4650 search results for pavement design
D00403ls
conditions; to provide a safe and functional connection to an existing pavement; to settle documented, with the VECP design
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2002/january-2002/workbook/d00403ls.pdf?sfvrsn=a00f6bd1_0D00403ls.do
conditions; to provide a safe and functional connection to an existing pavement; to settle documented, details consistent with the VECP design
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2003/january-2003/workbook/d00403ls.do.pdf?sfvrsn=e5bf743e_000403LSSP
connection to an existing pavement; to settle documented Contract claims; to make the project, all details consistent with the VECP design
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2005/january-2005/workbook/00403lssp.pdf?sfvrsn=fa58a9d2_05550301.impl
or pavement surface and crown elevation of each facility installed, or installed and placed out, ,anobstructionisencounteredwhichpreventscompletion of the installation in accordance with the design location and specification, and the product
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, Contract-quality plan sheets revised to show all details consistent with the VECP design
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2007/january-2007/workbook/sp0040301ls.pdf?sfvrsn=ac4ba27b_0SP0040100LS
to an existing pavement; to settle documented Contract claims; to make the project functionally, sheets revised to show all details consistent with the VECP design
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2010/january-2010/workbook/sp0040100ls.pdf?sfvrsn=9c3f58d7_0SS9930104
993 OBJECT MARKERS AND DELINEATORS. (REV 7-8-10) (FA 7-16-10) (1-11) SUBARTICLE 993-1.4 (Page 975) is deleted and the following substituted: 993-1.4 Posts: The marker posts shall be of steel or aluminum as shown in the Design Standards or plans. Steel posts shall be 2.5 lb/ft. flanged U-Channel . The U-channel posts shall meet the mechanical requirements of ASTM A 499, Grade 60. Provide U, 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_0SP0040100SLLS
connection to an existing pavement; to settle documented Contract claims; to make the project, details consistent with the Proposal design
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2011/january-2011/workbook/sp0040100slls.pdf?sfvrsn=816377c5_0SP0040100LS
to an existing pavement; to settle documented Contract claims; to make the project functionally, with the Proposal design
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2011/january-2011/workbook/sp0040100ls.pdf?sfvrsn=3c79a2d5_0SS9930104
993 OBJECT MARKERS AND DELINEATORS. (REV 7-8-10) (FA 7-16-10) (1-11) SUBARTICLE 993-1.4 (Page 975) is deleted and the following substituted: 993-1.4 Posts: The marker posts shall be of steel or aluminum as shown in the Design Standards or plans. Steel posts shall be 2.5 lb/ft. flanged U-Channel . The U-channel posts shall meet the mechanical requirements of ASTM A 499, Grade 60. Provide U, 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/2012/january-2012/workbook/ss9930104.pdf?sfvrsn=da491456_0SP0040100LS
connection to an existing pavement; to settle documented Contract claims; to make the project, details consistent with the Proposal design
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2012/january-2012/workbook/sp0040100ls.pdf?sfvrsn=b925119f_0SP0040100SLLS
and functional connection to an existing pavement; to settle documented Contract claims; to make, to show all details consistent with the Proposal design
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2012/january-2012/workbook/sp0040100slls.pdf?sfvrsn=6b56fb2e_0SP0040100LS
and functional connection to an existing pavement; to settle documented Contract claims; to make the project, with the Proposal design
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2013/january-2013/workbook/sp0040100ls.pdf?sfvrsn=4cfcfe3d_0E8V48Addenda001
Roadway Plans Revision 01 (PDF file) Design + engineering data (CADD-REV01.zip file) Pay item, pavement from existing bridge PAY ITEMS + QUANTITIES (AASHTOWare PrP) FPID 448524-1-52-01 CATEGORY
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/tp/lettings/2025/may13/e8v48addenda001.pdf?sfvrsn=52e0239c_1E58D4BidTabs
% Responsive Non-Winning Bid 3 ALEXANDER DESIGN + BUILD, LLC $577,171.00 110.84% Responsive Non, pavement, shoulder gutter, riprap, guardrail reset, and performance sod shoulder treatment, CONTRACTORS, (3) ALEXANDER DESIGN + BUILD, LLC Units ( ) indicates item is bid as Lump Sum 0001 (REWORK, (2) YOROCA ENGINEERING CONTRACTORS, (3) ALEXANDER DESIGN + BUILD, LLC Units ( ) indicates item, 0030 0339 1 MISCELLANEOUS ASPHALT PAVEMENT 180.000 TN 350.00000 63,000.00 220.00000 39,600.00
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/d5/bid-tabs/2025/jun03/e58d4bidtabs.pdf?sfvrsn=e6eefdd7_1fdot-bed25-977-08-sum
, such as human behavior, infrastructure design, and operational challenges. It also highlighted effective countermeasures like signing and pavement markings, quadrant gates, delineators, fencing, geometric
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/research/reports/fdot-bed25-977-08-sum.pdf?sfvrsn=d38341e_1SP0040100MLS-i16301
conditions; to provide a safe and functional connection to an existing pavement; to settle documented, with the Proposal design
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2021/january-2021/maintenance/finalized/sp0040100mls-i16301.pdf?sfvrsn=5cf40b36_3SS4309400
percent of the original design capacity of the pipe or box culvert. Perform desilting operations, to turf, pavement, signs or structures, etc. due to negligence to the satisfaction of the Engineer
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2020/january-2020/maintenance/ss4309400.pdf?sfvrsn=fedc1423_3SP0040100MLS
conditions; to provide a safe and functional connection to an existing pavement; to settle documented, with the Proposal design
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2019/july-2019/maintenance/finalized/sp0040100mls70fdf6d2cb0b4c80a4176abf4de3a266.pdf?sfvrsn=4285b6a2_3SS4309400
percent of the original design capacity of the pipe or box culvert. Perform desilting operations, to turf, pavement, signs or structures, etc. due to negligence to the satisfaction of the Engineer
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2019/july-2019/maintenance/finalized/ss4309400b4ee4377427e48b7b91ea7a495ed3a6b.pdf?sfvrsn=acf34b24_3