7211 search results for Pavement
9320000-723comm
9320000 Nonmetallic Accessory Materials for Concrete Pavement and Concrete Structures COMMENTS FROM INTERNAL/INDUSTRY REVIEW ****************************************************************************** Ernest J Duffoo, P.E. Ernie.Duffoo@dot.state.fl.us (954) 934-1112 Comments: (6-24-22 Industry) Under: Justification: Why does the existing language need to be changed: Please verify if compoiste is spelled correctly. Response: ******************************************************************************
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2023-24/review/comments-responses/9320000-723comm.pdf?sfvrsn=f47e1833_29710104-122impl
971 PAVEMENT MARKING MATERIALS (REV 6-7-21) (FA 8-4-21) (1-22) SUBARTICLE 971-1.4 is deleted and the following substituted: 971-1.4 Approved Product List (APL): All pavement marking materials shall be one of the products listed on the Department’s Approved Product List (APL). Manufacturers, standard thermoplastic and profiled thermoplastic pavement marking materials in accordance with FM, of the pavement marking material.
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2022/january-2022/review/implemented/9710104-122impl.pdf?sfvrsn=b5eefd75_2E1X61
, and pavement markings on SR 15 (US 98) in Okeechobee County from SE 30th Terrace to the Martin County Line, - LITTER REMOVAL AC 240.000 0107- 2- MOWING AC 235.630 0327- 70- 2 MILLING EXISTING ASPHALT PAVEMENT, 3 1/2" AVG DEPTH SY 130,900.000 0327- 70- 6 MILLING EXISTING ASPHALT PAVEMENT, 1 1/2" AVG DEPTH SY, PERFORMANCE TURF, SOD SY 26,139.000 0706- 1- 3 RAISED PAVEMENT MARKER, TYPE B EA 2,079.000 0710- 11-101 PAINTED PAVEMENT MARKINGS, STANDARD, WHITE, SOLID, 6" GM 19.386 0710- 11-124 PAINTED PAVEMENT MARKINGS
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/d1/lettings/2025/may15/e1x61.pdf?sfvrsn=a8af7d21_14130303.impl
413 SEALING CRACKS AND CONCRETE STRUCTURE SURFACES (REV 10-16-17) (FA 12-13-17) (7-18) SUBARTICLE 413-3.3.3 is deleted and the following substituted: 413-3.3.3 Raised Pavement Markers (RPMs): Protect by masking or clean after application, all existing RPMs affected by the application of the methacrylate. Alternatively, remove and replace such RPMs as indicated in the Contract Documents
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2018/july-2018/review/implemented/4130303.impl.pdf?sfvrsn=5afa2c96_07100401.comm
7100401 PAINTED PAVEMENT MARKINGS (FINAL SURFACE) COMMENTS FROM INTERNAL/INDUSTRY REVIEW District Three Comments: (Industry, 07-27-17) Will the second application on the rumble striping be separated or be included within the LS price for Final Surface Markings? Should this be stated? Response: ******************************************************************************
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2018/january-2018/review/comments-responses/7100401.comm.pdf?sfvrsn=dfd5f834_0D3270004.DO
MILLING EXISTING ASPHALT PAVEMENT. (REV 12-1-93) (7-00) ARTICLE 327-2 (of the Supplemental Specifications) is expanded by the following: Forthisproject,remove the existing asphalt from bridge decks and approach slabs using a motor grader in lieu of a milling machine. Ensurethattheremoval method does not damage the underlying deck and approach slab surfaces or joints
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2003/january-2003/workbook/d3270004.do.pdf?sfvrsn=d8c7cc39_0D3270004.DO
MILLING OF EXISTING ASPHALT PAVEMENT. (REV 12-1-93) (7-00) ARTICLE 327-2 (Pages 226 and 227) is expanded by the following: Forthisproject,remove the existing asphalt from bridge decks and approach slabs using a motor grader in lieu of a milling machine. Ensurethattheremoval method does not damage the underlying deck and approach slab surfaces or joints
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2004/january-2004/workbook/d3270004.do.pdf?sfvrsn=ea2e4e3d_03270004SP
MILLING OF EXISTING ASPHALT PAVEMENT. (REV 12-1-93) (7-00) ARTICLE 327-2 (Pages 226 and 227) is expanded by the following: Forthisproject,remove the existing asphalt from bridge decks and approach slabs using a motor grader in lieu of a milling machine. Ensurethattheremoval method does not damage the underlying deck and approach slab surfaces or joints
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2005/january-2005/workbook/3270004sp.pdf?sfvrsn=9a16c68e_07110500.comm
7110500 THERMOPLASTIC PAVEMENT MARKINGS COMMENTS FROM INTERNAL/INDUSTRY REVIEW Karen Byram 414-4353 karen.byram@dot.state.fl.us Comments: (12-1-15) The second sentence should be expanded to state: At the time of notification, submit a certification, in accordance with Section 6, to the Engineer with the APL number and the batch/LOT numbers of the thermoplastic and glass spheres to be used. Response: ******************************************************************************
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2016/july-2016/review/comments-responses/7110500.comm.pdf?sfvrsn=447048e8_07100600.comm
7100600 PAINTED PAVEMENT MARKINGS COMMENTS FROM INTERNAL/INDUSTRY REVIEW Karen Byram 414-4353 karen.byram@dot.state.fl.us Comments: (12-1-15) The second sentence should be expanded to state: At the time of notification, submit a certification, in accordance with Section 6, to the Engineer with the APL number and the batch or LOT numbers of the paint and glass spheres to be used. Response: ******************************************************************************
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2016/july-2016/review/comments-responses/7100600.comm.pdf?sfvrsn=1bf4109_0SP3270200
MILLING OF EXISTING ASPHALT PAVEMENT. (REV 12-1-93) (7-00) ARTICLE 327-2 (Pages 241 and 242) is expanded by the following: Forthisproject,remove the existing asphalt from bridge decks and approach slabs using a motor grader in lieu of a milling machine. Ensurethattheremoval method does not damage the underlying deck and approach slab surfaces or joints
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2007/january-2007/workbook/sp3270200.pdf?sfvrsn=a9ef136_03530302.resp
3530302 CONCRETE PAVEMENT SLAB REPLACEMENT COMMENTS FROM INTERNAL/INDUSTRY REVIEW Dee Kane dee.kane@edeliveryservicesllc.com Comments: (12-9-15) 353-10.1: First paragraph, last sentence. Who are they to submit the documentation to? Response: Please see Article 1-3, definition for “Engineer”. No change made. ******************************************************************************
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2016/july-2016/review/comments-responses/3530302.resp.pdf?sfvrsn=8f3de2b4_0SP3270200
MILLING OF EXISTING ASPHALT PAVEMENT. (REV 12-1-93) (7-00) ARTICLE 327-2 (Pages 241 and 242) is expanded by the following: Forthisproject,remove the existing asphalt from bridge decks and approach slabs using a motor grader in lieu of a milling machine. Ensurethattheremoval method does not damage the underlying deck and approach slab surfaces or joints
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2008/january-2008/workbook/sp3270200.pdf?sfvrsn=f89d38a2_03270000.resp
3270000 MILLING OF EXISTING ASPHALT PAVEMENT COMMENTS FROM INTERNAL/INDUSTRY REVIEW Art Berger FDOT, Legal Comments: (6-22-15) Suggest the following edit: Response: Specification Section 105-8.2 already requires the contractor to, “Make copies of the completed forms available for the Department to review daily unless otherwise required in the specifications.” No change made. ******************************************************************************
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2016/january-2016/review/comments-responses/3270000.resp.pdf?sfvrsn=9f42795c_07100401.resp
7100401 PAINTED PAVEMENT MARKINGS COMMENTS FROM INTERNAL/INDUSTRY REVIEW Dean Perkins 414-4359 dean.perkins@dot.state.fl.us Comment: (5-14-14) Not sure what the added language means. I recommend clarifying a little more. Response: Discussed with Dean. No changes made. ******************************************************************************
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2015/january-2015/review/comments-responses/7100401.resp.pdf?sfvrsn=d878e03_0SP3270200
MILLING OF EXISTING ASPHALT PAVEMENT. (REV 12-1-93) (7-00) ARTICLE 327-2 (Pages 241 and 242) is expanded by the following: Forthisproject,remove the existing asphalt from bridge decks and approach slabs using a motor grader in lieu of a milling machine. Ensurethattheremoval method does not damage the underlying deck and approach slab surfaces or joints
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2009/january-2009/workbook/sp3270200.pdf?sfvrsn=979a13ea_03501702.impl
:Forcleaningandsealingjointsinneworexistingconcrete pavement, the quantity to be paid will be the length in feet, as determined by field measurement along the joints. Forcleaningandsealingrandom cracks in existing concrete pavement, under: Item No. 350- 3- PlainCement Concrete Pavement - per square yard. Item No. 350- 4- ReinforcedCement Concrete Pavement - per square yard. Item No. 350- 5- CleaningandSealingJoints-perfoot
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2014/july-2014/review/implemented/3501702.impl.pdf?sfvrsn=61f9ba81_0SP3270200
MILLING OF EXISTING ASPHALT PAVEMENT. (REV 12-1-93) (1-10) ARTICLE 327-2 (Pages 247 and 248) is expanded by the following: For this project, remove the existing asphalt from bridge decks and approach slabs using a motor grader in lieu of a milling machine. Ensure that the removal method does not damage the underlying deck and approach slab surfaces or joints
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2011/january-2011/workbook/sp3270200.pdf?sfvrsn=8fae050e_09310102.comm
9310102 METAL ACCESSORY MATERIALS FOR CONCRETE PAVEMENT AND CONCRETE STRUCTURES COMMENTS FROM INTERNAL/INDUSTRY REVIEW Gevin J. McDaniel, P.E. Senior Structures Design Engineer Comment: (10-17-13) The ASTM requirements should only be listed in Section 931. All other sections should refer to 931 instead of the ASTM. Response: ******************************************************************************
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2014/july-2014/review/comments-responses/9310102.comm.pdf?sfvrsn=c9e808fe_09310306.comm
9310306 METAL ACCESSORY MATERIALS FOR CONCRETE PAVEMENT AND CONCRETE STRUCTURES. COMMENTS FROM INTERNAL/INDUSTRY REVIEW Charles Boyd 414-4275 charles.boyd@dot.state.fl.us Comments: (9-18-13, Internal) Is the primer applied before or after the assembly is cast into the pavement? If it, will be embedded into the pavement. If it is applied afterwards, there likely will be some corrosion right where the assembly exits the pavement. I'm not exactly sure what this detail looks like (Index
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2014/july-2014/review/comments-responses/9310306.comm.pdf?sfvrsn=56511653_0