7241 search results for Pavement
7100401-724origind
? 2.Whatfinancialimpactdoesthechangehave;projectcost,payitemstructure,orconsultantfees? 7100401-724 All Jobs Assoc 711 PAINTED PAVEMENT, Painted Pavement Markings (Final Surface): On concrete surfaces or newly constructed asphalt, the painted pavement markings (final surface) will include one application of standard paint applied, installations where the pavement marking is placed within the grinding, apply a second application of standard
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2024-25/review/internal/7100401-724origind.pdf?sfvrsn=eae5c8b9_29310203-722comm
9310203 Metal Accessory Materials for Concrete Pavement and Concrete Structures COMMENTS FROM INTERNAL/INDUSTRY REVIEW Karen Byram Work Phone: 850-414-4353 E-Mail: karen.byram@dot.state.fl.us Comments: (Industry 11-23-21) Section 931-3.1 does not contain the necessary information to submit an application to the APL. I recommend that the second paragraph be deleted and the following language be added in its place: 'Manufacturers seeking evaluation of their product shall submit
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2022/july-2022/review/comments-responses/9310203-722comm.pdf?sfvrsn=65e569b1_27060000-122FHWA
PAVEMENT MARKERS AND BITUMINOUS ADHESIVE. Dear Mr. Nguyen: We are submitting, for your approval, Townsend to clarify that epoxy adhesive may be used with Raised Pavement Markers in the Standard, 7060000D01 All Jobs RAISED PAVEMENT MARKERS AND BITUMINOUS ADHESIVE. (REV 5-56-23-21) SECTION 706 is deleted and replaced by the following: SECTION 706 RAISED PAVEMENT MARKERS AND BITUMINOUSMARKER ADHESIVE 706-1 Description. Place rRaised pavement markers (RPMs) and adhesive , which upon
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2022/january-2022/review/fhwa/7060000-122fhwa.pdf?sfvrsn=4264ba67_21200094SS
. Maintainthe required density until the base or pavement is placed on the subgrade
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2005/january-2005/workbook/1200094ss.pdf?sfvrsn=1e997852_01200094SS
. Maintainthe required density until the base or pavement is placed on the subgrade
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2005/january-2005/workbook/1200094ssdb427b93a7a24aaf9706f5cab642fa90.pdf?sfvrsn=3ef44abc_07010100.comm
7010100 PROFILED THERMOPLASTIC PAVEMENT MARKINGS COMMENTS FROM INTERNAL/INDUSTRY REVIEW Missy Hollis 414-4182 Melissa.Hollis@dot.state.fl.us Comments: (11-12-15, Internal) This change goes against the Bulletins from last year. The spec was written to coordinate with the bulletin guidance. Why are we not standing with our policy/bulletin guidance? Response: ****************************************************************************** D3 Maintenance Comments: (12-18-15) Design
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2016/july-2016/review/comments-responses/7010100.comm.pdf?sfvrsn=ba2b9e06_0SP3270100
MILLING OF EXISTING ASPHALT PAVEMENT. (REV 8-31-99) (FA 2-14-00) (1-01) ARTICLE 327-1 (Page 241). The third paragraph is deleted and the following substituted: ForthisContract,theDepartment will retain ownership of _____ of the milled material. Haul and stockpile the material to remain the property of the Department at the location shown on the plans. The Contractor will take ownership of any milled material not to be retained by the Department. ARTICLE 327-6 (Page 244). The text
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2007/january-2007/workbook/sp3270100.pdf?sfvrsn=f7bb9680_0SS3390300
339 MISCELLANEOUSASPHALTPAVEMENT-FOUNDATIONSANDSOIL TREATMENT. (REV7-19-07)(FA7-31-07)(1-08) ARTICLE339-3(Page299)isdeletedandthefollowingsubstituted: 339-3FoundationandSoilTreatment. Shapethesoilinareaswherepavement is to be constructed, to a surface true to the lines, grades and typical cross-sections shown in the plans. Compact the soil to a firm state. Immediately before placing the pavement, uniformly apply a pre-emergent herbicide in accordance with the requirements of 7-1.7
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2008/january-2008/workbook/ss3390300e5d9d2e53e1b47c39890930011e3c260.pdf?sfvrsn=2b2a3a41_0SS3390300
339 MISCELLANEOUSASPHALTPAVEMENT-FOUNDATIONSANDSOIL TREATMENT. (REV7-19-07)(FA7-31-07)(1-08) ARTICLE339-3(Page299)isdeletedandthefollowingsubstituted: 339-3FoundationandSoilTreatment. Shapethesoilinareaswherepavement is to be constructed, to a surface true to the lines, grades and typical cross-sections shown in the plans. Compact the soil to a firm state. Immediately before placing the pavement, uniformly apply a pre-emergent herbicide in accordance with the requirements of 7-1.7
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2008/january-2008/workbook/ss3390300.pdf?sfvrsn=4e891ffb_01021004.resp
1021004 All Jobs 1021004 MAINTENANCE OF TRAFFIC – TEMPORARY RETROREFLECTIVE PAVEMENT MARKERS (RPM) COMMENTS FROM INTERNAL/INDUSTRY REVIEW Paul Gentry Comments: (6-15-15, Internal) 102-10.4 Temporary RPM says “Install all markers in accordance with the manufacturer’s recommendations….” The below 990-5.2.4 Adhesion says butyl rubber and other approved adhesive. The same applies here as to the below comment I made for 990. Response: Comment pertains to Section 990 and 990 comment
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2016/january-2016/review/comments-responses/1021004.resp.pdf?sfvrsn=bedf5a58_0SS3390300
339 MISCELLANEOUSASPHALTPAVEMENT-FOUNDATIONSANDSOIL TREATMENT. (REV7-19-07)(FA7-31-07)(1-08) ARTICLE339-3(Page299)isdeletedandthefollowingsubstituted: 339-3FoundationandSoilTreatment. Shapethesoilinareaswherepavement is to be constructed, to a surface true to the lines, grades and typical cross-sections shown in the plans. Compact the soil to a firm state. Immediately before placing the pavement, uniformly apply a pre-emergent herbicide in accordance with the requirements of 7-1.7
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2009/january-2009/workbook/ss3390300.pdf?sfvrsn=262ea6ca_0SP3270100
MILLING OF EXISTING ASPHALT PAVEMENT. (REV 8-31-99) (FA 2-14-00) (1-10) ARTICLE 327-1 (Page 247). The third paragraph is deleted and the following substituted: ForthisContract,theDepartment will retain ownership of _____ of the milled material. Haul and stockpile the material to remain the property of the Department at the location shown on the plans. The Contractor will take ownership of any milled material not to be retained by the Department. ARTICLE 327-6 (Page 250). The text
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2010/january-2010/workbook/sp3270100.pdf?sfvrsn=dd20b77d_09310306.FHWA
1 0 3 0 6 M e t a l A c c e s s o r y M a t e r i a l s f o r C o ncrete Pavement and Concrete, assemblies for joints in concrete pavement. Please review and transmit your comments, if any, within, . StateConstructionEngineer 9310306 All Jobs METAL ACCESSORY MATERIALS FOR CONCRETE PAVEMENT AND CONCRETE, with the manufacturer’s recommendations. 9310306 All Jobs METAL ACCESSORY MATERIALS FOR CONCRETE PAVEMENT
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2014/july-2014/review/fhwa/9310306.fhwa.pdf?sfvrsn=2eeaba45_09310306.origind
ORIGINATION FORM Date: 9-18-2013 Originator: Barry E. Smith Contact Information: 850-414-4776 barry.smith@dot.state.fl.us Specification Title: Metal Accessory Materials For Concrete Pavement, Accessory Materials for Concrete Pavement and Concrete Structures. In accordance with Specification, to clarify coating requirements for metal dowel bar assemblies for joints in concrete pavement, PAVEMENT AND CONCRETE STRUCTURES. (REV 9-1819-13) SUBARTICLE 931-3.6 is deleted and the following
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3530901 CONCRETE PAVEMENT SLAB REPLACEMENT COMMENTS FROM INTERNAL/INDUSTRY REVIEW Scheer, Daniel 850-414-4130 Comment: (10-8-13) Recommend we modify 353-11 with the following: 353-11 Method of Measurement. The pay quantity, calculated using field-measured horizontal dimensions and thickness of the removed slab, will be the volume, in cubic yards, of calculated concrete volume placed and accepted determined by calculation. The quantity will be calculated using field-measured
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2014/july-2014/review/comments-responses/3530901.resp.pdf?sfvrsn=b1e5aa95_01250902.FHWA
of base under asphalt pavement, below concrete pavement, or below unpaved ground, exceeds 15 inches, the bottom of base under asphalt pavement, below concrete pavement, or below unpaved ground
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2014/january-2014/review/fhwa/1250902.fhwa.pdf?sfvrsn=56aeb81_0102-120RL
or Rigid Pavement for Roadside Safety Low Profile Barrier Portable Temporary 6 ' - 0 " O f f s, with the exception that miscellaneous asphalt pavement in accordance present, construct 2" Asphalt Pad using 2. ASPHALT PAD: Where existing pavement is not can only be used on flexible or rigid pavement. 1
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2024/errata/102-120rl.pdf?sfvrsn=4f8c518_2102-120RL
or Rigid Pavement for Roadside Safety Low Profile Barrier Portable Temporary 6 ' - 0 " O f f s, with the exception that miscellaneous asphalt pavement in accordance present, construct 2" Asphalt Pad using 2. ASPHALT PAD: Where existing pavement is not can only be used on flexible or rigid pavement. 1
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2025/errata/102-120rl26dac42d-fa7f-48f9-9aa0-c6400d140413.pdf?sfvrsn=290ef261_2102-120RL
or Rigid Pavement for Roadside Safety Low Profile Barrier Portable Temporary 6 ' - 0 " O f f, with the exception that miscellaneous asphalt pavement in accordance present, construct 2" Asphalt Pad using 2. ASPHALT PAD: Where existing pavement is not can only be used on flexible or rigid pavement. 1
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2026/errata/102-120rl.pdf?sfvrsn=34daf0f5_220240313_450594-1_SR 9 (I-95)_70225
6.4 LR 12.8 - - - - F 6 24.003 5.0 IR - - 2.5 2.5 LR 8.8 - - - - P Pavement Ripples 7 24.598 7.0 R1, - 1.0 5.7 6.7 LR 12.0 - - - - F 12 24.504 5.5 IL - - 1.8 1.8 LR 8.7 - - - - P Pavement Ripples 13, PAVEMENT EVALUATION AND CONDITION DATA SHEET 450594-1 Michael S. & J. Wilkes (Intertek-PSI) 3/12/2024, Pavement Layer (in.) Remarks: Crack Depth of "B" indicates full depth crack to the base. EOP = Edge of Pavement In lieu of MP for Ramp Cores, Location Distance Measured in Feet from Ramp Gore
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/materials/pavement/coringdata/d5/70/20240313_450594-1_sr-9-(i-95)_70225.pdf?sfvrsn=3ade7344_1