7241 search results for Pavement
5360025SS
. Blocked out holes or cut holes in the asphalt pavement shall be at least 50% larger than
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2006/january-2006/workbook/5360025ssc6b9dc368be74f229ad1e905ae65247e.pdf?sfvrsn=fada087b_09310101-2.comm2
9310101-2 METAL ACCESSORY MATERIALS FOR CONCRETE PAVEMENT AND CONCRETE STRUCTURES INDUSTRY REVIEW COMMENTS ****************************************************************************** Neil Monkman 239-462-7371 neil.monkman@wrightg.com Comments: (1-19-16) The proposed revision requires reinforcing steel to be from a compliant NTPEP producer. Looking at their website, I do not see any available list of producers nor do I see anything related specifically to reinforcing steel. I
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2016/july-2016/review/comments-responses/9310101-2.comm2.pdf?sfvrsn=5ae51886_07110200.comm
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: ****************************************************************************** Marshall Douberley 863-519-2382 marshall.douberley@dot.state.fl.us Comments: (11-17-15) The added
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2016/july-2016/review/comments-responses/7110200.comm.pdf?sfvrsn=49277436_07000105.resp
for Notification requirement in each of the pavement marking specs. Should we just enter this as a comment
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2016/july-2016/review/comments-responses/7000105.resp.pdf?sfvrsn=828b3ac5_07000105.comm
in each of the pavement marking specs. Should we just enter this as a comment? Response
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2016/july-2016/review/comments-responses/7000105.comm.pdf?sfvrsn=dc44ceec_09700100.origind
Attachment 9700100 All Jobs MATERIALS FOR RAISED RETROREFLECTIVE PAVEMENT MARKERS AND BITUMINOUS ADHESIVE, : 970-1 Raised RetrorReflective Pavement Markers (RPM, pavement markers in accordance with FM 5-566. 970-1.1 Composition: The marker shall consist of materials, Retroreflective Intensity: The Class B retroreflective pavement marker shall retain a minimum coefficient
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2016/january-2016/review/internal/9700100.origind.pdf?sfvrsn=e28a0dd6_02000704.impl
. Test Name Mainline Pavement Lanes, Turn Lanes, Ramps, Parking Lots, Concrete Box Culverts
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2016/january-2016/review/implemented/2000704.impl.pdf?sfvrsn=3b1fc279_03000000.resp
is placed or where it is in the pavement structure. No change made. ******************************************************************************
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2016/january-2016/review/comments-responses/3000000.resp.pdf?sfvrsn=8add5688_09900500.comm
Comments: (date) 990-5 Temporary Retroreflective Pavement Markers – Last sentence states
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2016/january-2016/review/comments-responses/9900500.comm.pdf?sfvrsn=5cb1651a_01020905.FHWA
) - per each per day. Item No. 102- 78- Temporary Retroreflective Pavement Markers - each. Item, - Painted Pavement Markings. Item No. 711- Thermoplastic Traffic Stripes and Markings. SP1020905, No. 102- 78- Temporary Retroreflective Pavement Markers - each. Item No. 102- 81- Crash Cushion, Pavement Markings. Item No. 711- Thermoplastic Traffic Stripes and Markings
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2015/january-2015/review/fhwa/1020905.fhwa.pdf?sfvrsn=2a9efb21_04250000.impl
meet the grade and slope of the pavement surface opened to traffic. 425-6.4 Reinforcing Steel, of the proposed pavement, or if outside of the proposed pavement area, to the finished grade, adjusting structures in flexible pavement, restore final road surface in accordance with the Design
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2015/january-2015/review/implemented/4250000.impl.pdf?sfvrsn=a8e76222_0SS7130100
)Thenumber of pavement messages, symbols and directional arrows, authorized and acceptably applied
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2009/january-2009/workbook/ss7130100.pdf?sfvrsn=fca8d4d1_01600301.impl
approximately parallel to the plane of the proposed finished surface. Constructmainline pavement lanes, turn
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2014/july-2014/review/implemented/1600301.impl.pdf?sfvrsn=dc2e0fef_09320203.impl
932 NONMETALLICACCESSORYMATERIALS FOR CONCRETE PAVEMENT AND C O N C R ETE STRUCTURES. (REV11-15-13)(FA11-26-13)(7-14) SUBARTICLE932-2.3isdeletedandthefollowingsubstituted: 932-2.3 S a m p l i n g : A sampling LOT shall consist of a maximum of 100 bearing pads of a single type of bearing (plain, steel laminates, fabric laminates), of the same design, materials, thickness, and manufacturer, referred to here as “like pads”, delivered to the project site or to an offsite storage facility
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2014/july-2014/review/implemented/9320203.impl.pdf?sfvrsn=78f0f7ac_09140000.impl
such as crushed concrete, roof tiles and asphalt coated base, reclaimed pavement or Fossil Fuel Combustion
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2014/july-2014/review/implemented/9140000.impl.pdf?sfvrsn=af08cdd1_0SS1200800
120 EXCAVATION E M B A N K M E N T . (REV8-5-09)(FA8-13-09)(1-10) SUBARTICLE120-8.1(Page167)isdeletedandthefollowingsubstituted: 120-8.1General: Construct embankments in sections of not less than 300 feet in length or for the full length of the embankment. Perform work in accordance with an approved Quality Control Plan meeting the requirements of 105-3. Forconstructionofmainline pavement lanes, turn lanes, ramps, parking lots, concrete box culverts and retaining wall systems, a LOT
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2010/january-2010/workbook/ss1200800.pdf?sfvrsn=4ed9c17_01101103.resp
1101103 CLEARING AND GRUBBING COMMENTS FROM INTERNAL/INDUSTRY REVIEW Rudy Powell 414-4280 rudy.powell@dot.state.fl.us Comments: (12-12-13) Should this phrase remain with the last paragraph? “When a separate item for Removal of Existing Pavement is provided” Will sometimes a pay item be provided and sometimes not? Response: We do not want to have an option to include the pay item. This was leading to inconsistent use of the pay item, in conflict with the design standards
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2014/july-2014/review/comments-responses/1101103.resp.pdf?sfvrsn=f9921ebd_0SP7450000
the perimeter of the loop on the pavement and routes for lead-in cables. Do not allow the saw cut in the pavement to deviate by more than 1 inch from the chalked line. Ensure that all saw cuts, of rough edges. Perform saw cuts across portland cement concrete pavement expansion joints as detailed, 12 inches of the edge of pavement or curb, at which point they may be placed closer together
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2012/january-2012/workbook/sp7450000.pdf?sfvrsn=ef50c29f_0SS9140000
and asphalt coated base or reclaimed pavement provided the following limits for Organic Content
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2012/january-2012/workbook/ss9140000.pdf?sfvrsn=b4d3978_04250000.impl
installation recommendations so the inner frame and cover meet the grade and slope of the pavement, the limits of the proposed work, to meet the finished grade of the proposed pavement, or if outside of the proposed pavement area, to the finished grade designated on the plans for such structures. 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/2014/january-2014/review/implemented/4250000.impl.pdf?sfvrsn=dc86bf56_0