7247 search results for Pavement
3460202.FHWA2
) I (Pavement) 3,000 2 II (a) 3,400 3 (b) II (Bridge Deck) 4,500 3 (b) III (e) 5,000 3 (b) III, ) (psi) Target Slump Value (inches) (c) (g) STRUCTURAL CONCRETE I (a) 3,000 3 (b) I (Pavement
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2017/january-2017/review/fhwa/3460202.fhwa2.pdf?sfvrsn=db728ad3_03460202.FHWA
Value (inches) (c) (g) STRUCTURAL CONCRETE I (a) 3,000 3 (b) I (Pavement) 3,000 2 II (a) 3,400 3 (b, ) STRUCTURAL CONCRETE I (a) 3,000 3 (b) I (Pavement) 3,000 2 II (a) 3,400 3 (b) II (Bridge Deck
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2017/january-2017/review/fhwa/3460202.fhwa.pdf?sfvrsn=1b1ec47e_0D4300000
in the Contract unit price for the new pipe in place. 430-12.5 Replacing Pavement: The cost of restoring pavement, curb, sidewalk, etc., removed only for the purpose of constructing pipe culvert
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2002/january-2002/workbook/d4300000.pdf?sfvrsn=a7d46ac1_0D4300000.do
will be included in the Contract unit price for the new pipe in place. 430-12.5 Replacing Pavement: The cost of restoring pavement, curb, sidewalk, etc., removed only for the purpose of constructing pipe
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2003/january-2003/workbook/d4300000.do.pdf?sfvrsn=7fdef388_0dchgtab
the inclusion of non- pavement items. Usage note: All Jobs 6-24-02 n/a 1 - 0 3 D 4 4 9 0 000 NewSP.New, - 0 3 D 3 5 2 0 000 N e w S S . R ewrite of Section. Usage note: Jobs with Concrete Pavement
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2003/january-2003/workbook/dchgtab.pdf?sfvrsn=29edf31_0D4300000.do
will be included in the Contract unit price for the new pipe in place. 430-12.5 Replacing Pavement: The cost of restoring pavement, curb, sidewalk, etc., removed only for the purpose of constructing pipe
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2003/january-2003/workbook/d4300000.do8f73ecc5797d441da28c7de19eefbc94.pdf?sfvrsn=5a3801bd_0dchgtab
- Reflective Pavement Markers when pay item for Painted Pavement Markings (Final Surface
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2004/january-2004/workbook/dchgtab.pdf?sfvrsn=a2ed9768_0SS9160000
limestone. Where PG binder is used in mixes containing reclaimed asphalt pavement (RAP, pavement (RAP), the requirements of 334-2.3.4 must also be met. 916-2.2 Sampling and Reporting
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2007/january-2007/workbook/ss9160000.pdf?sfvrsn=a335e9e1_0SS9160000
limestone. Where PG binder is used in mixes containing reclaimed asphalt pavement (RAP, pavement (RAP), the requirements of 334-2.3.4 must also be met. 916-2.2 Sampling and Reporting
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2007/january-2007/workbook/ss9160000bda11593656d40bf8337c29831b74163.pdf?sfvrsn=ad50514e_04130000.impl
dispersing onto open traffic lanes or outside the work area. 413-3.3.3 Pavement Markers: Protect by masking or clean after application, all existing pavement markers affected by the application
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2014/july-2014/review/implemented/4130000.impl.pdf?sfvrsn=4ad26a00_0SS9160000
limestone. Where PG binder is used in mixes containing reclaimed asphalt pavement (RAP, a recycling agent is used in mixes containing reclaimed asphalt pavement (RAP), the requirements
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2009/january-2009/workbook/ss9160000.pdf?sfvrsn=269bd466_0SS9160000
limestone. Where PG binder is used in mixes containing reclaimed asphalt pavement (RAP, agent is used in mixes containing reclaimed asphalt pavement (RAP), the requirements of 334-2.3.4
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2010/january-2010/workbook/ss9160000.pdf?sfvrsn=8d3fb2eb_0chgtab
pavement marking sections by clarifying the signs of failure during the observation period. Usage, and replace with durable waterborne paint and clarify the two types of painted pavement markings
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2010/january-2010/workbook/chgtab.pdf?sfvrsn=e25d948e_0SS3460301
) 1.0 to 6.0 I (Pavement) 3,000 2 1.0 to 6.0 II (a) 3,400 3 (b) 1.0 to 6.0 II (Bridge Deck) 4,500, production I (Pavement) 250 lane ft, or one day’s production, whichever is less II, II (Bridge Deck
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2011/january-2011/workbook/ss3460301.pdf?sfvrsn=8bd48be9_0SS9160000
reclaimed asphalt pavement (RAP), the requirements of 334-2.3.4 must also be met. 916-1.2 Qualified, during loading. Where a recycling agent is used in mixes containing reclaimed asphalt pavement (RAP
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2011/january-2011/workbook/ss9160000.pdf?sfvrsn=fce225b5_0SS9160000
reclaimed asphalt pavement (RAP), the requirements of 334-2.3.4 must also be met. 916-1.2, pavement (RAP), the requirements of 334-2.3.4 must also be met. 916-2.2 Sampling and Reporting
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2012/january-2012/workbook/ss9160000.pdf?sfvrsn=d7d3935b_03340104-723 FHWA
or equal to 5 feet wide), the layer thickness for the upper pavement layer and shoulder must be the same, shoulders (less than or equal to 5 feet wide), the layer thickness for the upper pavement layer
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2023-24/review/fhwa/3340104-723-fhwa.pdf?sfvrsn=4c1ccfc_1D5-06-03-25BSN
0327- 70- 1 MILLING EXISTING ASPHALT PAVEMENT, 1" AVG DEPTH SY 100.000 0327- 70- 6 MILLING EXISTING ASPHALT PAVEMENT, 1 1/2" AVG DEPTH SY 100.000 0334- 1- 13 SUPERPAVE ASPHALTIC CONC, TRAFFIC C TN
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/d5/lettings/2025/jun03/d5-06-03-25bsn.pdf?sfvrsn=bdf25b68_1E8W13Addenda001
LIGHTING CONDUIT 15' DRAINAGE OFFSET EDGE OF PAVEMENT SEE INSERT A INSERT A SUB AREA (0.19 AC, ' LIGHTING 7' UTILITIES OFFSET 15' DRAINAGE OFFSET EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT SUB AREA (0.09 AC) LIGHTING CONDUIT OVERHEAD ELECTRIC (1.34 AC) SELECTIVE CLEARING, 3 0 ) 30' OFFSET 30' OFFSET CONST. SR 405 £ EDGE OF PAVEMENT 10' FENCE OFFSET INSERT A £ SR 405 MAINLINE EDGE OF PAVEMENT 30' OFFSET AND CHAIN LINK FENCE REMOVE EXISTING WOOD 24
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/tp/lettings/2025/may13/e8w13addenda001.pdf?sfvrsn=c93bdefe_1Chapter5s12
locations changed and modified pavement markings (j) All signal details changed during construction, (A) Final Quality Control Roadway Report (QCRR) Asphalt As-Built Pavement Data will be collected on Form
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/construction/manuals/cpam/newcleanchapters/chapter5s12.pdf?sfvrsn=846be428_19