7243 search results for Pavement
6300300-724FHWA
backfilling trenches in existing pavement, use a flowable fill meeting the requirements of Section 121, in existing pavement, use a flowable fill meeting the requirements of Section 121. Provide a standard
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2024-25/review/fhwa/6300300-724fhwa.pdf?sfvrsn=22320645_29970000-122impl
Technical Data Sheet Pressure sensing piezoelectric Pavement Operating Temperature Range Technical, Pressure sensing piezoelectric Pavement Operating Temperature Range Technical Data Sheet Minimum 0°F
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2022/january-2022/review/implemented/9970000-122impl.pdf?sfvrsn=a6e4f79b_29320300-122origind
FOR CONCRETE PAVEMENT AND CONCRETE STRUCTURES. In accordance with Specification Development, 9320300 All Jobs NONMETALLIC ACCESSORY MATERIALS FOR CONCRETE PAVEMENT AND CONCRETE STRUCTURES. (REV
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2022/january-2022/review/internal/9320300-122origind.pdf?sfvrsn=ac62f77e_29970000-122origind
sensing piezoelectric Pavement Operating Temperature Range Technical Data Sheet Minimum 0°F to +150, Pavement Operating Temperature Range Technical Data Sheet Minimum 0°F to +150°F Output Signal Range
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2022/january-2022/review/internal/9970000-122origind.pdf?sfvrsn=56bed450_21100200.origind
utilities, plumbing, foundations, floors, basements, steps, connecting concrete sidewalks or other pavement, pavement breakers, by concrete saws, by chipping hammers, or by hydro-demolition methods. Do not use
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2018/january-2018/review/internal/1100200.origind.pdf?sfvrsn=76b88e46_02850000.origind
. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . S e c t i o n 234 Reclaimed Asphalt Pavement (RAP, Pavement (RAP)* . . . . . . . . . . . . . . . . S e c t i o n 2 8 3 L i merock
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2017/july-2017/review/internal/2850000.origind.pdf?sfvrsn=26f07d3e_0D3000000.do
300 PRIMEANDTACKCOATSFORBASECOURSES. (REV12-19-01)(FA1-14-02)(7-02) SECTION300(Pages217-221)isdeletedandthefollowingsubstituted: SECTION300 PRIMEANDTACKCOATSFORBASECOURSES 300-1Description. Apply bituminous prime coats on previously prepared bases, and apply bituminous tack coats on previously prepared bases and on existing pavement surfaces. 300-2 Materials. 300-2.1 Prime Coat, between 0.02 and 0.08 gal/yd 2 [0.09 and 0.36 L/m 2 ]. For tack coat applied on concrete pavement
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2003/january-2003/workbook/d3000000.do.pdf?sfvrsn=2ec52ed5_0D3000000.do
300 PRIMEANDTACKCOATSFORBASECOURSES. (REV12-19-01)(FA1-14-02)(7-02) SECTION300(Pages217-221)isdeletedandthefollowingsubstituted: SECTION300 PRIMEANDTACKCOATSFORBASECOURSES 300-1Description. Apply bituminous prime coats on previously prepared bases, and apply bituminous tack coats on previously prepared bases and on existing pavement surfaces. 300-2 Materials. 300-2.1 Prime Coat, between 0.02 and 0.08 gal/yd 2 [0.09 and 0.36 L/m 2 ]. For tack coat applied on concrete pavement
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2003/january-2003/workbook/d3000000.do93fc8d0bc99b4c368ebe2fe44d1495cf.pdf?sfvrsn=4c787d65_09320300.origind
t a l l i c Accessory Materials for Concrete Pavement and Concrete Structures. Inaccordance, FOR CONCRETE PAVEMENT AND CONCRETE STRUCTURES. (REV 11-61623-15) The following new Article is added after
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2016/july-2016/review/internal/9320300.origind.pdf?sfvrsn=54cbf504_07410000SP
or equivalent method to outline the perimeter of the sensor on the pavement and routes for lead-in cables. Do not allow the saw cut in the pavement to deviate more than 1 inch [25 mm] from the chalk line
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2005/january-2005/workbook/7410000sp.pdf?sfvrsn=61152c0b_00040100.origind
Pavement, Drives and Walks: Generally adhere to the limits of construction at the beginning and end, to extend the construction in order to make suitable connections to existing pavement, the Engineer
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2016/july-2016/review/internal/0040100.origind.pdf?sfvrsn=2939b0a4_09310101-2.FHWA
. StateConstructionEngineer 9310101.D012 All Jobs METAL ACCESSORY MATERIALS FOR CONCRETE PAVEMENT, All Jobs METAL ACCESSORY MATERIALS FOR CONCRETE PAVEMENT AND CONCRETE STRUCTURES. (REV 2-1-16
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2016/july-2016/review/fhwa/9310101-2.fhwa.pdf?sfvrsn=911a3a2f_05560303.FHWA
profile. Also show the ground or pavement surface and the crown elevation of each facility, by the Engineer, or a roadway centerline profile. Also show the ground or pavement surface and the crown
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2016/july-2016/review/fhwa/5560303.fhwa.pdf?sfvrsn=b4422f44_07410000SP
or equivalent method to outline the perimeter of the sensor on the pavement and routes for lead-in cables. Do not allow the saw cut in the pavement to deviate more than 1 inch [25 mm] from the chalk line
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2006/january-2006/workbook/7410000sp.pdf?sfvrsn=4135dce1_0SP7410000
or equivalent method to outline the perimeter of the sensor on the pavement and routes for lead-in cables. Do not allow the saw cut in the pavement to deviate more than 1 inch from the chalk line
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2007/january-2007/workbook/sp7410000.pdf?sfvrsn=5d651d57_0chgtab
ADDED CHANGED DELETED 6-28-06 7-6-06 1-07 SS1200702 New SS. To include Reclaimed Asphalt Pavement, pavement. Usage note: Jobs with Asphalt 6-22-06 7-21-06 1-07 SS3470501 New SS. To provide clarity
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2007/january-2007/workbook/chgtab.pdf?sfvrsn=ebea6ee8_03470000.origind
is to be removed and replaced in accordance with 347-5.2. Sidewalk, ditch pavement, slope pavement, Traffic
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2016/january-2016/review/internal/3470000.origind.pdf?sfvrsn=33a5ddd0_00040100LSES.FHWA
of construction to meet field conditions; to provide a safe and functional connection to an existing pavement, to an existing pavement; to settle documented Contract claims; to make the project functionally operational
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2016/january-2016/review/fhwa/0040100lses.fhwa.pdf?sfvrsn=5193c636_0SP7410000
or equivalent method to outline the perimeter of the sensor on the pavement and routes for lead-in cables. Do not allow the saw cut in the pavement to deviate more than 1 inch from the chalk line
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2008/january-2008/workbook/sp7410000.pdf?sfvrsn=50cfd323_02000702.FHWA
Verification sampling and tests at a minimum frequency listed in the table below. Mainline Pavement, at a minimum frequency listed in the table below. Mainline Pavement Lanes, Turn Lanes, Ramps, Parking
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2015/january-2015/review/fhwa/2000702.fhwa.pdf?sfvrsn=6811216_0