7243 search results for Pavement
9320101.impl
932 NONMETALLICACCESSORYMATERIALS FOR CONCRETE PAVEMENT AND CONCRETE STRUCTURES. (REV10-14-15)(FA1-11-16)(7-16) SUBARTICLE932-1.1isdeletedandthefollowingsubstituted: 932-1.1.1Certification:TheContractorshallsubmit to the Engineer a certification confirming that the preformed joint filler meets the requirements of this Section. The certification shall conform to the requirements of Section 6. SUBARTICLE 932-1.3.6 is deleted and the following substituted: 932-1.3.6 P r i m e r : When
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2016/july-2016/review/implemented/9320101.impl.pdf?sfvrsn=ba91250b_05550301.impl
or pavement surface and crown elevation of each facility installed, or installed and placed out
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2016/july-2016/review/implemented/5550301.impl.pdf?sfvrsn=2b55532d_0SP0040301LS
connection to an existing pavement; to settle documented Contract claims; to make the project
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2007/january-2007/workbook/sp0040301ls.pdf?sfvrsn=ac4ba27b_01200702.FHWA
of the State Roadway Design Office to prevent the placement of reclaimed asphalt pavement and recycled, of acceptable material including reclaimed asphalt pavement (RAP), reclaimed recycled concrete, feet is required between RCA and metal pipe culverts. Do not use reclaimed asphalt pavement (RAP, Materials: Construct embankments of acceptable material including reclaimed asphalt pavement (RAP
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2016/january-2016/review/fhwa/1200702.fhwa.pdf?sfvrsn=4fdcb9ec_01200702.comm
base due 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/1200702.comm.pdf?sfvrsn=1502fa1c_02000100.resp
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.resp.pdf?sfvrsn=23aa6144_09320103.comm
9320103 NONMETALLIC ACCESSORY MATERIALS FOR CONCRETE PAVEMENT AND CONCRETE STRUCTURES COMMENTS FROM INTERNAL/INDUSTRY REVIEW John Brzuskiewicz 602-276-0476 john.brzuskiewicz@crafco.com Comments: (2-25-15) 1) Tack-free Time: Sealant Type C – From 60 minutes to 180 minutes and, Sealant Type D – From 30 - 60 minutes to 20 – 60 minutes. The proposed changes are reasonable for these types of sealant. Response: 2) Specific Gravity: Sealant Type C – From 1.26 – 1 to 1.1 - 1.5
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2016/january-2016/review/comments-responses/9320103.comm.pdf?sfvrsn=524fb8e5_09320103.resp
9320103 NONMETALLIC ACCESSORY MATERIALS FOR CONCRETE PAVEMENT AND CONCRETE STRUCTURES COMMENTS FROM INTERNAL/INDUSTRY REVIEW John Brzuskiewicz 602-276-0476 john.brzuskiewicz@crafco.com Comments: (2-25-15) 1) Tack-free Time: Sealant Type C – From 60 minutes to 180 minutes and, Sealant Type D – From 30 - 60 minutes to 20 – 60 minutes. The proposed changes are reasonable for these types of sealant. Response: Thank you for your comment. 2) Specific Gravity: Sealant Type C – From 1.26
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2016/january-2016/review/comments-responses/9320103.resp.pdf?sfvrsn=15e75da9_0SS2870000
. 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, trench, 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/2009/january-2009/workbook/ss2870000.pdf?sfvrsn=484ff839_0SS2870000
. 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, trench, 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/2009/january-2009/workbook/ss287000057921505ee9945cd87d34d709252b7b3.pdf?sfvrsn=66cec863_0SP0040100LS
to an existing pavement; to settle documented Contract claims; to make the project functionally
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2010/january-2010/workbook/sp0040100ls.pdf?sfvrsn=9c3f58d7_09250000.FHWA
strip being the neat width of the pavement, with two side strips, will extend beyond the edges of the slab by at least twice the thickness dimension of the pavement, the neat width of the pavement, with two side strips, beyond the edges of the slab by at least twice the thickness dimension of the pavement edge
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2014/july-2014/review/fhwa/9250000.fhwa.pdf?sfvrsn=515826c6_01600301.FHWA
of the proposed finished surface. Constructmainline pavement lanes, turn lanes, ramps, parking lots
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2014/july-2014/review/fhwa/1600301.fhwa.pdf?sfvrsn=dcf2ecc_0SS7150100
, and the cost of restoring cut pavement, sidewalks, sod, and etc., to its original condition. (b)Luminaire
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2010/january-2010/workbook/ss7150100.pdf?sfvrsn=bfbff858_0SS9930104
to generally provide a height of 48 inches above the pavement surface. 993-2.2.2 Color: The post
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2011/january-2011/workbook/ss9930104.pdf?sfvrsn=7143ead8_0SS7150100
and the Design Standards, and the cost of restoring cut pavement, sidewalks, sod, and etc., to its
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2011/january-2011/workbook/ss7150100.pdf?sfvrsn=faef4b82_0SP0040100SLLS
connection to an existing pavement; to settle documented Contract claims; to make the project
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2011/january-2011/workbook/sp0040100slls.pdf?sfvrsn=816377c5_0SP3460902SL
Class Concrete Maximum LOT Size I one day’s production I (Pavement) 250 lane ft, or one day’s
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2011/january-2011/workbook/sp3460902sl.pdf?sfvrsn=cbc59429_0SP0040100LS
to an existing pavement; to settle documented Contract claims; to make the project functionally
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2011/january-2011/workbook/sp0040100ls.pdf?sfvrsn=3c79a2d5_0SS1600302
160 STABILIZING. (REV 5-20-10) (FA 7-12-10) (1-11) SUBARTICLE 160-3.2 (Pages 196 – 197) is deleted and the following substituted: 160-3.2 Application of Stabilizing Material: After substantially completing the roadbed grading operations, determine the type and quantity (if any) of stabilizing material necessary for compliance with the bearing value requirements. Ensure the maximum final quantity of Reclaimed Asphalt Pavement (RAP) in the subgrade area is no more than 25% by volume
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2011/january-2011/workbook/ss1600302.pdf?sfvrsn=f039717e_0