7209 search results for Pavement
7130403-722impl
713 PERMANENT TAPE PAVEMENT MARKINGS. (REV 11-16-21) (FA 2-7-22) (7-22) SUBARTICLE 713-4.3 is deleted and the following substituted: 713-4.3 Retroreflectivity: Apply white and yellow pavement markings that will attain an initial retroreflectivity of not less than 450 mcd/lx·m 2 for white markings and not less than 350 mcd/lx·m 2 for yellow markings. Black pavement markings must have, approved form and submit to the Engineer, the retroreflectivity of white and yellow pavement markings
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2022/july-2022/review/implemented/7130403-722impl.pdf?sfvrsn=432fb097_27110401.impl
711 THERMOPLASTIC PAVEMENT MARKINGS. (REV 5-24-18) (FA 7-16-18) (1-19) SUBARTICLE 711-4.1 is deleted and the following substituted: 711-4.1 General: Remove existing pavement markings such that scars or traces of removed markings will not conflict with new pavement markings by a method approved by the Engineer. Cost for removing conflicting pavement markings during maintenance of traffic operations to be included in Maintenance of Traffic, Lump Sum. Before applying pavement markings
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2019/january-2019/review/implemented/7110401.impl.pdf?sfvrsn=8a028fcd_0D7130041.do
713 PREFORMED PAVEMENT STRIPES AND MARKINGS. (REV9-17-01)(FA12-19-01)(7-02) SUBARTICLE713-4.1(Page789)isexpandedbythefollowing: Apply striping to the same tolerances in dimensions and alignment specified in 710-5
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2003/january-2003/workbook/d7130041.do.pdf?sfvrsn=36d9b584_07130041SS
713 PREFORMED PAVEMENT STRIPES AND MARKINGS. (REV9-17-01)(FA12-19-01)(7-02) SUBARTICLE713-4.1(Pages758and759)isexpandedbythefollowing: Applystripingtothesame tolerances in dimensions and alignment specified in 710-5
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2005/january-2005/workbook/7130041ss.pdf?sfvrsn=221aeb8a_09710104.impl
971 PAVEMENT MARKING MATERIALS. (REV10-30-15)(FA1-18-16)(7-16) SUBARTICLE971-1.4isdeletedandthefollowingsubstituted: 971-1.4ApprovedProductList(APL): All pavement marking materials shall be one of the products listed on the Department’s Approved Product List (APL). Manufacturers seeking, pavement marking materials in accordance with FM 5-541, Part B. A notation of the number of coats, , this will be the minimum criteria for application of the pavement marking material
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2016/july-2016/review/implemented/9710104.impl.pdf?sfvrsn=66b94e0a_03270000.comm
3270000 MILLING OF EXISTING ASPHALT PAVEMENT COMMENTS FROM INTERNAL/INDUSTRY REVIEW Art Berger FDOT, Legal Comments: (6-22-15) Suggest the following edit: Response: ******************************************************************************
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2016/january-2016/review/comments-responses/3270000.comm.pdf?sfvrsn=e745c714_09700100.comm
9700100 MATERIALS FOR RAISED RETROREFLECTIVE PAVEMENT MARKERS AND BITUMINOUS ADHESIVE COMMENTS FROM INTERNAL/INDUSTRY REVIEW Art Berger Comments: (6-29-15) Response: ******************************************************************************
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2016/january-2016/review/comments-responses/9700100.comm.pdf?sfvrsn=79072d2c_01020509-724IMPL
is deleted and the following substituted: 102-5.9 Conflicting Pavement Markings: Remove all existing pavement markings (paint, tape, thermoplastic, raised pavement markers, etc.) that conflict, method, other than paint or sprayed asphalt, approved by the Engineer to remove existing pavement markings. Remove conflicting pavement markings using a method that will not damage the surface texture of the pavement and which will eliminate the previous marking pattern regardless of weather
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2024-25/review/implemented/1020509-724impl.pdf?sfvrsn=ad5a12f0_15240100-722impl
524 CONCRETE DITCH AND SLOPE PAVEMENT. (REV 11-23-21) (FA 1-10-22) (7-22) ARTICLE 524-1 is deleted and the following substituted: 524-1 Description. Construct concrete pavement in the flow, filter fabric under all concrete ditch pavement. ARTICLE 524-9 is deleted and the following substituted: 524-9 Method of Measurement. 524-9.1 Concrete Ditch and Slope Pavement: The quantities to be paid for Concrete Ditch Pavement and Concrete Slope Pavement will be the plan quantity, in square
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2022/july-2022/review/implemented/5240100-722impl.pdf?sfvrsn=1b3010f0_2SP3340203-122FHWA
Construction Engineer SP3340203 Use with any project where pavement coring reports are provided, and the following substituted: 334-2.3.4 Pavement Coring Report: When the Contract includes milling of the existing asphalt pavement, the Pavement Coring Report may be available on the Department’s website.This Contract includes removal and/or milling of the existing asphalt pavement. The Pavement Coring, /pavement/coringdata/default.shtm SP3340203 Use with any project where pavement coring reports
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2022/january-2022/review/fhwa/sp3340203-122fhwa.pdf?sfvrsn=b9f37b1_29700000.resp
9700000 MATERIALS FOR RAISED RETROREFLECTIVE PAVEMENT MARKERS AND BITUMINOUS ADHESIVE COMMENTS FROM INTERNAL/INDUSTRY REVIEW Maria Connolly 954-934-1209 maria.connolly@dot.state.fl.us Comments: (11-20-15) 970-1 Retroreflective Pavement Markers (RPM): Suggest changing "The Department will test all retroreflective pavement markers in accordance with FM 5-566." to "The Department will test all RPMs in accordance with FM 5-566." Response: Agree. Change made ******************************************************************************
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2016/july-2016/review/comments-responses/9700000.resp.pdf?sfvrsn=bc3f57f1_0SS5240200
524 CONCRETE DITCH AND SLOPE PAVEMENT. (REV 8-13-09) (10-6-09) (7-10) ARTICLE 524-2 (PAGE 657, of Measurement. 524-9.1 Concrete Ditch and Slope Pavement: The quantities to be paid for Concrete Ditch Pavement and Concrete Slope Pavement will be the plan quantity, in square yards, completed and accepted. Where the plans show headers or cut-off walls at the end or edge of the pavement, the volume of the additional thickness of pavement that constitutes the headers, calculated in accordance with plan
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2011/january-2011/workbook/ss5240200.pdf?sfvrsn=dfcaf8bd_0SS5240200
524 CONCRETE DITCH AND SLOPE PAVEMENT. (REV 8-13-09) (10-6-09) (7-10) ARTICLE 524-2 (Page 657, . 524-9.1 Concrete Ditch and Slope Pavement: The quantities to be paid for Concrete Ditch Pavement and Concrete Slope Pavement will be the plan quantity, in square yards, completed and accepted. Where the plans show headers or cut-off walls at the end or edge of the pavement, the volume of the additional thickness of pavement that constitutes the headers, calculated in accordance with plan
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2012/january-2012/workbook/ss5240200.pdf?sfvrsn=c5733c6b_0SS3300000
and construction requirements for hot mix asphalt (including warm mix asphalt) pavements and bases, will be monitored: pavement density, mix temperature, pavement smoothness, pavement cross-slope, mix spread rate, and pavement texture, including methods for monitoring pavement segregation, . Pavement Density: Monitor the pavement temperature with an infrared temperature device so that compaction is completed before the surface temperature of the pavement drops to the extent that effective
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2012/january-2012/workbook/ss3300000.pdf?sfvrsn=b50a1d01_09320103FHWA
: 9320103 Nonmetallic Accessory Materials For Concrete Pavement and Concrete Structures Dear Mr. Holt, Engineer NONMETALLIC ACCESSORY MATERIALS FOR CONCRETE PAVEMENT AND CONCRETE STRUCTURES (REV 5-7-25, , used in sealing horizontal and vertical joints in cement concrete pavements and bridges (i.e., concrete pavements and bridges (i.e., concrete-concrete joints). Tooling is not normally required. Type, (including joints on moderate slopes) in cement concrete pavements and bridges (i.e., concrete
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2026-27/review/fhwa/9320103fhwa.pdf?sfvrsn=41b8dd13_1FDOTSS4ReleaseNotes-512222691
and Pavement Marking Auditory & Vibratory Levels In Roadway Design > Plan Features > Rumble, to “Valid thru 6/30/2018” to match BOE. In Pavement Markings > Thermoplastic > Standard category, “Profiled” category previously under “Pavement Markings > Thermoplastic” and renamed to “Profiled Thermoplastic” under the “Pavement Markings > Thermoplastic > Standard > Audible & Vibratory Treatments, : Pavement markings for audible and vibratory treatments for arterials and collectors are now placed
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/cadd/downloads/archived-documentations/fdotss4releasenotes-512222691.pdf?sfvrsn=bbe003eb_220231102_428947-1_SR 40_79100
of the pavement. Usually, pavements that have been resurfaced within 6 years and does not have significant, of Transportation PAVEMENT EVALUATION AND CONDITION DATA SHEET MS/JW (PSI) Highway Sect. No: 79100 Remarks: Crack Depth of "B" indicates full depth crack to the base. EOP = Edge of Pavement Core No.MP Distance from left edge of lane (ft.) Lane Wheel Path Pavement Layer (in.)BaseCrack, = Severe Pavement Condition: G= Good; F= Fair; P= Poor Crack Types: A= Alligator; Bl= Block; Br
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/materials/pavement/coringdata/d5/79/20231102_428947-1_sr-40_79100.pdf?sfvrsn=51329361_13270301.comm
3270301 Milling of Existing Asphalt Pavement COMMENTS FROM INTERNAL/INDUSTRY REVIEW Bob Schafer Bob.Schafer@rangerconstruction.com Comment: (9-11-13) I like it. I’ve been talking to Rich Hewitt for three years about some relief on standard plan language of “repave same day, as is. There are particular bases and pavements that would require asphalt to be placed the same, to the pavement structure, potential claims or construction delays. I estimate between 50% and 75
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2014/july-2014/review/comments-responses/3270301.comm.pdf?sfvrsn=a88c38ae_07140000-724FHWA
Specification: 7140000 Green-Colored Pavement Markings. Associated with Proposed Specification, Developmental Specification) Green-Colored Pavement Markings to the Standard Specifications. Please review, PAVEMENT MARKINGS. (REV 9-26-23) The following new Section is added: SECTION 714 GREEN-COLORED PAVEMENT MARKINGS 714-1 Description. Apply new green-colored pavement markings in accordance, -Colored Pavement Marking Materials . . . . . . . . . . . . . . . . . . Section 974 *Use products
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2024-25/review/fhwa/7140000-724fhwa.pdf?sfvrsn=5fde31da_15230100-122impl
523 PATTERNED PAVEMENT. (REV 6-8-21) (FA 7-28-21) (1-22) SECTION 523 is deleted and the following substituted: SECTION 523 PATTERNED PAVEMENT 523-1 Description. Patterned pavement is defined as a post applied surface marking overlay to either the pavement surface or to an imprinted pavement surface. Vehicular traffic areas are defined as areas subject to vehicles within the traveled, Materials. Use patterned pavement products approved for use in vehicular and non-vehicular areas
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2022/january-2022/review/implemented/5230100-122impl4c23ca864b8644d588b0f504941499a2.pdf?sfvrsn=f2a58ef1_2