7444 search results for Pavement
9710000-722comm
9710000 Thermoplastic Pavement Markings COMMENTS FROM INTERNAL/INDUSTRY REVIEW Awilda Merced Phone: 352-955-6654 awilda.merced@dot.state.fl.us Comments: (12-8-21 Industry) • Table 971-4 to correct High Index grading requirements and AASHTO designations • Table 971-17 to eliminate % reflective elements requirements (for same reason it was removed from Preformed Thermoplastic, the surface glass and down through to the pavement. It has been my experience that Preformed
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9710000 All Jobs 9710000-722 Thermoplastic Pavement Markings COMMENTS FROM INTERNAL/INDUSTRY REVIEW Awilda Merced Phone: 352-955-6654 awilda.merced@dot.state.fl.us Comments: (12-8-21 Industry) • Table 971-4 to correct High Index grading requirements and AASHTO designations • Table 971-17 to eliminate % reflective elements requirements (for same reason it was removed from Preformed, application being able to deliver heat through the surface glass and down through to the pavement. It has
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2022/july-2022/review/comments-responses/9710000-722resp.pdf?sfvrsn=b2990a6e_23371100-722resp
is 0.075” which is slightly above 1/16”. While for concrete pavement we pay up to an additional, are compensated. This is also more in line with allowable quantity tolerances for concrete pavement and base
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2022/july-2022/review/comments-responses/3371100-722resp.pdf?sfvrsn=f9422529_23390700-722resp
3390700 MISCELLANEOUS ASPHALT PAVEMENT COMMENTS FROM INTERNAL/INDUSTRY REVIEW Deborah Ihsan (954) 777-4387 deborah.ihsan@dot.state.fl.us Comments: (1-18-22, Industry) why are we allowing Misc asphalt to receive a quality bonus, when this asphalt type is typically used as a secondary item to guardrail and any type of mix can be utilized except FC-5, does not require asphalt plant, . This is also more in line with allowable quantity tolerances for concrete pavement and base which pay up
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2022/july-2022/review/comments-responses/3390700-722resp.pdf?sfvrsn=73ee1b08_23340700-722resp
. This is also more in line with allowable quantity tolerances for concrete pavement and base which, . This is also more in line with allowable quantity tolerances for concrete pavement and base which pay
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adjacent to the pavement or along other lines on the gutter cross-section, as directed, (curb and gutter, traffic separators) this does not refer to the pavement’s foundation (i.e
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2022/july-2022/review/comments-responses/5201000-722resp.pdf?sfvrsn=af80534f_2SP0020400-60day-122impl
not guarantee the details pertaining to borings and pavement cores, as shown in the Contract Documents, and pavement core data, where available, and make their own interpretation of the subsoil
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2022/january-2022/review/implemented/sp0020400-60day-122impl.pdf?sfvrsn=60a85866_2SP0020400-122impl
them as necessary. The Department does not guarantee the details pertaining to borings and pavement, indicated. The Bidder shall examine boring and pavement core data, where available, and make
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2022/january-2022/review/implemented/sp0020400-122impl.pdf?sfvrsn=cfc90d4b_29910102-122FHWA
inches. The height of the tubular marker above the pavement surface shall be 36 inches. 9910102 All, of the tubular marker above the pavement surface shall be 36 inches
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and performance lab testing to Patterned Pavement into the Standard Specifications. Please share this proposal, . This section specifies the material requirements for detectable warnings and patterned pavement. 974-2, Safety Yellow 25 – 45 Brick Red 5 – 15 Black 0 – 5 974-3 Patterned Pavement. Provide patterned pavement products that produce an adherent, weather resistant, skid resistant, and wear resistant surface that meets the requirements of this Section, and Section 523. Patterned pavement installations
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Specifications Engineer SUBJECT: Proposed Specification: 7060000 RAISED PAVEMENT MARKERS, adhesive may be used with Raised Pavement Markers in the Standard Specification. This specification, is encouraged. DS/dh Attachment 7060000 All Jobs RAISED PAVEMENT MARKERS AND BITUMINOUS ADHESIVE. (REV 5-5-21) 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
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2022/january-2022/review/internal/7060000-122origind.pdf?sfvrsn=82cfc488_2SP3300802.comm
reconsider. Additionally, 330-9.4.2.3 Unacceptable Pavement: “Repeat this process as necessary until all LOTS have an IRI less than or equal to 95.” The retesting of unacceptable pavement could, : 4) RR--338 – Value Added Pavement There’s nothing covering value added pavement and how it’ll, /Glenn Beck) Response: 2) 300-9.4.2.3 unacceptable Pavement: 10 calendar days notification, Pavement: States Initial Ride Acceptance all LOTS to be less than or equal to 95 IRI…Will the laser
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2018/july-2018/review/comments-responses/sp3300802.comm.pdf?sfvrsn=fef0b586_0SP3500200.resp
SP3500200 CEMENT CONCRETE PAVEMENT – COLORED CONCRETE INTERNAL/INDUSTRY REVIEW COMMENTS ****************************************************************************** Tom Malerk 352-538-7227 tmalerk@fcpa.org Comments: (4-12-16) Remove "a water reducing admixture" in the second sentence. This is a property specific to one pigment manufacturer. Pigment is a finely divided powder, that a separate concrete pavement material requirement be developed for roundabout applications to provide
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2017/january-2017/review/comments-responses/sp3500200.resp.pdf?sfvrsn=541f306b_09700000.origind
Attachment 9700000 All Jobs MATERIALS FOR RAISED RETROREFLECTIVE PAVEMENT MARKERS AND BITUMINOUS, FOR RAISED RETROREFLECTIVE PAVEMENT MARKERS AND BITUMINOUS ADHESIVE 970-1 Raised Retroreflective Pavement Markers (RPM). All raised retroreflective pavement markers shall be one of the products, raised retroreflective pavement markers in accordance with FM 5-566. The marker RPM description, retroreflective pavement markers shall retain a minimum coefficient of luminous intensity for 18
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. Test all pavement lanes and ramps where the width is constant and document all deficiencies, with the Laser Profiler, acceptance for pavement smoothness of the friction course will be based
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2016/july-2016/review/implemented/3300904.impl.pdf?sfvrsn=da57c0ba_0SS3470500
is to be removed and replaced in accordance with 347-5.2. Sidewalk, ditch pavement, slope pavement
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2007/january-2007/workbook/ss3470500.pdf?sfvrsn=d35994a6_0SS3470500
is to be removed and replaced in accordance with 347-5.2. Sidewalk, ditch pavement, slope pavement
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. StateConstructionEngineer 9700100.D01 All Jobs MATERIALS FOR RAISED RETROREFLECTIVE PAVEMENT, and the following substituted: 970-1 Raised RetrorReflective Pavement Markers (RPM, . The Department will test all raised pavement markers in accordance with FM 5-566. 970-1.1 Composition, In-service Service Minimum Retroreflective Intensity: The Class B retroreflective pavement markers, RETROREFLECTIVE PAVEMENT MARKERS AND BITUMINOUS ADHESIVE. (REV 7-22-15) ARTICLE 970-1 is deleted
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2016/january-2016/review/fhwa/9700100.fhwa.pdf?sfvrsn=582099b0_0SS3470500
is to be removed and replaced in accordance with 347-5.2. Sidewalk, ditch pavement, slope pavement
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2008/january-2008/workbook/ss3470500.pdf?sfvrsn=a06d1cd_03300000.comm
: (7-7-15) The examples of the pavement deficiencies at the website provided in Section 330-9.2 are of older pavement and not representative of the texture issues outlined in this section. I recommend
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