4070 search results for fla
9710104-724IMPL
Resistance AASHTO T 250, 1.0 N·m - Flash Point AASHTO T 250 475ºF - * The durometer and panel shall, AASHTO T 250 1.0 N·m - Flash Point AASHTO T 250 475ºF - Table 971-17 Property Test Method Minimum, include flattening of the profile or raised portions of the line. The flattening of the profile
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2024-25/review/implemented/9710104-724impl.pdf?sfvrsn=2fcb78bb_1Florida Department of Transportation Wins 2021 Perpetual Pavement Award
easily meets the criteria for a PPA: By Performance and has served the traveling public in Fla. well, is critical to providing a sustainable quality of life, and Fla. continues to lead the nation in maintaining
https://www.fdot.gov/info/co/news/2022/060120229160000.impl
) inTrichloroethylene Minimum 99.0% (Not applicable for PG76-22(ARB)) FlashPoint, AASHTOT48-06(2010) ClevelandOpen, ) FlashPoint COC minimum 410ºF Viscosity 140ºF 6 0 0 / 1 0 0 0 c S t ( a ) E P R - 1 P r i m e s h a l l n o
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2014/july-2014/review/implemented/9160000.impl.pdf?sfvrsn=1451f4c1_04130000.impl
24) Lessthan350g/l FlashPoint(ASTM3278) Greaterthan200°FSETA ResistancetoChlorideionpenetration, ) 14-20cpsat50rpm Density(ASTM D1481) 8.5-9.0lb/glat77 o F FlashPoint(ASTMD93) >200 o F
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2014/july-2014/review/implemented/4130000.impl.pdf?sfvrsn=4ad26a00_09900200-723FHWA
maintenance for Automated Flagger Assistance Devices signs. 2. The battery shall be equipped, for Automated Flagger Assistance Devices, the display assembly shall be equipped with an automatic dimming, . The display panel background and frame for the display assembly shall be painted flat black and shall meet, mounted units are required for regulatory signs and radar speed display units. Automated Flagger, Eligibility Letters ARTICLE 990-15 is deleted and the following substituted: 990-15 Flagger Equipment
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2023-24/review/fhwa/9900200-723fhwa.pdf?sfvrsn=1c8d4d40_1E4X48 Attachment III Henry Kinney Tunnel Standard Operations Procedures (Draft)
: Explosive vapors. Flammable materials. Noxious fumes. Corrosive compounds, Inhalation Hazard Flammable Gas Flammable Flammable Solid Combustible Organic Peroxide Oxidizer Corrosive Poison Prohibited Bulk Vehicle Placards Combustible Fuel Oil Harmful Non-Flammable Gas
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/d4/rfp/e4x48/e4x48-attachment-iii-henry-kinney-tunnel-standard-operations-procedures-(draft).pdf?sfvrsn=c39c9a3a_1CM-650-03 Vehicular Traffic Signal Assembly Backplate
erosion, flaking, or oxidation will not occur within the normal life expectancy under typical, to 2.5 inches or less, when influenced by high wind conditions, and return to a flat state after
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/traffic/traf_sys/compliance-matrices-2022/cm-650-03-vehicular-traffic-signal-assembly-backplate.docx?sfvrsn=7c0c17e4_1E53F4
Florida Department of Transportation Bid Solicitation Notice and Approximate Quantities Letting: 05240904 Call Order:003 Proposal:E53F4 District:05 Counties: FLAGLER Road Name:SR A1A Limits, 8th St to N 18th St in Flagler County. PREQUALIFICATION REQUIRED Call Order: 003 Proposal: E53F4, CROSSWALK: RECTANGULAR RAPID FLASHING BEACON, FURNISH & INSTALL- AC, COMPLETE SIGN ASSEMBLY- BACK TO BACK AS 2.000 0654- 2- 60 MIDBLOCK CROSSWALK: RECTANGULAR RAPID FLASHING BEACON, REMOVE COMPLETE
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/d5/lettings/2024/sep04/e53f4.pdf?sfvrsn=7f21f89d_12023 BOE Manual
Type flags in the BOE, allowing for easy identification of items that may require additional, includes valid (effective/obsolete) dates. A Spec flag is assigned to all pay items for non-standard work, , Trial Items 1000s Utilities 2.8.3 Specification Flags on Pay Items Several letters or “flags, The Spec-Type flags in the BOE are indications of the level of pay item support that were likely necessary, in the BOE, but the presence of a flag can still indicate that further due diligence may be required
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/fpo/fpc/publications/boe/2023-boe-manual.pdf?sfvrsn=3244e10b_1441700-1.Cove Rd from SR-76_Kanner Hwy to SR-5_US-1 GeoReport
plains on marine terraces on flatwoods. The parent material 2 Geotechnical Services - PD&E TSFGeo, of the map unit. Slopes are 0 to 2 percent. This component is on flatwoods on marine terraces, percent. This component is on flatwoods on marine terraces on coastal plains. The parent material, . Slopes are 0 to 2 percent. This component is on flatwoods on marine terraces on coastal plains, . Excellent exposures occur in Flagler County in Washington Oaks State Park, in Martin County
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/cove-road-study/441700-1-cove-rd-from-sr-76_kanner-hwy-to-sr-5_us-1-georeport.pdf?sfvrsn=42e3d65b_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_0Chapter7s4Redline
Resource (FLAIR) “6”s” line by the requested amount and re-encumber on a new FLAIR “6”s” line, Management (CFM) system. (4) The FLAIR contract amendment file will be updated to indicate, is processed through FLAIR and then the Unilateral Payment can be executed. The funds for the Unilateral
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/construction/manuals/cpam/newhistory/chapter7s4redline.pdf?sfvrsn=edc444e6_3Chapter7s4
be in an executed status. (3) The DCE or designee will reduce the Florida Account Information Resource (FLAIR) “6s, Contingency Supplemental Agreements and 7-4-4 Work Orders a new FLAIR “6s” line with a Function Code/ Work, ) system. (4) The FLAIR contract amendment file will be updated to indicate the change. The funds, encumbrance request will be approved by the CFM system when the encumbrance is processed through FLAIR
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/construction/manuals/cpam/newcleanchapters/chapter7s4.pdf?sfvrsn=1498bdfa_6CPAM 7.4 Clean 2022-PrC
be in an executed status. (3) The DCE or designee will reduce the Florida Account Information Resource (FLAIR) “6s, Contingency Supplemental Agreements and 7-4-4 Work Orders a new FLAIR “6s” line with a Function Code/ Work, ) system. (4) The FLAIR contract amendment file will be updated to indicate the change. The funds, encumbrance request will be approved by the CFM system when the encumbrance is processed through FLAIR
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/construction/manuals/cpam/newcleanchapters/cpam-7-4-clean-2022-prc.pdf?sfvrsn=661b3ce7_38-Fall 2023 Construction Academy MOT Session
changes are performed with minimal disruption to work activities • A list of trained flaggers must, and removal of pavement markings • Crash reporting • Night work • Flaggers • Motorist Awareness, , flaggers, and other personnel responsible for work zone related transportation management, Department of Transportation Process Review Findings Low profile barrier did not have proper flare
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/construction/training/2023-construction-academy/fall-2023/8-fall-2023-construction-academy-mot-session.pdf?sfvrsn=1d4f5d28_213-2024 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_14500301-723FHWA
, 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_1