7211 search results for Pavement
7060000-122comm
7060000 RAISED PAVEMENT MARKERS AND MARKER ADHESIVE COMMENTS FROM INTERNAL/INDUSTRY REVIEW Anonymous Comments: (Industry 5-28-21) Remove "Bituminous" from title of 706-3. Response: ****************************************************************************** Marshall Douberley Work Phone: 863-519-2382 E-Mail: marshall.douberley@dot.state.fl.us Comments: (Industry 6-4-21) District, to this specification to state: Use an epoxy adhesive to place RPM’s on concrete pavement. Response: ******************************************************************************
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2022/january-2022/review/comments-responses/7060000-122comm.pdf?sfvrsn=5a8267bb_27060000-122resp
7060000 RAISED PAVEMENT MARKERS AND MARKER ADHESIVE COMMENTS FROM INTERNAL/INDUSTRY REVIEW Anonymous Comments: (Industry 5-28-21) Remove "Bituminous" from title of 706-3. Response: Subarticle 706-3 speaks specifically to equipment used during RPM application with bituminous adhesive. No change made, language to this specification to state: Use an epoxy adhesive to place RPM’s on concrete pavement
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2022/january-2022/review/comments-responses/7060000-122resp.pdf?sfvrsn=d0592433_23270301.impl
327 MILLING OF EXISTING ASPHALT PAVEMENT. (REV 2-15-17) (FA 4-13-17) (1-18) SUBARTICLE 327-3.1, reflective pavement markers before milling. Include the cost of removing existing pavement markers in the price for milling. When milling to improve rideability or cross slope, remove the existing pavement to the average depth specified in the Plans, in a manner that will restore the pavement surface, to minimize the amount of dust being emitted. The Engineer may require prewetting of the pavement. Provide
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2018/january-2018/review/implemented/3270301.impl.pdf?sfvrsn=b3a382db_05241000.resp
5241000 CONCRETE SLOPE AND DITCH PAVEMENT INTERNAL/INDUSTRY REVIEW COMMENTS, and Slope Pavement go down since we will be paying the contractor separately for the removal, is built into the cost for new Ditch and Slope Pavement? Response: Theoretically, the bid price for new, . Response: Sidewalk, curb elements, ditch pavement, and rigid concrete pavement will be measured (SY, , curb and gutter, ditch pavement, etc.. are some of the most overrun items we use. More than
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2017/july-2017/review/comments-responses/5241000.resp.pdf?sfvrsn=80fcc6c0_0D3300126.do
) is expanded by the following new Subarticle: 330-12.6 Acceptance Testing for Pavement Smoothness by Laser Profiler: The Department will perform acceptance testing on the completed pavement surface with regard to smoothness. The pavement smoothness will be determined by a Laser Profiler on Limited, , the pavement smoothness of each lane will be determined by a single pass of the Laser Profiler furnished and operated by the Department in accordance with FM 5-549. In no case will the pavement
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2004/january-2004/workbook/d3300126.do.pdf?sfvrsn=fa81a43b_03300126SP
) is expanded by the following new Subarticle: 330-12.6.1 Acceptance Testing for Pavement Smoothness by Laser Profiler: The Department will perform acceptance testing on the completed pavement surface with regard to smoothness. The pavement smoothness will be determined by a Laser Profiler on Limited, , the pavement smoothness of each lane will be determined by a single pass of the Laser Profiler furnished and operated by the Department in accordance with FM 5-549. In no case will the pavement
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2005/january-2005/workbook/3300126sp.pdf?sfvrsn=8e46a9c7_07010100.FHWA
Thermo plastic Pavement Markings . Dear Mr. Nguyen: We are sub mitting, fo r yo ur approval, two, Construction Engine er 7010100 All Jobs PROFILED THERMOPLASTIC PAVEMENT MARKINGS. (REV 11-12-15, pavement marking s consist of thermo p lastic material with raised thermo p lastic bump s creating a raised profile markin g. Apply profiled thermo p lastic pavement marking s to concrete pavement only in accordance with the Contract Documents. 7010100 All Jobs PROFILED THERMOPLASTIC PAVEMENT
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2016/july-2016/review/fhwa/7010100.fhwa.pdf?sfvrsn=42d9d8fa_07130500.comm
7130500 PERMANENT TAPE PAVEMENT MARKINGS COMMENTS FROM INTERNAL/INDUSTRY REVIEW Jessie Smiley 954-940-7504 jessie.smiley@dot.state.fl.us Comments: (11-13-15) I noticed that 706-5 and 713-5 does not require a certification to be submitted. To be consistent with all of the other pavement marking specifications should a certification be required for these two sections? Response: ****************************************************************************** Karen Byram 414-4353
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2016/july-2016/review/comments-responses/7130500.comm.pdf?sfvrsn=bfb6c082_07010500.comm
7010500 PROFILED THERMOPLASTIC PAVEMENT MARKINGS COMMENTS FROM INTERNAL/INDUSTRY REVIEW Stefanie Maxwell 414-4314 stefanie.maxwell@dot.state.fl.us Comments: (11-13-15) We need to modify Subarticle 701-5 to match the other notification specs – like 711-5, see below. Spec 701 was modified early on before we decided to change the Contractor’s Responsibility for Notification requirement in each of the pavement marking specs. Should we just enter this as a comment? Response
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2016/july-2016/review/comments-responses/7010500.comm.pdf?sfvrsn=5d11e2cd_0SP3301206
) is expanded by the following new Subarticle: 330-12.6.1 Acceptance Testing for Pavement Smoothness by Laser Profiler: The Department will perform acceptance testing on the completed pavement surface with regard to smoothness. The pavement smoothness will be determined by a Laser Profiler on Limited, Acceptance Criteria for Friction Course: Upon completion of the friction course, the pavement smoothness, by the Department in accordance with FM 5-549. In no case will the pavement be retested once
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2007/january-2007/workbook/sp3301206.pdf?sfvrsn=65f22382_0D9320000
932 NONMETALLIC A C C E S S O R Y M A T E R IALS FOR CONCRETE PAVEMENT AND CONCRETE STRUCTURES, : SECTION932 NONMETALLIC ACCESSORY MATERIALS FOR CONCRETE PAVEMENT AND CONCRETE STRUCTURES 932-1 Joint Materials. 932-1.1 Preformed Joint Filler for Pavement and Structures: Preformed joint filler shall, Sealer for Pavement and Structures: 932-1.2.1 General: This Specification covers joint sealer intended for use in sealing joints in asphalt and concrete pavements. These materials may also be used
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2002/january-2002/workbook/d9320000.pdf?sfvrsn=156376c0_0D9320000.do
932 NONMETALLIC A C C E S S O R Y M A T E R IALS FOR CONCRETE PAVEMENT AND CONCRETE STRUCTURES, : SECTION932 NONMETALLIC ACCESSORY MATERIALS FOR CONCRETE PAVEMENT AND CONCRETE STRUCTURES 932-1 Joint Materials. 932-1.1 Preformed Joint Filler for Pavement and Structures: Preformed joint filler shall, Sealer for Pavement and Structures: 932-1.2.1 General: This Specification covers joint sealer intended for use in sealing joints in asphalt and concrete pavements. These materials may also be used
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2003/january-2003/workbook/d9320000.do.pdf?sfvrsn=8feecfa6_0DEV712-971IMP (12-17-20)
INTEGRATED MULTI-POLYMER PAVEMENT MARKINGS (REV 12-17-20) The following new Section is added: SECTION 712 INTEGRATED MULTI-POLYMER PAVEMENT MARKINGS 712-1 Description. Apply new Integrated Multi-Polymer (IMP) pavement markings to portland cement concrete pavement in accordance, Equipment. Use equipment capable of producing varying width IMP pavement markings and that meets, overheating or scorching of the pavement marking material. Equipment must be capable of maintaining
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/special-case/developmental/dev712-971imp-(12-17-20).pdf?sfvrsn=55dadf83_1fdot-bec97-rpt
Materials and Pavements Final Report-Deliverable 5 July 2024 ii DISCLAIMER The opinions, findings, for Evaluating Defective Asphalt Materials and Pavements 5. Report Date July 2024 6. Performing, can improve current practices. The evaluation included the review and analysis of in-place pavement, production and construction scenarios. The evaluation of the in-place pavement sections for specific mix, not result in post-construction pavement failures. The laboratory evaluation showed that for dense-graded
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/research/reports/fdot-bec97-rpt.pdf?sfvrsn=6ab89703_1SP1100200.comm&resp
chi-yu.sheu@dot.state.fl.us Comments: (6-16-17) Removal of flexible pavement material is already, area cleared and grubbed, in addition to the square yardage of pavement, or do we subtract the flexible pavement area from the clearing and grubbing acreage? Secondly, if we start breaking out clearing and grubbing payment for flexible pavement, it could lead to a slippery slope of other assets, the flexible pavement, then it will be included in the per-acre clearing and grubbing item
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2018/january-2018/maintenance/comments-responses/sp1100200-comm-resp.pdf?sfvrsn=a349f110_23530600-724IMPL
353 CONCRETE PAVEMENT SLAB REPLACEMENT. (REV 7-10-23) (FA 10-4-23) (FY 2024-25) ARTICLE 353-6, any Concrete not meeting the plastic property requirements of Section 346. Concrete pavement slab, concrete pavement slab replacement mix designs exceeding 100°F. Acceptance will be based on achieving, designed to occur at specific locations based on the pavement design. All other cracks in the pavement, of the contract, 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/fy-2024-25/review/implemented/3530600-724impl.pdf?sfvrsn=18cb40a7_17100901.impl
710 PAINTED PAVEMENT MARKINGS. (REV 5-10-17) (FA 7-9-17) (1-18) SUBARTICLE 710-9.1 is deleted, , chevrons, and parking spaces. 3. The number of pavement messages, symbols, and arrows. Each arrow, is deleted and the following substituted: 710-11.2 Painted Pavement Markings (Final Surface) : Price and payment for painted pavement markings (final surface) will be full compensation for all applications of painted pavement markings, and all applications and removal of retroreflective pavement
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2018/january-2018/review/implemented/7100901.impl.pdf?sfvrsn=da88745f_0D3300012.do
SURFACE REQUIREMENTS. (REV 4-29-98) (FA 5-26-98) (7-02) ARTICLE 330-12 (of the Supplemental Specifications) is expanded by the addition of the following new Subarticle: 330-12.6 Pavement, t M e t h o d : U p o n c o mpletion of the friction course, the pavement smoothness of each lane, . The smoothness of the pavement will be determined following the straightedging for surface tolerance, [150 m] from each bridge approach pavement or existing pavement that is joined by the new pavement
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2003/january-2003/workbook/d3300012.do.pdf?sfvrsn=711833f7_03500100.impl
and the following substituted: 350-1 Description. ConstructPortland cement concrete pavement in one, . When reinforced cement concrete pavement is specified or required, use concrete reinforced, operations including, but not limited to, width of pavement to be placed, proposed equipment, to protect the pavement from traffic, for a minimum of 14 days after concrete placement, . 5.Amethod for ensuring pavement thickness is met and a consolidation procedure is identified
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2014/july-2014/review/implemented/3500100.impl.pdf?sfvrsn=c2d39a59_09740000D02-122FHWA
Management, Pavements and Materials Engineer Florida Division Office Federal Highway Administration, testing to Patterned Pavement into the Standard Specifications. Please review and transmit your, warnings and patterned pavement. 974-2 Detectable Warnings. Provide detectable warnings, Patterned Pavement. Provide patterned pavement products that produce an adherent, weather, , and Section 523. Patterned pavement installations requiring removal of pavement are not permitted. 974-3.1
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2022/january-2022/review/fhwa/9740000d02-122fhwa.pdf?sfvrsn=5d54584b_2