3723 search results for fla
13-2024 Construction Academy MOT Session
to work activities • A list of trained flaggers must be submitted before construction begins, • Night work • Flaggers • Motorist Awareness System (MAS) • Work zone clearances • Inactive, of Traffic) Personnel: Worksite Traffic Supervisors, flaggers, and other personnel responsible, of Transportation Process Review Findings Low profile barrier did not have proper flare rate
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/construction/training/2024-spring-construction-academy/13-2024-construction-academy-mot-session.pdf?sfvrsn=bb04613d_12025 Construction Academy MOT Session
with minimal disruption to work activities • A list of trained flaggers must be submitted before, • Crash reporting • Night work • Flaggers • Motorist Awareness System (MAS) • Work zone, Traffic Control (Maintenance of Traffic) Personnel: Worksite Traffic Supervisors, flaggers, and other, Process Review Findings Low profile barrier did not have proper flare rate on approach end. Index
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/construction/training/2024-fall-construction-academy/2025-construction-academy-mot-session.pdf?sfvrsn=59567378_1MOT Session- PDF
with minimal disruption to work activities • A list of trained flaggers must be submitted before, • Crash reporting • Night work • Flaggers • Motorist Awareness System (MAS) • Work zone, Traffic Control (Maintenance of Traffic) Personnel: Worksite Traffic Supervisors, flaggers, and other, Process Review Findings Low profile barrier did not have proper flare rate on approach end. Index
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/construction/training/2025-spring-construction-academy/mot-session--pdf.pdf?sfvrsn=c2151e5_1SS4500000
forms designed to be removed without damaging the top flange of the beam. Remove the forms horizontally away from the beam by a method that prevents any contact of the form with the top flange after release of the form. Do not subject the top flange to any vertical force at any time. Include, the bottom of the flange. 450-10.3.2.2 AASHTO Type III and Type IV Beams and Voided Units (Slabs and Piling, will be such that the top of the concrete is just above the top of the bottom flange. In voided units, end
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2009/january-2009/workbook/ss4500000d6887b086ab44d6d9f958a35d885e6da.pdf?sfvrsn=43eac8f2_04500301-723FHWA
, the top flange dormant strands may be released after the concrete reaches a compressive strength of 2,000, in the bearing areas and edges of the top flange, a minor spall is defined as a spall not larger than 2.0, with 450-13.5. Spalls located at the edges of the top flange are considered minor spalls as follows: 1. A spall on one edge of the top flange, without a coincident spall on the other edge of the top flange, are not greater than 25% of the width of the top flange. 2. Coincident spalls on opposite edges
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2024-25/review/fhwa/4500301-723fhwa.pdf?sfvrsn=a0ed073d_14000404.origind
experience excessive web plate deformations, top and bottom flange lateral bending deformations, and out, than 6" above the bottom flange and/or the concrete deck overhang is 4 feet or greater, within 6 inches of the bottom flange. If the lower contact point of the overhang falsework bears more than 6 inches above the bottom flange and/or if the deck overhang is 4 feet or greater, submit
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2015/january-2015/review/internal/4000404.origind.pdf?sfvrsn=3722fee3_0OIT-Manual-Full
Change Management Database (CMDB) and flagged as confidential and exempt. (b) Documenting, No. 325-060-020 Disciplinary Action Procedure, Topic No. 250-012-011 FLAIR Access Security, Topic
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/it/oitmanual/oit-manual-full.pdf?sfvrsn=64a7d686_29620100-724IMPL
Composition, Tensile, Flattening Test, Impact (Zone 1), Size Shaped Composition, Tensile, Impact (Zone, ), Size A847 Round Welded, Seamless Composition, Tensile, Flattening, Impact (Zone 1), Size, Railing A53 A, B E, S Composition, Mechanical Testing (Tensile, Bend, Flattening), Size 962-10.2
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2024-25/review/implemented/9620100-724impl.pdf?sfvrsn=dbb5a442_19620000-723impl
, Tensile Structural Tubing A500 Round B, C Composition, Tensile, Flattening Test, Impact, Composition, Tensile, Flattening, Impact (Zone 1), Size Square, Rectangle, Special Welded, Testing (Tensile, Bend, Flattening), Size 962-10.2 Field Splice Filler Materials: Provide field
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2023-24/review/implemented/9620000-723impl.pdf?sfvrsn=a5ea269c_2operationsmanual
the instrument has fully booted, the indicators will flash rapidly 3 times, then begin a steady 1 Hz flashing, on the rear panel. Wait for the indicator lights to stop flashing and the red ring around the power, on the back of the camera will turn green, the WLAN indicator light will flash as data is being, select different road condition codes/events on the screen to flag the data for reference. 5.5 When
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/materials/pavement/performance/ndt/documents/operationsmanual.pdf?sfvrsn=ffffed1_12023_CTD_Annual_Performance_Report-Electronic_Version
Escambia URBAN Escambia County County Complete Brokerage Flagler RURAL Flagler County Public, rkimbrough@myescambia.com Flagler Flagler County Public Transportation 1769 E Moody Blvd Bunnell
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/ctd/docs/aoraprdocs/2023_ctd_annual_performance_report-electronic_version2.pdf?sfvrsn=94e1d74a_3E4Y20-R0
-FLARED APPROACH TERMINAL, REPLACE, MASH EA 1.000 E536- 12-604 GUARDRAIL REPAIRS (REPLACE) (STEEL, , REPLACE EXISTING EA 4.000 E536-301-501 END ANCHOR ASSEM TYPE II (REPL FLARED END SECT) EA 4.000
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/d4/lettings/2025/aug1/e4y20-r0.pdf?sfvrsn=beae24d7_19620100-724FHWA
Grain, Tensile Structural Tubing A500 Round B, C Composition, Tensile, Flattening Test, Round Welded, Seamless Composition, Tensile, Flattening, Impact (Zone 1), Size Square, E, S Composition, Mechanical Testing (Tensile, Bend, Flattening), Size 962-10.2 Field Splice, Composition, Tensile, Flattening Test, Impact (Zone 1), Size Shaped Composition, Tensile, Impact, Type/ Style Reportable Properties A847 Round Welded, Seamless Composition, Tensile, Flattening
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2024-25/review/fhwa/9620100-724fhwa.pdf?sfvrsn=6d89e6ab_1plans - Pinellas Sheriff
OF CEMENTITIOUS MATERIAL PER CUBIC YARD. 4. PROVIDE A FLAT BEARING SURFACE ON TOP SURFACE ON TOP SHAFT BELOW, PROJECT SUPERVISOR TO AVOID DELAYS AND INTERFERENCE. 6.2 FLOCK SAFETY WILL PROVIDE RAILROAD, FLAGMEN, FOR SUCH SIGNALMEN AND FLAGMEN WITH FLOCK SAFETY. 6.3 IN ADDITION TO THE SCHEDULING REQUIREMENTS
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/traffic/test/approved-lpr/plans---pinellas-sheriff.pdf?sfvrsn=766cf1c3_16410000.FHWA
a smooth finish free from cracks, blow-holes, shrinks, and other flaws. All roller fairlead frames, . The winch cabinet door must be double -flanged and include neoprene closed-cell gaskets permanently, . The winch cabinet door opening must be double flanged. The winch cabinet door must iInclude a pin, -holes, shrinks, and other flaws. All roller fairlead frames must be corrosion resistant stainless, -flanged and include neoprene closed-cell gaskets permanently secured on the interior door surfaces
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2015/january-2015/review/fhwa/6410000.fhwa.pdf?sfvrsn=eb168fac_06030206-724origind
. Controllers 2. Vehicle detectors 3. Load switches 4. Flasher units 5. Preemption units 6. Conflict
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2024-25/review/internal/6030206-724origind.pdf?sfvrsn=d4d7717c_1ST. JOHNS COUNTY_TWOP2026-2030 WPPH_BY DESCRIPTION_11-13-2024_SUBJECT TO CHANGE
- NE FLA REG APT ACQUISITION OF INDEX B ARFF VEH REQ PART 139 PFL10688 Type of Work: AVIATION, 439967-1 - NORTHEAST FLA REG APT DESIGN & CONST ARFF BUILDING PART 139 PFL0007619 Type of Work, - NORTHEAST FLA REG APT DESIGN & CONST HANGARS PFL0014305 Type of Work: AVIATION REVENUE/OPERATIONAL, $750,000 Total for Project 433126-4 $2,000,000 $1,500,000 433126-6 - NORTHEAST FLA REG APT WEST, for Project 210265-8 $6,996,181 210265-9 - SRA1A FROM FLAGLER C/L TO E MAGNOLIA AVE Type of Work
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/d2_documents/documents-by-description/st-johns-county_twop2026-2030-wpph_by-description_11-13-2024_subject-to-change.pdf?sfvrsn=3b6a67ab_1ST. JOHNS COUNTY_TWP2026-2030 WPPH_BY ITEM_11-13-2024_SUBJECT TO CHANGE
for Project 433126-3 $4,000,000 433126-4 - NORTHEAST FLA REG APT DESIGN & CONST HANGARS PFL0014305 Type, 433126-6 - NORTHEAST FLA REG APT WEST AIRFIELD EXPANSION STUDY PFL0014801 Type of Work: AVIATION, Logistics And Passenger Operations Program: Aviation 439967-1 - NORTHEAST FLA REG APT DESIGN & CONST, 439967-1 $1,817,000 439968-1 - NE FLA REG APT ACQUISITION OF INDEX B ARFF VEH REQ PART 139 PFL10688, FLAGLER C/L TO E MAGNOLIA AVE Type of Work: RESURFACING Phase Funding Source 2026 2027 2028 2029 2030
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/d2_documents/documents-by-type/st-johns-county_twp2026-2030-wpph_by-item_11-13-2024_subject-to-change.pdf?sfvrsn=2916143b_19320200-724origind
and certification per this Section. Flash tolerance, finish and appearance of bearings shall meet, shall be finished or machined flat to within 0.01 inches. The bottom surfaces of external load plates (masonry plates) designed to rest on bearing pads shall not exceed an out of flatness value, in the finished product. External load bearing plates shall be finished or machined flat to within 0.01 inches, shall not exceed an out of flatness value of 0.0625 inches. External load bearing plates (e.g
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2024-25/review/internal/9320200-724origind.pdf?sfvrsn=32f5b967_19160000.impl
, AASHTOT44-03(2011) inTrichloroethylene Minimum 99.0% (Not applicable for PG 76-22 (ARB)) Flash, Charge Test (c) positive Test on Residue: (d) FlashPoint COC minimum 410ºF Viscosity 140ºF 6 0 0
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2014/january-2014/review/implemented/9160000.impl.pdf?sfvrsn=b7582c74_0