pavement (Rubble Riprap, , and Broken Concrete with bedding stone Ditch Pavement (Rubble Riprap) with bedding stone 281 Joint, Underdrain 286 French Drain 285 Sheet Piling Filter Filter Fabric Jacket (Culvert) 280 Concrete Pavement Subdrainage 287 Joint Cover for Mechanically Stabilized Retaining Wall D-4/6 Slope Pavement Ditch Pavement (Sand-Cement Riprap or Concrete) 281 D-5 Separation GeotextileMechanically Stabilized
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2017/january-2017/review/fhwa/9850200.fhwa2.pdf?sfvrsn=59682643_0D005011e.do
inches Misc. Asph. Pavt. In Absence of Other Pavt’. – Notation and outline of pavement deleted. Index, LANE WITH SHOULDER GUTTER’ and ‘DECELARATION LANE WITH SHOULDER GUTTER’ – Shoulder pavement width 4, ’ AND ‘DECELARATION LANE WITHOUT SHOULDER GUTTER’ – Shoulder pavement width 6’ deleted and width 10, PAVEMENT MARKERS’, Note 3 – Substitute “white” for “colorless” and “yellow” for “amber”. ‘TYPICAL PLACEMENT OF REFLECTIVE PAVEMENT MARKERS IN LIEU OF TEMPORARY TAPE OR PAINT IN WORK ZONES’ – Notations
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2003/january-2003/workbook/d005011e.do.pdf?sfvrsn=91157942_03530000.resp
3530000 CONCRETE PAVEMENT SLAB REPLACEMENT COMMENTS FROM INTERNAL/INDUSTRY REVIEW John, are cracks designed to occur at specific locations based on the pavement design. All other cracks in the pavement are uncontrolled cracks. Repair uncontrolled cracked slabs, which occur during the life of the Contract, by removing and replacing the pavement across the full width of all affected lanes, slab at no expense to the Department. Repair by removing and replacing the pavement across the full
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2016/july-2016/review/comments-responses/3530000.resp.pdf?sfvrsn=1820ee5c_03530000.comm
3530000 CONCRETE PAVEMENT SLAB REPLACEMENT COMMENTS FROM INTERNAL/INDUSTRY REVIEW John Westphal (850) 414-4141 john.westphal@dot.state.fl.us Comments: (11-24-15) Multiple instances within, at specific locations based on the pavement design. All other cracks in the pavement are uncontrolled, and replacing the pavement across the full width of all affected lanes or shoulders, to the Department. Repair by removing and replacing the pavement across the full width of all affected lanes
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2016/july-2016/review/comments-responses/3530000.comm.pdf?sfvrsn=d9b37dc7_0521-512
to form joints. Preformed Bond Breakers ** Stay-In-Place Plastic M i n . Roadway Pavement, or Roadway Pavement is required on top of the junction slab for sides of retaining wall. 7. Provide, Stirrup (See Note 4) Bars 5S1 2 ' - 3 " Pavement (See Note 5 & 6) Shoulder or Roadway Barrier, drawings for approval 6. See Roadway Plans for asphalt shoulder, roadway pavement and overbuild, a match finished grade. 5. For Rigid Pavement (Concrete), Junction Slab may be thickened to 4. See
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2027/idx/521-512.pdf?sfvrsn=c6271d31_1FL Transportation Trends and Conditions
% 90% 85% 80% 75% 70% 2021 2022 2023 2024 Bridge Target Bridge Target Pavement Target Pavement Target Bridge Pavement % o f S t a t e F a c i l i t i e s M e e t i n g F D O T S t a n d a r d s Bridge & Pavement Conditions Exceeding Standards Fatal, reclaimed asphalt pavement mixture to conserve natural resources and make efficient use
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/planning/fto/trends---conditions-folder/fl-transportation-trends-and-conditions.pdf?sfvrsn=8a11e1c6_82025 District Six Letting and Project Information
Repair / Rehabilitation Prequalification is required E6P60 Miami-Dade Pavement Resurfacing (FLEX, Prequalification is required E6P92-R0 Miami-Dade Thermoplastic Pavement Markings Prequalification is not required Experience in Pavement Markings (Form #850-070-06)MUST be submitted with the bid as an attachment, . E6P95-R0 Miami-Dade Thermoplastic Pavement Stripes & Markings Prequalification is not required. Experience in Pavement Markings (Form #850-070-06) MUST be submitted with the bid as an attachment
https://www.fdot.gov/contracts/district-offices/d6/lettings/2025/2025-district-six-letting-and-project-information2024FDM901SeqOfPlans
Plans Set in the following order: (1) Roadway (2) Signing and Pavement Marking (3) Signalization (4, constraints or problems (6) Document off-site and pavement drainage constraints, such as flood plain, Signing and Pavement Marking Plans P C F Signalization Plans P C F Intelligent Transportation System, • Retaining walls (cast in place, proprietary, or temporary) if required SIGNING AND PAVEMENT MARKING, • Pavement markings • Sign locations • Applicable pay items SIGNING AND PAVEMENT MARKING PLANS - SIGN
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/fdm/review/2024fdm901seqofplans.pdf?sfvrsn=adaa26_12024FDM901SeqOfPlans
Plans Set in the following order: (1) Roadway (2) Signing and Pavement Marking (3) Signalization (4, identification of design constraints or problems (6) Document off-site and pavement drainage constraints, F Miscellaneous Structures P C F Component Plans Set Signing and Pavement Marking Plans P C F, in place, proprietary, or temporary) if required SIGNING AND PAVEMENT MARKING PLANS - PLAN SHEETS, • Station equations • Conflicting utilities, lighting, and drainage • Pavement markings • Sign
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/fdm/2024/2024fdm901seqofplans.pdf?sfvrsn=473ff1d3_12025FDM901SeqOfPlans
Set in the following order: (1) Roadway (2) Signing and Pavement Marking (3) Signalization (4, a basis for early identification of design constraints or problems. (6) Document off-site and pavement, Structures P C F Component Plans Sets Signing and Pavement Marking Plans P C F Signalization Plans P, ) if required SIGNING AND PAVEMENT MARKING PLANS - PLAN SHEETS • North arrow and scale • Basic, utilities, lighting, and drainage • Pavement markings • Sign locations • Applicable pay items
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/fdm/2025/review/2025fdm901seqofplans.pdf?sfvrsn=f52658a_4TP-11-14-24BSN
and pavement markings on Southern Connector Extension (SR 417) from MP 2.1 to MP 6.0, and Exit 2, (44588425201) LS 1.000 0102- 2-200 SPECIAL DETOUR- TEMPORARY PAVEMENT (44588315201) LS 1.000 0102- 2-200 SPECIAL DETOUR- TEMPORARY PAVEMENT (44588415201) LS 1.000 0102- 14- TRAFFIC CONTROL OFFICER HR, ASPHALT PAVEMENT, 1" AVG DEPTH SY 32,467.000 0327- 70- 6 MILLING EXISTING ASPHALT PAVEMENT, 1 1/2" AVG DEPTH SY 32,733.000 0327- 70- 11 MILLING EXISTING ASPHALT PAVEMENT, 2 1/4" AVG DEPTH SY
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/tp/lettings/2024/nov14/tp-11-14-24bsn.pdf?sfvrsn=96611c3d_22025FDM901SeqOfPlans
Set in the following order: (1) Roadway (2) Signing and Pavement Marking (3) Signalization (4, of design constraints or problems. (6) Document off-site and pavement drainage constraints such as base, and Pavement Marking Plans P C F Signalization Plans P C F Intelligent Transportation System (ITS) Plans P, #625-000-002 FDOT Design Manual 901 - Sequence of Plans Preparation SIGNING AND PAVEMENT MARKING, and exceptions • Station equations • Conflicting utilities, lighting, and drainage • Pavement
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/fdm/2025/2025fdm901seqofplans.pdf?sfvrsn=fac3244f_1TP-03-28-25BSN
Boulevard, and 870182 over Black Creek Canal, stormwater enhancements, lighting, signing, pavement, " SINGLE-SLOPE LF 854.000 0524- 2- 2 CONCRETE SLOPE PAVEMENT,NON REINFORCED, 4" SY 530.000 0630- 2, SPECIAL DETOUR- TEMPORARY PAVEMENT (43721115201) LS 1.000 0102- 2-300 SPECIAL DETOUR- TEMPORARY, ASPHALT PAVEMENT, 3" AVG DEPTH SY 1,756.000 0327- 70- 5 MILLING EXISTING ASPHALT PAVEMENT, 2" AVG DEPTH SY 186.000 0327- 70- 6 MILLING EXISTING ASPHALT PAVEMENT, 1 1/2" AVG DEPTH SY 21,806.000 0327- 70
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/tp/lettings/2025/mar28/tp-03-28-25bsn.pdf?sfvrsn=c887aa8c_1E8V40BidTabs
Boulevard, and 870182 over Black Creek Canal, stormwater enhancements, lighting, signing, pavement, SLOPE PAVEMENT,NON REINFORCED, 4" 530.000 SY 130.00000 68,900.00 225.50000 119,515.00 135.00000, 1,450,000.00 2,900,000.00000 2,900,000.00 0195 0102 2200 SPECIAL DETOUR- TEMPORARY PAVEMENT 43721115201, as Lump Sum 0002 Roadway SECTION: 0400 0327 70 4 MILLING EXISTING ASPHALT PAVEMENT, 3" AVG DEPTH, EXISTING ASPHALT PAVEMENT, 2" AVG DEPTH 186.000 SY 11.30000 2,101.80 33.35000 6,203.10 27.00000
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/tp/bid-tabs/2025/mar28/e8v40bidtabs.pdf?sfvrsn=23a97e1_16950000-122impl
on the pavement and routes for lead-in cables. Do not allow the saw cut in the pavement to deviate more than 1.0, shoulder to monitor pavement temperature. Ensure that the sensor provides data to the vehicle/speed, a temperature sensor in the roadway or paved shoulder to monitor pavement temperature to compensate, Weigh-In-Motion sensor (Class I) by sawing a slot into the pavement perpendicular to the flow, of the pavement shoulder. Suspend the sensor within the slot with jigs. Prepare and apply bonding agent
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2022/january-2022/review/implemented/6950000-122impl.pdf?sfvrsn=b26633ad_2