3723 search results for fla
ET Plus (27) - NCHRP350 TL3 - Drawings
constructed with curb the alignment of the ET-PLUS will be flared over the first 25' at a rate of 1, the option to construct any FDOT approved parallel assembly. Where a flared end anchorage is called
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/maintenance/rdw/ispe/end-treatment/et-plus-(27)---nchrp350-tl3---drawings.pdf?sfvrsn=f36172dd_1SSM1062200-721
and approved by the Engineer. Payment for flatbed trucks, dump trucks, wreckers, and front-end loaders
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2021/july-2021/maintenance/finalized/ssm1062200-721.pdf?sfvrsn=dcda25cd_2SS1062200-i16476
minimum shall be prorated in one half hour increments and approved by the Engineer. Payment for flatbed
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2021/january-2021/maintenance/finalized/ss1062200-i16476.docx?sfvrsn=78034fa0_2SS1062200
minimum shall be prorated in one half hour increments and approved by the Engineer. Payment for flatbed
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2020/july-2020/maintenance/finalized/ss1062200.docx?sfvrsn=f7f74936_2SS1062200
and approved by the Engineer. Payment for flatbed trucks, dump trucks, wreckers, and front-end loaders
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2016/january-2016/maintenance/implemented/ss1062200.pdf?sfvrsn=17f8f37d_1SS9710000
* Shore Durometer, A2 40 75 Impact Resistance ASTM D 256, Method A 1.0 N·m - Flash Point ASTM D 92, ASTM D 256, Method A 1.0 N·m - Flash Point ASTM D 92 475ºF - *The durometer and panel shall, not exceed 5.0% at the end of the three year service life. Durability shall also include flattening of the profile or raised portions of the line. The flattening of the profile or raised portion, - Flash Point ASTM D 92 475ºF - *The durometer and panel shall be at 90ºF with a 4.4 lb load applied
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2011/january-2011/workbook/ss9710000.pdf?sfvrsn=4a02f398_0SS9710000
Resistance ASTM D 256, Method A 1.0 N·m - Flash Point ASTM D 92 475ºF - *The durometer and panel shall, D 2240* Shore Durometer, A2 65 - Impact Resistance ASTM D 256, Method A 1.0 N·m - Flash Point, service 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, 40 - Impact Resistance ASTM D 256, Method A 1.0 N·m - Flash Point ASTM D 92 475ºF
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2012/january-2012/workbook/ss9710000.pdf?sfvrsn=df264713_0fm5-559
of the sample being tested. 9.2.2 Pycnometer - A flask or other suitable container which can be accurately, evenly to approximately 12 mm (0.5 in.) thick over a flat surface. 10.3.3 Pass a magnet over the sample
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/materials/administration/resources/library/publications/fstm/methods/fm5-559.pdf?sfvrsn=bf9ec612_3rdb14-18
Information for Traffic Control Through Zones 1 of 13 Added Automated Flagger Assistance Device, Roadside Flashing Beacon Assembly 1 of 7 Changed the Anchor Bolt length to 18”; Changed Note #5
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/bulletin/rdb14-18.pdf?sfvrsn=7c5c7d5a_1FLEAT MT Inspection Checklist
FLEAT-MT INSPECTION CHECKLIST Page 1 of 2 Inventory ID District County State Road Number Section Sub-Section Roadway ID Mile Post Compliant Guardrail Terminal Element YES NO 1. The rail height is in accordance with the plans (generally 27-3/4" above the edge of the shoulder). 2. The rail at post #1 is placed at a straight single-sided flare offset 2'-0" beginning at post #4. 3. The rail is not attached to the post at post location #3 or post location #1. 4. The rail
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/maintenance/rdw/ispe/end-treatment/fleat-mt-inspection-checklist.pdf?sfvrsn=1d83709a_1FLEAT SP-MGS Inspection Checklist
the FLEAT-SP-MGS are spaced at 6'-3" centers. 12. The FLEAT-SP-MGS is installed with a straight flare
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/maintenance/rdw/ispe/end-treatment/fleat-sp-mgs-inspection-checklist.pdf?sfvrsn=87831098_1FLEAT-SP Inspection Checklist
with a straight flare (offset between 2'-6" & 4'-0") over a 37'-6" terminal length. 13.The two 5/16" x 1
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/maintenance/rdw/ispe/end-treatment/fleat-sp-inspection-checklist.pdf?sfvrsn=2a8fef_1MFLEAT Checklist
20 5 MFLEAT Inspection Checklist State: __________________________ Date: _______________________ Project #: _______________________ Location: ___________________________________ The rail height is in accordance with the contract plans. This should be 31" 1" above the edge of the finished grade. There is no radiused rail within the MFLEAT 39'-7" length. All rails are lapped in the proper direction with traffic. The MFLEAT has been placed with a 3'-0" straight flare offset
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/maintenance/rdw/ispe/end-treatment/mfleat-checklist.pdf?sfvrsn=a1630856_144893815201-SummaryPayItemsReport
- MOWING AC 493.680 Proposal: T1906 Description: SR 25 (US 27) FROM STITT RANCH TO FLAGHOLE RD
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/procuement_marketingd1/documents/fy24-25/ad--25131/44893815201-summarypayitemsreport.pdf?sfvrsn=f3d04b26_1521-482
and grouted over. and finish flat by grouting or grinding as required. Exposed existing reinforcing steel, Sleeve Assembly Expansion Dowel (Typ.) Bars 4C Retrofit Railing Vertical Face Existing Flared Wing, Guardrail Transition Retrofit Railing of Vertical Face Begin Flared Portion Surface Final Riding, Retrofit of Transition Limiting Station Face Retrofit Railing Begin Flared Portion of Vertical, FOR FLARED CURBS SCHEME 4 (Existing Wing Post, Railing Reinforcing and Expansion Dowel Assemblies
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2025/idx/521-482.pdf?sfvrsn=87bc6cee_1521-482
and grouted over. and finish flat by grouting or grinding as required. Exposed existing reinforcing steel, Sleeve Assembly Expansion Dowel (Typ.) Bars 4C Retrofit Railing Vertical Face Existing Flared, , Roadway Guardrail Transition Retrofit Railing of Vertical Face Begin Flared Portion Surface Final, of Vertical Face Retrofit of Transition Limiting Station Face Retrofit Railing Begin Flared Portion, TREATMENT FOR FLARED CURBS SCHEME 4 (Existing Wing Post, Railing Reinforcing and Expansion Dowel
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2026/idx/521-482.pdf?sfvrsn=1bba1c00_15710300.impl
having defects, tears, punctures, flaws, deterioration or other damage before, during or after
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2016/july-2016/review/implemented/5710300.impl.pdf?sfvrsn=9fa7b681_0Requalification Schedule & Requirements
Changeable Message Sign 2-Year On-line Requalification 102060 Automated Flagger Assistance Devices, , Check Valves, Flap Gates 2-Year On-line Requalification 430004 Channel Band Couplers with Bolts, 430008 Ductile Iron Pipe 2-Year On-line Requalification 430009 Flange Band Coupler 2-Year On-line, On-line Requalification 654001 Rectangular Rapid Flashing Beacon Assembly (RRFB) 2-Year On-line, Requalification 678006 Flasher Type 1 2-Year On-line Requalification 678007 Flasher Type 3 2-Year
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/productevaluation/ipl/files/requalification-schedule-requirements.pdf?sfvrsn=8d216c77_16App A BCR_South_SCE
flashers / gates set outside the new siding track on the east and west sides. • New or relocated advance, track shifts o New railroad flashers / gates on the east and west sides o New or relocated advance, Lauderdale, south of downtown. The platform is centered on SW 16th Street between Flagler Avenue and the FEC Railway tracks. Flagler Avenue remains an alley from SW 16th Street to SW 17th Street, is located between SW 1st Avenue and Flager Ave alley close to the station platform in the block south
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/projects_browardcommuterrail/appendices-environmental-assessment/app-a-bcr_south_sce.pdf?sfvrsn=841cb8c7_1oom_20231002_floridabridgeinformation_4thqtr
FloridaFlagler730058 State Highway AgencySR-100 WB over IWWSR-100 WB9,200IWW Flagler Beach1996 5/15/202399.399.08 Central FloridaFlagler730059 State Highway AgencySR-100 EB over IWWSR-100 EB9,200IWW Flagler Beach1996
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/maintenance/str/bi/oom_20231002_floridabridgeinformation_4thqtr.pdf?sfvrsn=71d32110_1