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Florida TIM Newsletter - June 2023
Center Pompano Beach, FL 33069 8/17/23 9:30 - 11 AM 5 I-95 North (Volusia/Flagler) Quarterly TIM, , at approximately 10:30 AM, a truck tractor/flatbed semitrailer combination was traveling southbound, slamming on his brakes, two Duke metal/concrete poles broke loose from the tie- downs on the flatbed, of the truck tractor and out of the front window before coming to final rest. The truck tractor/flatbed, of the poles remaining in the cab. » The truck tractor/flatbed semitrailer combination was hauling
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/traffic/cvotim/tim/newletters/florida-tim-newsletter---june-2023.pdf?sfvrsn=e49b440_14501105.FHWA
operation, cut the exposed strands to required length, using an oxygen flame or mechanical cutting device, of 1/16 inch, and forming a vertical flat plane at the end of the beam without deviations, to required length, using an oxygen flame or mechanical cutting device. Do not use electric arc, thickness of the epoxy coating must be a minimum of 1/16 inch and form a vertical flat plane without
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2015/january-2015/review/fhwa/4501105.fhwa.pdf?sfvrsn=31c1febe_0SS9710000
, A2 40 75 Impact Resistance ASTMD256,MethodA 1.0N·m - FlashPoint ASTMD92 475ºF - *Thedurometer, * ShoreDurometer, A2 5 30 Impact Resistance ASTMD256,MethodA 1.0N·m - FlashPoint ASTMD92 475ºF, ASTMD2240* ShoreDurometer, A2 65 - Impact Resistance ASTMD256,MethodA 1.0N·m - FlashPoint ASTMD92, life. Durability shall also include flattening of the profile or raised portions of the line. The flattening of the profile or raised portion of the line shall not exceed 25% at the end of the three
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2009/january-2009/workbook/ss971000025e8f832f06c49e086123c705459ebf6.pdf?sfvrsn=411c12ed_0SS9710000
, A2 40 75 Impact Resistance ASTMD256,MethodA 1.0N·m - FlashPoint ASTMD92 475ºF - *Thedurometer, * ShoreDurometer, A2 5 30 Impact Resistance ASTMD256,MethodA 1.0N·m - FlashPoint ASTMD92 475ºF, ASTMD2240* ShoreDurometer, A2 65 - Impact Resistance ASTMD256,MethodA 1.0N·m - FlashPoint ASTMD92, life. Durability shall also include flattening of the profile or raised portions of the line. The flattening of the profile or raised portion of the line shall not exceed 25% at the end of the three
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2009/january-2009/workbook/ss9710000.pdf?sfvrsn=5f2866e4_04000404.comm
supporting this falsework can experience excessive web plate deformations, top and bottom flange, the following: "Where practical, forming brackets should be carried to the intersection of the bottom flange, Specifications: "Wherever practical, overhang brackets should bear ear the bottom flange and be attached to the top flange. If overhang brackets bear against the web, the Contractor’s Engineer shall ensure, of the wet slab and forms. The lateral force on the top flange due to overhang brackets shall
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2015/january-2015/review/comments-responses/4000404.comm.pdf?sfvrsn=454ed0e1_04000404.resp
supporting this falsework can experience excessive web plate deformations, top and bottom flange, the following: "Where practical, forming brackets should be carried to the intersection of the bottom flange, Specifications: "Wherever practical, overhang brackets should bear ear the bottom flange and be attached to the top flange. If overhang brackets bear against the web, the Contractor’s Engineer shall ensure, of the wet slab and forms. The lateral force on the top flange due to overhang brackets shall
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2015/january-2015/review/comments-responses/4000404.resp.pdf?sfvrsn=c6ca7733_0Section111-102714 7-15
of flatness of flange or web) (c) Clearance or bearing fit of adjacent members in assembly (d) Assembly, or 0.01-ft (5-mm) increments • pocket metal ruler(s), 1/32” or 1-mm increments • flashlight and spare, , if applicable • surface roughness gauges for machine and flame cutting (Ref. ANSI B41 or AWS C4.1-G
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2015/july-2015/materials-manual/section111-102714-7-15.pdf?sfvrsn=8370167_1Section111-102714
member distortion, local and overall (twist, sweep, out of flatness of flange or web) (c) Clearance, ) increments  pocket metal ruler(s), 1/32” or 1-mm increments  flashlight and spare batteries,  surface roughness gauges for machine and flame cutting (Ref. ANSI B41 or AWS C4.1-G)  temperature
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2014/july-2014/materials-manual/section111-102714.pdf?sfvrsn=813e6eaa_1102-628
SHOULDER RIGHT AHEAD ROAD ONE LANE W20-7A W20-4 AHEAD FLAGGER W20-1F AHEAD WORK ROAD AHEAD ROAD ONE LANE W20-7A W20-4 AHEAD FLAGGER L/2 L/2 3 2 102-628 TWO-WAY LEFT-TURN LANES, ) Lane Identification and Direction of Traffic Flagger 9 / 2 8 / 2 0 2 3 8 : 3 5 : 3, of Traffic Flagger Work Zone Sign Channelizing Device (See Index 102-600) Arrow Board
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2025/idx/102-628.pdf?sfvrsn=a606e455_1102-628
CLOSED SHOULDER RIGHT AHEAD ROAD ONE LANE W20-7A W20-4 AHEAD FLAGGER W20-1F AHEAD WORK ROAD AHEAD ROAD ONE LANE W20-7A W20-4 AHEAD FLAGGER L/2 L/2 3 2 102-628 TWO-WAY LEFT-TURN, 102-600) Lane Identification and Direction of Traffic Flagger 9 / 1 0 / 2 0 2 4 1 1 : 0, and Direction of Traffic Flagger Work Zone Sign Channelizing Device (See Index 102-600) Arrow Board
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2026/idx/102-628.pdf?sfvrsn=597e38d2_1102-628
ROAD CLOSED SHOULDER RIGHT AHEAD ROAD ONE LANE W20-7A W20-4 AHEAD FLAGGER W20-1F AHEAD WORK ROAD AHEAD ROAD ONE LANE W20-7A W20-4 AHEAD FLAGGER L/2 L/2 3 2 102-628 TWO-WAY LEFT, Index 102-600) Lane Identification and Direction of Traffic Flagger 1 0 / 1 4 / 2 0 2 5 9, and Direction of Traffic Flagger Work Zone Sign Channelizing Device (See Index 102-600) Arrow Board
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2027/idx/102-628.pdf?sfvrsn=972c0649_1D005011e.do
’. Index No. 400 (Sheet 13 of 32), Flagged footnote for “Thrie Beam Terminal Connector”, lines 1 and 2, ), ‘FLAGGER CONTROL’, ‘HIGH VISIBILITY CLOTHING’, entire text – Text deleted and text “For daytime work, the flagger’s vest, shirt, or jacket shall be orange, or a fluorescent version of this color, paragraph – “6E-5” is deleted and text “6F- 72”substituted. ‘Flashing’, ‘Type B High Intensity Flashing, High-Intensity flashing warning light, the light shall be mounted on the sign face or channel post
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2004/january-2004/workbook/d005011e.do.pdf?sfvrsn=8090d29f_0E4X61Appendix001
).     Adjust flashing beacons at Ramp Signal site. Reset Controller.   Reset/reboot CCTV
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/d4/rfp/e4x61/e4x61appendix001.pdf?sfvrsn=b2e9e9f6_17050000-722impl
). 705-2.2 Flanged U-Channel Posts: Meet the mechanical requirements of ASTM A499, Grade 60. Galvanize, and Type 3 object markers directly to 3 lb/ft flanged U-Channel posts using two 1/4-inch bolts, delineators on 1.1 lb/ft flanged U-Channel. The retroreflective sheeting shall have a minimum width
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2022/july-2022/review/implemented/7050000-722impl.pdf?sfvrsn=f998eb5a_2PCH-04 Traffic Control Products with Required APL Listing and Product Retention
)) Automated Flagger Assistance Device Portable Arrow Board Portable Changeable Message Sign Portable, in Division III of the SSRBC) In-Roadway Light Assemblies Rectangular Rapid Flashing Beacon (RRFB, Interface Unit Cabinet Power Supply Conflict Monitor Flasher Load Switch Product Certification
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/traffic/traf_sys/procedural-docs-2022/pch-04-traffic-control-products-with-required-apl-listing-and-product-retention.pdf?sfvrsn=133771ed_11020302.origind
: 102-5.7 Flagger: Provide trained flaggers in accordance with to directcontrol traffic when traffic in both directions must use a single lane and in other situations as required. All flaggers must meet, is deleted and the following substituted: 102-9.4 High Intensity Flashing LightsProject Information Signs, Flashing LightsProject Information Signs: The number of high intensity flashing lights (Type B, intensity flashing lights (temporary - Type B) No separate payment will be made for project information
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2016/january-2016/review/internal/1020302.origind.pdf?sfvrsn=413d1bef_0Chapter08 Pedestrian Facilities 2024
Beacon (PHB) 8-17 Figure 8 – 8 Pedestrian Median Refuge with Rectangular Rapid Flashing Beacons, treatments (signs, flashing beacons, curb extensions, pedestrian signals, raised median or refuge, Crosswalks may be supplemented with Pedestrian Hybrid Beacons (PHB) or Rectangular Rapid Flashing Beacons, , Florida The RRFB uses rectangular-shaped high-intensity LED-based indications, flashes rapidly in a wig-wag "flickering" flash pattern, and is mounted immediately between the crossing sign and the sign’s
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/floridagreenbook/review-files/chapter08-pedestrian-facilities-2024.docx?sfvrsn=7bf12ae2_108_Pedestrian_Facilities_Rulemaking
, flashes rapidly in a wig-wag "flickering" flash pattern, and is mounted immediately between, Refuge with Rectangular Rapid Flashing Beacons (RRFB, the roadway safely. They are often used in combination with other treatments (signs, flashing beacons, curb, Crosswalks may be supplemented with Pedestrian Hybrid Beacons (PHB) or Rectangular Rapid Flashing, Rapid Flashing Beacon for an example of a Rectangular Rapid Flashing Beacon (RRFB). Figure 8-8
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/floridagreenbook/16th-edition/08_pedestrian_facilities_rulemaking.pdf?sfvrsn=ccc7cbcf_108_Pedestrian_Facilities_Redlines
with Rectangular Rapid Flashing Beacons (RRFB, the roadway safely. They are often used in combination with other treatments (signs, flashing beacons, be supplemented with Pedestrian Hybrid Beacons (PHB) or Rectangular Rapid Flashing Beacons (RRFBs, , Florida The RRFB uses rectangular-shaped high-intensity LED-based indications, flashes rapidly in a wig-wag "flickering" flash pattern, and is mounted immediately between the crossing sign
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/floridagreenbook/16th-edition/08_pedestrian_facilities_redlines.pdf?sfvrsn=eb97aec4_5 
  