7243 search results for Pavement
3340302.impl
), miscellaneous asphalt pavement, shared use paths, crossovers, gore areas, or any course
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2019/january-2019/review/implemented/3340302.impl.pdf?sfvrsn=2521ea37_09320303.comm
9320303 NONMETALLIC ACCESSORY MATERIALS FOR CONCRETE PAVEMENT AND CONCRETE STRUCTURES COMMENTS FROM INTERNAL/INDUSTRY REVIEW John Westphal 414-4141 john.westphal@dot.state.fl.us Comments: (6-5-17, Internal) 1. Should we call for seven samples of straight bars as there are seven straight bar tests? Response: 2. “representing a random production LOT, per bar size” Response: 3. Three times per project? Response: 4. “bent” Response
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2018/january-2018/review/comments-responses/9320303.comm.pdf?sfvrsn=40eaf0a6_05201201.comm
. The removal of concrete sidewalk, curb and gutter, ditch pavement, etc.. are some of the most
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2017/july-2017/review/comments-responses/5201201.comm.pdf?sfvrsn=f5c561c1_0D6900000
require the removal or disturbance of overlying pavement, curb, grass, or sidewalk, remove such pavement, assemblies, remove the amplifier and the detector pad and its framework from the roadway pavement, with an approved asphaltic concrete mix or concrete pavement mix so as to restore the roadway
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2002/january-2002/workbook/d6900000.pdf?sfvrsn=422902a0_0D6900000.do
or disturbance of overlying pavement, curb, grass, or sidewalk, remove such pavement and subsequently, , remove the amplifier and the detector pad and its framework from the roadway pavement. After removing, asphaltic concrete mix or concrete pavement mix so as to restore the roadway to the satisfaction
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2003/january-2003/workbook/d6900000.do.pdf?sfvrsn=a6bdb551_02870000SS
. ConstructAsphaltTreatedPermeable Base (ATPB) and Outlet Pipe for use under concrete pavement, in accordance, compensation for work specified in this Section, including removal of existing shoulder pavement, ), grouting around and stubbing into existing or proposed drainage structures or ditch pavement; restoration of ditch pavement, sod and other areas disturbed by the Contractor, backfill in place, disposal
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2005/january-2005/workbook/2870000ss.pdf?sfvrsn=d17542aa_00010003SS
. Theportionoftheroadbedimmediately below the base course or pavement, including below the curb and gutter, valley gutter, shoulder and driveway pavement. The subgrade limits ordinarily include those portions, inches [300 mm] below the bottom of the base or pavement and outward to 6 inches [150 mm] beyond the base, pavement, or curb and gutter. Substructure
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2006/january-2006/workbook/0010003ss.pdf?sfvrsn=c9960c7b_02870000SS
. ConstructAsphaltTreatedPermeable Base (ATPB) and Outlet Pipe for use under concrete pavement, in accordance, compensation for work specified in this Section, including removal of existing shoulder pavement, ), grouting around and stubbing into existing or proposed drainage structures or ditch pavement; restoration of ditch pavement, sod and other areas disturbed by the Contractor, backfill in place, disposal
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2006/january-2006/workbook/2870000ss.pdf?sfvrsn=3451f976_09260203.impl
Requirements for Type H Compounds. Epoxiesforstructuralbondingwherebituminous pavement overlays will come
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2016/july-2016/review/implemented/9260203.impl.pdf?sfvrsn=6c9aeaf5_09310101.impl
sliding surface in contact with the pavement slab. The splices shall be spaced not less than 10 feet
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2016/july-2016/review/implemented/9310101.impl.pdf?sfvrsn=4161c124_09710605.resp
9710605 PAVEMENT MARKING MATERIALS COMMENTS FROM INTERNAL/INDUSTRY REVIEW David Villani 678-558-1660 davev@ennisflint.com Comments: (11-19-15) 971-6.5.1 = I the 5 maximum retro with or without drop on glass? 711-4.4 implies black marking get drop on glass 971-10.2, -10.3 and -10.4 = how will compliance be verified? FL DOT lab, independent lab test reports, supplier lab report? 971-10.4.3 = is the 55 initial BPN done with or without drop on material, and is it tested in the lab
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2016/july-2016/review/comments-responses/9710605.resp.pdf?sfvrsn=e4f375cd_07110200.resp
7110200 THERMOPLASTIC PAVEMENT MARKINGS COMMENTS FROM INTERNAL/INDUSTRY REVIEW Gevin McDaniel 850-414-4284 gevin.mcdaniel@dot.state.fl.us Comments: (11-16-15) The term "High Skid Thermoplastic" must be changed to either "High Skid Resistance Thermoplastic" or "High Friction Thermoplastic". Response: Agree, change made. ****************************************************************************** Marshall Douberley 863-519-2382 marshall.douberley@dot.state.fl.us Comments
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2016/july-2016/review/comments-responses/7110200.resp.pdf?sfvrsn=8d199aea_03470204.FHWA
in accordance with 347-5.2. Sidewalk, ditch pavement, slope pavement, Traffic Separator, or curb and gutter, 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/2016/january-2016/review/fhwa/3470204.fhwa.pdf?sfvrsn=61e96a7_09320103.impl
932 NONMETALLICACCESSORYMATERIALS FOR CONCRETE PAVEMENT AND CONCRETE STRUCTURES. (REV4-3-15)(FA4-14-15)(1-16) SUBARTICLE932-1.3.2isdeletedandthefollowingsubstituted: 932-1.3.2 P h y s i c a l R e quirements: Silicone Sealant Type Test Method TypeA TypeB TypeC TypeD Flow ASTMD5893 NoFlow Slump (maximum) ASTM D2202 0.3inches Extrusionrate (minimum) ASTM C1183, Procedure A 20 ml/min 20ml/min 20ml/min 20ml/min Tack-free time at 77 ± 3ºF and 45 to 55% Relative Humidity ASTM
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2016/january-2016/review/implemented/9320103.impl.pdf?sfvrsn=7f36584_00010300Admin.impl
. Theportionoftheroadbedimmediately below the base course or pavement, including below the curb and gutter, valley gutter, shoulder and driveway pavement. The subgrade limits ordinarily include those portions, inches below the bottom of the base or pavement and outward to 6 inches beyond the base, pavement
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2016/january-2016/review/implemented/0010300admin.impl.pdf?sfvrsn=3453285c_00050700.comm
is, we will all feel the negative impacts of earthwork, pavement, or a bridge constructed in the wrong
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2016/january-2016/review/comments-responses/0050700.comm.pdf?sfvrsn=fc4bb538_00050700.resp
is, we will all feel the negative impacts of earthwork, pavement, or a bridge constructed in the wrong
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2016/january-2016/review/comments-responses/0050700.resp.pdf?sfvrsn=44c5f10e_02000100.comm
to the fact that pavement resides above. Moreover, the proximity restrictions (base 5 feet
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2016/january-2016/review/comments-responses/2000100.comm.pdf?sfvrsn=8459f94c_09900500.resp
Retroreflective Pavement Markers – Last sentence states that the manufacturer only needs
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2016/january-2016/review/comments-responses/9900500.resp.pdf?sfvrsn=48a4435_04250000.origind
and cover meet the grade and slope of the pavement surface opened to traffic. 425-6.4 Reinforcing, , to meet the finished grade of the proposed pavement, or if outside of the proposed pavement area, the approval of the Engineer. When adjusting structures in flexible pavement, restore final road
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2015/january-2015/review/internal/4250000.origind.pdf?sfvrsn=1495c47f_0