7440 search results for Pavement
SS3390300
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
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2014/july-2014/review/internal/9310306.origind.pdf?sfvrsn=a2fe6b13_03530901.resp
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_1Exhibit 230-17a-b
Requirements Pavement Marking See MUTCD For Island NOT TO SCALE 01/01/2024 EXHIBIT 230-17b NOT TO SCALE
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/fdm/2026/exhibit-230-17a-b.pdf?sfvrsn=bdab788b_1D3-01-08-26FuelAllocationReport
ESTIMATED FUEL ALLOCATION DETAIL Proposal No.: E3Z26-R0 Project No.: 42212227264 * Item Year: 13 District: 03 County/Section: Conversion Factors DSL3, GAS3 Gallons Item No. Alt. Unit Pay Item Description Gasoline Diesel Quantity Gasoline Diesel 0339- 1- TN MISCELLANEOUS ASPHALT PAVEMENT 0.0000 2.4685 1.000 0.000 2.469 42212227264 JOB TOTAL: 0.000 2.469 (*) Indicates lead project Page 1 of 1 In preparing bids for this project, the Department of Transportation will make contract price
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/d3/lettings/2026/jan08/d3-01-08-26fuelallocationreport.pdf?sfvrsn=b01cf6fc_1E55D0-R0
, VOLUSIA Road Name: PAVEMENT MARKINGS & RPMs Limits: Midpoint Project(s): 44410017225(*) Federal Aid, ). Intent: The work under this Contract consists of the removal and replacement of pavement markings, ) years of experience in the performance of Pavement Markings, or the Project Superintendent must have, a certificate of prequalification with the Department in "Pavement Markings" will suffice to meet, Proposal: E55D0-R0 ALT Item Description Unit Quantity Section 0001 PAVEMENT STRIPING (LARGE MACHINE) (LM
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/d5/lettings/2026/jan06/e55d0-r0.pdf?sfvrsn=a5f0e148_120250616_452911-1_SR 424 (Edgewater Dr)_75260
to the base. EOP = Edge of Pavement Crack Extent: L= Light; M= Moderate; S= Severe Pavement, = Sand Bituminous Road Mix; NB= No Base Pavement Layer (in.)Base Wheel Path 4.882 SR 424 (Edgewater Drive)4.211 End MP: Orange State of Florida Department of Transportation PAVEMENT EVALUATION
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/materials/pavement/coringdata/d5/75/20250616_452911-1_sr-424-(edgewater-dr)_75260.pdf?sfvrsn=a97093f5_120250528_452864-1_SR 507 (Babcock St)_77080
(%) State of Florida Department of Transportation PAVEMENT EVALUATION AND CONDITION DATA SHEET, full depth crack to the base. EOP = Edge of Pavement Crack Extent: L= Light; M= Moderate; S= Severe Pavement Condition: G= Good; F= Fair; P= Poor Crack Types: A= Alligator; Bl= Block; Br= Branch; SL, Crack Core No.MP Distance from left edge of lane (ft) Lane Wheel Path Comments Pavement Layer, depth crack to the base. EOP = Edge of Pavement Crack Extent: L= Light; M= Moderate; S= Severe
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/materials/pavement/coringdata/d5/77/20250528_452864-1_sr-507-(babcock-st)_77080.pdf?sfvrsn=31ab8fa1_1fm5-541
of Pavement Marking Materials Designation: FM 5-541 Part A – Project Based Testing of Pavement Marking Materials 1. SCOPE This method delineates field testing for evaluating the following pavement marking, -Prescribed Geometry Portable Retroreflectometer meeting the requirements of ASTM E1710. 2.2. Pavement, Thermoplastic (Longitudinal Lines) Measure the thickness using a pavement marking thickness gauge (see, on a pavement joint, take the measurement in a location where the joint is even. The location thickness
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/materials/administration/resources/library/publications/fstm/methods/fm5-541.pdf?sfvrsn=49b251be_8E1X61BidTabs
& resurfacing, shoulder treatment, and pavement markings on SR 15 (US 98) in Okeechobee County from, 0327 70 2 MILLING EXISTING ASPHALT PAVEMENT, 3 1/2" AVG DEPTH 130,900.000 SY 3.25000 425,425.00 3.07000 401,863.00 7.00000 916,300.00 0065 0327 70 6 MILLING EXISTING ASPHALT PAVEMENT, 1 1/2" AVG, 5.65000 147,685.35 3.86000 100,896.54 4.80000 125,467.20 0085 0706 1 3 RAISED PAVEMENT MARKER, PAVEMENT MARKINGS, STANDARD, WHITE, SOLID, 6" 19.386 GM 1,200.00000 23,263.20 1,062.88000 20,604.99
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/d1/bidtabs/2025/may15/e1x61bidtabs.pdf?sfvrsn=72807875_12025FDM915PlanProfile
such as pavement width, medians, paved shoulders, curbs, drainage elements, tapers, turn provisions, , underground and overhead utilities, walls, curbs, pavements, fences, railroads, and bridges, drainage, the limits of pavement and grading at side street intersections. Provide a legend when shading, , and traffic separators. • Dimension the traveled way along the mainline and where pavement, the right edge of pavement with respect to the direction of traffic. Ramp stationing should be increasing
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/fdm/2025/2025fdm915planprofile.pdf?sfvrsn=893d70b1_1