7241 search results for Pavement
4250607.origind
the finished grade of the proposed pavement, or if outside of the proposed pavement area, to the finished, asphalt pavement surface layer. Adjust structures to match final roadway surface cross-slope. Use, as diameter and meets the approval of the Engineer. When adjusting structures in flexible pavement
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2018/july-2018/review/internal/4250607.origind.pdf?sfvrsn=6e7bceb_03470501.FHWA
. Sidewalk, ditch pavement, slope pavement, Traffic Separator, or curb and gutter having any, in accordance with 347-5.2. Sidewalk, ditch pavement, slope pavement, Traffic Separator, or curb
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2018/july-2018/review/fhwa/3470501.fhwa.pdf?sfvrsn=8090b38_07091000.impl
709 TWO REACTIVE COMPONENTS PAVEMENT MARKINGS. (REV 10-27-17) (FA 1-4-18) (7-18) ARTICLE 709-10 is deleted and the following substituted: 709-10 Method of Measurement. The quantities, authorized and acceptably applied, under this Section will be paid as follows: 1. The length, in gross miles, of solid, 10’-30’ skip, and 3’-9’ dotted, 6’-10’ dotted, 2’-2’ dotted, and 2’-4’ dotted lines. 2. The area, in square feet, for removal of existing markings acceptably removed. Payment
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2018/july-2018/review/implemented/7091000.impl.pdf?sfvrsn=830b1f29_01201201.FHWA
pavement, curb, sidewalk, structures, etc. 3. Shape the bottom of conveyance ditches so that the ditch impounds no water. 4. When the work does not include construction of base or pavement, shape, adjacent pavement, curb, sidewalk, structures, etc. 3. Shape the bottom of conveyance ditches so that the ditch impounds no water. 4. When the work does not include construction of base or pavement
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2018/january-2018/review/fhwa/1201201.fhwa.pdf?sfvrsn=37e17fd5_00070703.impl
. The Engineer may require the Contractor to protect the pavement or Roadway at the crossing by using lumber
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2018/january-2018/review/implemented/0070703.impl.pdf?sfvrsn=fe8ab1b0_07100901.comm
7100901 PAINTED PAVEMENT MARKINGS COMMENTS FROM INTERNAL/INDUSTRY REVIEW D5 Construction 386-943-5347 Comments: (6-13-17) 710-9.1 Submittal Instructions: Since you are stating that "(in decimal form)" Comment: How many decimal places do you want to see? Response: ****************************************************************************** Brannon Chatwood D3 - Midway Operations Comments: (6-15-17) The Procedure reads: 710-9.1 Submittal Instructions: Prepare a certification
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2018/january-2018/review/comments-responses/7100901.comm.pdf?sfvrsn=8fe539bf_03531002.impl
353 CONCRETE PAVEMENT SLAB REPLACEMENT. (REV 10-27-16) (FA 12-23-16) (7-17) SUBARTICLE 353-10.2 is deleted and the following substituted: 353-10.2 Maturity Method Testing: Use a maturity curve to estimate the strength of the concrete for opening to traffic for each day of production. Embed temperature sensors at mid- depth in the slab, at 6 inches from the leading edge of the transverse joint and at 6 inches from the longitudinal joint or at locations designated by the Engineer
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2017/july-2017/review/implemented/3531002.impl.pdf?sfvrsn=cac722f1_00090201.resp
, and so on". Response: The highlighted language below was repeated in some of the pavement
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2017/january-2017/review/comments-responses/0090201.resp.pdf?sfvrsn=1778dbda_03340700.resp
Number, and so on". Response: The highlighted language below was repeated in some of the pavement
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2017/january-2017/review/comments-responses/3340700.resp.pdf?sfvrsn=ff433f23_03410803.resp
of the pavement Specifications. The intent of the language has not been changed; we are only removing
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2017/january-2017/review/comments-responses/3410803.resp.pdf?sfvrsn=6c14814a_0D3270001.do
MILLING OF EXISTING ASPHALT PAVEMENT. (REV 8-31-99) (FA 2-14-00) (1-01) ARTICLE 327-1 (of the Supplemental Specifications). 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
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2003/january-2003/workbook/d3270001.do.pdf?sfvrsn=6b91b94d_0D2830000.do
. Constructabasecoursecomposed of reclaimed asphalt pavement (RAP) material. Use RAP material as a base, . ObtaintheRAPmaterial by either milling or crushing an existing asphalt pavement. Use material so, . WhentheRAPmaterial is from a Department project and the composition of existing pavement is known, the final pavement on the adjacent traveled roadway. 283-4 Compacting and Finishing Base. 283-4.1
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2003/january-2003/workbook/d2830000.do.pdf?sfvrsn=ca46666b_0D7040000.do
-reflectiveandreflectiveceramic pavement markers which appear on the Qualified Products List, affect the bond of the adhesive to the pavement, using a method approved by the Engineer, the markers to the pavement. Donotplacemarkers when the pavement surface temperature is lower than 60ºF, the pavement surface but sits on an adhesive “cushion”. C.Theadhesivewillbeforcedoutandaroundtheentireedgesandcornersofthemarker, when the marker is pressed onto the pavement. Remove any excess adhesive
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2003/january-2003/workbook/d7040000.do.pdf?sfvrsn=518b5d83_0D9310002.do
931 METAL A C C E S S O R Y M A T E R IALS FOR CONCRETE PAVEMENT AND CONCRETE STRUCTURES - CERTIFICATION. (REV11-27-00)(FA3-20-01)(1-02) SUBARTICLE931-2.1(Pages853and854)isexpandedasfollows: TheContractorshallprovide the Engineer a certified test report from the manufacturer of the sheet metal bottom strips confirming that the requirements of this Section are met. The certified test report shall conform to the requirements of Section 6 and include test results for thickness, dimension
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2003/january-2003/workbook/d9310002.do.pdf?sfvrsn=69ff72d0_0D3270001.do
MILLING OF EXISTING ASPHALT PAVEMENT. (REV 8-31-99) (FA 2-14-00) (1-01) ARTICLE 327-1 (Page 226). 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 229). The text is deleted
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2004/january-2004/workbook/d3270001.do.pdf?sfvrsn=676ae038_06110231SS
611 ACCEPTANCEOFSIGNAL INSTALLATIONS -SUBMITTAL REQUIREMENTS. (REV1-14-03)(FA3-22-04)(1-05) SUBARTICLE611-2.3.1(Page680)isdeletedandthefollowingsubstituted: 611-2.3.1SubmittalRequirements:Submit three sets of as-built plans for review by the Engineer on reproductions of the original 11 by 17 inch sheets. Record all as-built information using block lettering or typed text to ensure legibility. Signing and pavement marking plan sheets may be used instead of signalization plan sheets
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2005/january-2005/workbook/6110231ss3cb380bfb5f7490695dbad403f378ff2.pdf?sfvrsn=20deab3_03530302.FHWA
All Jobs CONCRETE PAVEMENT SLAB REPLACEMENT. (REV 11-4-15) SUBARTICLE 353-3.2 is deleted, , by either a cylinder test report or a printed maturity meter monitoring record. Protect the pavement, being utilized for required maintenance of traffic. 3530302 All Jobs CONCRETE PAVEMENT SLAB, meter monitoring record. Protect the pavement from all traffic, including construction vehicles
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2016/july-2016/review/fhwa/3530302.fhwa.pdf?sfvrsn=bb2883f8_03270001SP
MILLING OF EXISTING ASPHALT PAVEMENT. (REV 8-31-99) (FA 2-14-00) (1-01) ARTICLE 327-1 (Page 226). 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 229). The text
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2006/january-2006/workbook/3270001sp.pdf?sfvrsn=5afc9036_07110000SS
, state, and local authorities. 711-4 Application. 711-4.1 General: Remove existing pavement markings, at least 2 inches [50 mm] from any longitudinal joints of Portland cement concrete pavement, . Applythermoplastic material to the pavement either by spray, extrusion or other means approved, ), will have a thickness of 0.10 to 0.15 inch [2.5 to 4.0 mm] when measured above the pavement surface, ] when measured above the pavement surface at the edge of the traffic stripe or marking. 711-4.2.2
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2006/january-2006/workbook/7110000ss.pdf?sfvrsn=e13d1ab8_03530302.impl
, by either a cylinder test report or a printed maturity meter monitoring record. Protect the pavement
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2016/july-2016/review/implemented/3530302.impl.pdf?sfvrsn=f1baac60_0