2773 search results for mot
SP3270200
MILLING OF EXISTING ASPHALT PAVEMENT - EQUIPMENT. (REV 12-1-93) (1-18) ARTICLE 327-2 is expanded by the following: For this project, remove the existing asphalt from bridge decks and approach slabs using a motor grader in lieu of a milling machine. Ensure that the removal method does not damage the underlying deck and approach slab surfaces or joints
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2018/january-2018/workbook/sp3270200.pdf?sfvrsn=5754f19e_0SP3270200
MILLING OF EXISTING ASPHALT PAVEMENT. (REV 12-1-93) (7-17) ARTICLE 327-2 is expanded by the following: For this project, remove the existing asphalt from bridge decks and approach slabs using a motor grader in lieu of a milling machine. Ensure that the removal method does not damage the underlying deck and approach slab surfaces or joints
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2017/july-2017/workbook/sp3270200.pdf?sfvrsn=494de9d8_0SP3270200
MILLING OF EXISTING ASPHALT PAVEMENT. (REV 12-1-93) (1-17) ARTICLE 327-2 is expanded by the following: For this project, remove the existing asphalt from bridge decks and approach slabs using a motor grader in lieu of a milling machine. Ensure that the removal method does not damage the underlying deck and approach slab surfaces or joints
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2017/january-2017/workbook/sp3270200.pdf?sfvrsn=e4796d5e_0D3270004.DO
MILLING EXISTING ASPHALT PAVEMENT. (REV 12-1-93) (7-00) ARTICLE 327-2 (of the Supplemental Specifications) is expanded by the following: Forthisproject,remove the existing asphalt from bridge decks and approach slabs using a motor grader in lieu of a milling machine. Ensurethattheremoval method does not damage the underlying deck and approach slab surfaces or joints
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2003/january-2003/workbook/d3270004.do.pdf?sfvrsn=d8c7cc39_0D3270004.DO
MILLING OF EXISTING ASPHALT PAVEMENT. (REV 12-1-93) (7-00) ARTICLE 327-2 (Pages 226 and 227) is expanded by the following: Forthisproject,remove the existing asphalt from bridge decks and approach slabs using a motor grader in lieu of a milling machine. Ensurethattheremoval method does not damage the underlying deck and approach slab surfaces or joints
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2004/january-2004/workbook/d3270004.do.pdf?sfvrsn=ea2e4e3d_03270004SP
MILLING OF EXISTING ASPHALT PAVEMENT. (REV 12-1-93) (7-00) ARTICLE 327-2 (Pages 226 and 227) is expanded by the following: Forthisproject,remove the existing asphalt from bridge decks and approach slabs using a motor grader in lieu of a milling machine. Ensurethattheremoval method does not damage the underlying deck and approach slab surfaces or joints
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2005/january-2005/workbook/3270004sp.pdf?sfvrsn=9a16c68e_0SP3270200
MILLING OF EXISTING ASPHALT PAVEMENT. (REV 12-1-93) (7-00) ARTICLE 327-2 (Pages 241 and 242) is expanded by the following: Forthisproject,remove the existing asphalt from bridge decks and approach slabs using a motor grader in lieu of a milling machine. Ensurethattheremoval method does not damage the underlying deck and approach slab surfaces or joints
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2007/january-2007/workbook/sp3270200.pdf?sfvrsn=a9ef136_0SP3270200
MILLING OF EXISTING ASPHALT PAVEMENT. (REV 12-1-93) (7-00) ARTICLE 327-2 (Pages 241 and 242) is expanded by the following: Forthisproject,remove the existing asphalt from bridge decks and approach slabs using a motor grader in lieu of a milling machine. Ensurethattheremoval method does not damage the underlying deck and approach slab surfaces or joints
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2008/january-2008/workbook/sp3270200.pdf?sfvrsn=f89d38a2_0SP3270200
MILLING OF EXISTING ASPHALT PAVEMENT. (REV 12-1-93) (7-00) ARTICLE 327-2 (Pages 241 and 242) is expanded by the following: Forthisproject,remove the existing asphalt from bridge decks and approach slabs using a motor grader in lieu of a milling machine. Ensurethattheremoval method does not damage the underlying deck and approach slab surfaces or joints
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2009/january-2009/workbook/sp3270200.pdf?sfvrsn=979a13ea_0SP3270200
MILLING OF EXISTING ASPHALT PAVEMENT. (REV 12-1-93) (1-10) ARTICLE 327-2 (Pages 247 and 248) is expanded by the following: For this project, remove the existing asphalt from bridge decks and approach slabs using a motor grader in lieu of a milling machine. Ensure that the removal method does not damage the underlying deck and approach slab surfaces or joints
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2011/january-2011/workbook/sp3270200.pdf?sfvrsn=8fae050e_0SP3270200
MILLING OF EXISTING ASPHALT PAVEMENT. (REV 12-1-93) (1-10) ARTICLE 327-2 (Pages 247 and 248) is expanded by the following: For this project, remove the existing asphalt from bridge decks and approach slabs using a motor grader in lieu of a milling machine. Ensure that the removal method does not damage the underlying deck and approach slab surfaces or joints
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2012/january-2012/workbook/sp3270200.pdf?sfvrsn=364a180b_0SP3270200
MILLING OF EXISTING ASPHALT PAVEMENT. (REV 12-1-93) (1-13) ARTICLE 327-2 (Page 248) is expanded by the following: For this project, remove the existing asphalt from bridge decks and approach slabs using a motor grader in lieu of a milling machine. Ensure that the removal method does not damage the underlying deck and approach slab surfaces or joints
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2013/january-2013/workbook/sp3270200.pdf?sfvrsn=2b4c1e0a_0SP3270200
MILLING OF EXISTING ASPHALT PAVEMENT. (REV 12-1-93) (1-14) ARTICLE 327-2 (Page 250) is expanded by the following: For this project, remove the existing asphalt from bridge decks and approach slabs using a motor grader in lieu of a milling machine. Ensure that the removal method does not damage the underlying deck and approach slab surfaces or joints
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2014/january-2014/workbook/sp3270200.pdf?sfvrsn=9def49cb_0102-600IndReviewPkg
than 10 MPH, reduce the speed in 10 MPH 3. Do not use this detail in conjunction with the Motorist, sufficient to permit proper response by the motorist to the flagging The flagger must be clearly visible, should be signed clearly over their entire length so that motorists can EXTENDED DISTANCE ADVANCE, in the higher Signs may be required on any type roadway, but particularly be considered on a motorist, . Warning Sign sequence as the second most immediate sign from the (A) A STAY IN YOUR LANE (MOT-1-06
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/irr/2026/102-600indreviewpkg.pdf?sfvrsn=2688f5d2_1102-600FHWAReviewPkg
than 10 MPH, reduce the speed in 10 MPH 3. Do not use this detail in conjunction with the Motorist, sufficient to permit proper response by the motorist to the flagging The flagger must be clearly visible, should be signed clearly over their entire length so that motorists can EXTENDED DISTANCE ADVANCE, in the higher Signs may be required on any type roadway, but particularly be considered on a motorist, . Warning Sign sequence as the second most immediate sign from the (A) A STAY IN YOUR LANE (MOT-1-06
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/irr/2026/102-600fhwareviewpkg.pdf?sfvrsn=1ae72457_1102-600FHWAApproved
than 10 MPH, reduce the speed in 10 MPH 3. Do not use this detail in conjunction with the Motorist, proper response by the motorist to the flagging The flagger must be clearly visible to approaching, clearly over their entire length so that motorists can EXTENDED DISTANCE ADVANCE WARNING SIGN range (45, be required on any type roadway, but particularly be considered on a motorist to bring, sequence as the second most immediate sign from the (A) A STAY IN YOUR LANE (MOT-1-06) sign shall be added
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/irr/2026/102-600fhwaapproved.pdf?sfvrsn=a736f258_1102-600IntReviewPkg
than 10 MPH, reduce the speed in 10 MPH 3. Do not use this detail in conjunction with the Motorist, sufficient to permit proper response by the motorist to the flagging The flagger must be clearly, should be signed clearly over their entire length so that motorists can EXTENDED DISTANCE ADVANCE, in the higher Signs may be required on any type roadway, but particularly be considered on a motorist, . Warning Sign sequence as the second most immediate sign from the (A) A STAY IN YOUR LANE (MOT-1-06
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/irr/2026/102-600intreviewpkg.pdf?sfvrsn=cf055d86_1Diane Gollhofer Accomplishments - DRB 2024
leadership, partnering, motivational, and communication skills as evidenced by the successful
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/construction/constadm/drb/resume/diane-gollhofer-accomplishments---drb-2024.pdf?sfvrsn=34e29be0_1Concept Papers
] CTW - Drug-Impaired Driving [Traffic Tech] CTW - Motorcyclists [Traffic Tech] CTW - Pedestrians, to Top Sample Concept Papers Sample Impaired Driving concept paper Sample Motorcycle Safety concept
https://www.fdot.gov/Safety/grants/grants-conceptpapers.shtm9970000-724origind
Speed/Classification Unit, Weigh-In- Motion Unit, and Non-motorized Data Collection Unit. Data, piezoelectric axle sensors, microwave radar, and non-motorized sensorsvideo data collection, ) 51-7 wire. 997-2.2 3 Class II Piezoelectric Axle Sensor and Non-Motorized Sensor: In-Roadway Class, Sheet NEMA TS-2-2016, Section 3. Table 997-6 Physical Characteristics, Non-Motorized Infrared Sensor, . 997-3 4 TMS Weight Vehicle Sensors (In-RoadwayWeight for Motorized Vehicle Data Collection
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2024-25/review/internal/9970000-724origind.pdf?sfvrsn=490b8690_1