7444 search results for Pavement
9700000.resp
9700000 Materials for Retroreflective Pavement Markers and Bituminous Adhesive COMMENTS FROM INTERNAL/INDUSTRY REVIEW Gevin McDaniel (850) 414-4284 Comments: (Internal, 11-1-17) We are fine with Karen’s changes except for the addition of “Class B” into 970-3 and 970-4 shown below: Response: Class B has to be there because the sections do not apply to Type D products. KB ****************************************************************************** Dan Hurtado (850) 414-4130
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2018/july-2018/review/comments-responses/9700000.resp.pdf?sfvrsn=c5f6f12_07100901.resp
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: Percentages should be rounded to 2 decimal places. No change made. ****************************************************************************** Brannon Chatwood D3 - Midway Operations Comments: (6-15-17) The Procedure
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2018/january-2018/review/comments-responses/7100901.resp.pdf?sfvrsn=712c535d_05210800.comm
of concrete sidewalk, curb and gutter, ditch pavement, etc.. are some of the most overrun items we use
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2017/july-2017/review/comments-responses/5210800.comm.pdf?sfvrsn=a2d86351_05221000.comm
of these items. 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/5221000.comm.pdf?sfvrsn=d8e207b8_07060400.comm
7060400 RETROREFLECTIVE PAVEMENT MARKERS AND BITUMINOUS ADHESIVE INTERNAL/INDUSTRY REVIEW COMMENTS ****************************************************************************** Elizabeth Birriel 921-7361 elizbeth.birriel@dot.state.fl.us Comments: (8-2-16) 706-4 Application. “Install RPMs in accordance with Design Standards, Index Nos. 17345 and 17352. Place the RPMs with the reflective face perpendicular to a line parallel to the applicable roadway marking.” I don’t think
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2017/july-2017/review/comments-responses/7060400.comm.pdf?sfvrsn=70637001_07060400.resp
7060400 RETROREFLECTIVE PAVEMENT MARKERS AND BITUMINOUS ADHESIVE INTERNAL/INDUSTRY REVIEW COMMENTS ****************************************************************************** Elizabeth Birriel 921-7361 elizbeth.birriel@dot.state.fl.us Comments: (8-2-16, Internal) 706-4 Application. “Install RPMs in accordance with Design Standards, Index Nos. 17345 and 17352. Place the RPMs with the reflective face perpendicular to a line parallel to the applicable roadway marking.” I don’t
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2017/july-2017/review/comments-responses/7060400.resp.pdf?sfvrsn=af8dd2d7_03501800.origind
Roadway Design Office to define a new pay item for Concrete Pavement for Roundabout Apron, is encouraged. DH/ot Attachment 3501800 All Jobs CEMENT CONCRETE PAVEMENT. (REV 9-9-153-144-8-16, under: Item No. 350- 3- PlainCement Concrete Pavement - per square yard. Item No. 350- 4- ReinforcedCement Concrete Pavement - per square yard. Item No. 350- 5- CleaningandSealingJoints-perfoot
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2017/january-2017/review/internal/3501800.origind.pdf?sfvrsn=6df7441c_0D9700003.do
In-service Minimum Reflective Intensity: The Class B reflective pavement marker shall retain
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2003/january-2003/workbook/d9700003.do.pdf?sfvrsn=dc32f2b7_07010100.origind
l e d T h e r m o p l a s t i c Pavement Markings. Inaccordance with Specification Development, is encouraged. DS/dt Attachment 7010100 All Jobs PROFILED THERMOPLASTIC PAVEMENT MARKINGS, creating a raised profile marking. Apply profiled thermoplastic pavement markings to concrete pavement
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2016/july-2016/review/internal/7010100.origind.pdf?sfvrsn=1ded4389_03300904.FHWA2
by straightedging. Test all pavement lanes and ramps where the width is constant and document all deficiencies, as not suitable for test with the Laser Profiler, acceptance for pavement smoothness of the friction, and accepted by straightedging. Test all pavement lanes and ramps where the width is constant, as not suitable for test with the Laser Profiler, acceptance for pavement smoothness of the friction
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2016/july-2016/review/fhwa/3300904.fhwa2.pdf?sfvrsn=91f6e9b4_03300904.FHWA
profiler will be tested and accepted by straightedging. Test all pavement lanes and ramps where, , acceptance for pavement smoothness of the friction course will be based on verified QC measurements using, by the laser profiler will be tested and accepted by straightedging. Test all pavement lanes and ramps where, are noted in 330-9.4.6.2 as not suitable for test with the Laser Profiler, acceptance for pavement
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2016/july-2016/review/fhwa/3300904.fhwa.pdf?sfvrsn=29f2fdac_07010100.resp
7010100 PROFILED THERMOPLASTIC PAVEMENT MARKINGS COMMENTS FROM INTERNAL/INDUSTRY REVIEW Missy Hollis 414-4182 Melissa.Hollis@dot.state.fl.us Comments: (11-12-15, Internal) This change goes against the Bulletins from last year. The spec was written to coordinate with the bulletin guidance. Why are we not standing with our policy/bulletin guidance? Response: A couple of the Districts had concerns with rumble striping on two lane which did not have paved shoulders. The MOT
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2016/july-2016/review/comments-responses/7010100.resp.pdf?sfvrsn=67f2299f_03470201.resp
Cement Concrete – NS: "Recycled Asphalt Pavement (RAP) may replace up to 20% of the total aggregate
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2016/july-2016/review/comments-responses/3470201.resp.pdf?sfvrsn=850e52aa_03470201.comm
) 3470201 Portland Cement Concrete – NS: "Recycled Asphalt Pavement (RAP) may replace up to 20
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2016/july-2016/review/comments-responses/3470201.comm.pdf?sfvrsn=8ac13be7_0SS3301102
Surface Requirements. 330-12.1 General: Construct a smooth pavement with good surface texture, of the roadway unless approved by the Engineer. 330-12.3 Cross Slope: Construct a pavement surface with cross, otherwise by the Engineer) to obtain an accurate transverse slope of the pavement surface. 330-12.3.1QualityControlRequirements:Measurethecrossslopeofthe pavement surface by placing the measuring device, the pavement cross slope at any time by taking cross slope measurements as described above. TheEngineermay
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2008/january-2008/workbook/ss330110260fc7996ce284b82b612e92aeeabfb2e.pdf?sfvrsn=e53ef7c_0SS3301102
Surface Requirements. 330-12.1 General: Construct a smooth pavement with good surface texture, of the roadway unless approved by the Engineer. 330-12.3 Cross Slope: Construct a pavement surface with cross, otherwise by the Engineer) to obtain an accurate transverse slope of the pavement surface. 330-12.3.1QualityControlRequirements:Measurethecrossslopeofthe pavement surface by placing the measuring device, the pavement cross slope at any time by taking cross slope measurements as described above. TheEngineermay
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2008/january-2008/workbook/ss3301102.pdf?sfvrsn=a601fd9c_0SP2000702SL
ROCK BASE – ACCEPTANCE PROGRAM. (REV 9-16-09) (FA 11-9-09) (7-10) SUBARTICLE 200-7.2.2 (Pages 208 and 209) is deleted and the following substituted: 200-7.2.2 Frequency: Conduct QC sampling and testing at a minimum frequency listed in the table below. The Engineer will perform Verification sampling and tests at a minimum frequency listed in the table below. Mainline Pavement Lanes, Turn Lanes, Ramps, Parking Lots, Concrete Box Culverts and Retaining Wall Systems Test Name Quality
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2011/january-2011/workbook/sp2000702sl.pdf?sfvrsn=ba13feb2_0SS3340000
334 SUPERPAVE ASPHALT CONCRETE. (REV 7-29-10) (FA 8-16-10) (1-11) SECTION 334 (Pages 265-291) is deleted and the following substituted: SECTION 334 SUPERPAVE ASPHALT CONCRETE 334-1 Description. 334-1.1 General: Construct a Superpave Asphalt Concrete pavement with the type of mixture specified in the Contract, or when offered as alternates, as selected. Superpave mixes are identified as Type SP-9.5, Type SP-12.5 or Type SP-19.0. Meet the requirements of Section 320 for plant
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2011/january-2011/workbook/ss3340000.pdf?sfvrsn=3beb14eb_0SS9310101
931 METAL ACCESSORY MATERIALS FOR CONCRETE PAVEMENT AND CONCRETE STRUCTURES. (REV 3-26-10) (FA 5-26-10) (1-11) SUBARTICLE 931-1.1 (Page 875) is deleted and the following substituted: 931-1.1 Steel Bars: Unless otherwise shown in the plans, billet steel bars for concrete reinforcement shall conform to the requirements of ASTM A-615 Grade 60 except that the process of manufacture will not be restricted. For processes not included in ASTM A-615 the phosphorus content will be limited
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2011/january-2011/workbook/ss9310101.pdf?sfvrsn=719d0c4d_0SP2000702SL
ROCK BASE – ACCEPTANCE PROGRAM. (REV 9-16-09) (FA 11-9-09) (7-10) SUBARTICLE 200-7.2.2 (Pages 208 and 209) is deleted and the following substituted: 200-7.2.2 Frequency: Conduct QC sampling and testing at a minimum frequency listed in the table below. The Engineer will perform Verification sampling and tests at a minimum frequency listed in the table below. Mainline Pavement Lanes, Turn Lanes, Ramps, Parking Lots, Concrete Box Culverts and Retaining Wall Systems Test Name Quality
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2012/january-2012/workbook/sp2000702sl.pdf?sfvrsn=3aecb5d1_0