4429 search results for fla
SS1020000
the potential for injury no longer exists. 102-5.7 Flagger: Provide trained flaggers in accordance, activity requires restricting traffic to one-way operations, locate the flaggers within view of each other when possible. When visual contact between flaggers is not possible, equip them with 2-way, . Equipallothervehiclesandequipmentwithaminimum of 4 ft 2 of retroreflective sheeting or flashing, of the Engineer. 102-9.4 High Intensity Flashing Lights: Furnish Type B lights in accordance with the plans
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2010/january-2010/workbook/ss1020000.pdf?sfvrsn=55a505cc_0SS1020000
. 102-5.7 Flagger: Provide trained flaggers in accordance with Section 105, -way operations, locate the flaggers within view of each other when possible. When visual contact between flaggers is not possible, equip them with 2-way radios, official, or pilot vehicle(s, . Equipallothervehiclesandequipmentwithaminimum of 4 ft 2 of reflective sheeting or flashing lights, . 102-9.4 High Intensity Flashing Lights: Furnish Type B lights in accordance with the plans
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2009/january-2009/workbook/ss1020000.pdf?sfvrsn=dd67c17f_0SS1020000
. 102-5.7 Flagger: Provide trained flaggers in accordance with Section 105, -way operations, locate the flaggers within view of each other when possible. When visual contact between flaggers is not possible, equip them with 2-way radios, official, or pilot vehicle(s, . Equipallothervehiclesandequipmentwithaminimum of 4 ft 2 of reflective sheeting or flashing lights, . 102-9.4 High Intensity Flashing Lights: Furnish Type B lights in accordance with the plans
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2009/january-2009/workbook/ss1020000f4f1a13498ef4296b3fb2f5498901ec9.pdf?sfvrsn=4f3a0087_0Approved CTQP Providers - Aggregates
University Department of Civil & Environmental Engineering 10555 West Flagler Street (Office, & Environmental Engineering 10555 West Flagler Street (Office EC-2430) Miami, Florida 33174 (305
https://www.fdot.gov/construction/training/ctqp/approvedproviders/providers/aggregate.shtmApproved CTQP Providers - Asphalt Plant
Dept of Civil & Environmental Engineering 10555 West Flagler Street (Office EC-2430) Miami, Florida, International University Dept of Civil & Environmental Engineering 10555 West Flagler Street (Office EC-2430
https://www.fdot.gov/construction/training/ctqp/approvedproviders/providers/asphaltplant.shtmE55F2
Florida Department of Transportation Bid Solicitation Notice and Approximate Quantities Letting: 05250204 Call Order: 002 Proposal: E55F2 District:05 Counties: FLAGLER Road Name: SR 5 (US-1) Limits: 73010000 Project(s): 44521625201(*) Federal Aid No: N/A Total Roadway Length: Contract Days: 170 Total Bridge Length: Letting Date: 02/04/25 Total Proposal Length: 6 . 175 Miles 0.000, Coast Parkway northerly for 6.175 miles to south of the St Johns County line in Flagler County
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/d5/lettings/2025/feb4/e55f2.pdf?sfvrsn=bce41192_4Professional Services Marketing D6
& 25613 I : SR 985/NW 107 Avenue from North of Flagler Street to North of SR 836/Dolphin Expressway & SR, from N Flagler 87072000_Safety Study_SR 985_SW 107 Av from NW 7 St to SR 836 WB Ramps - Final
https://www.fdot.gov/procurement/marketingd6/default.shtmD9160000.do
, AASHTO T44 inTrichlorethylene Minimum 99.0% Smoke Point, FM 5-519 COC Minimum 260ºF (125ºC) Flash, ] after TFOT Visc. 140ºF [60ºC] before TFOT maximum 3 Smoke Point COC minimum 260ºF [125ºC] Flash, ) minimum 60% Particle Charge Test (c) positive TestsonResidue:(d) FlashPoint COC minimum 410ºF
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2003/january-2003/workbook/d9160000.do.pdf?sfvrsn=e6ea23c1_0D9160000.do
, AASHTO T44 inTrichlorethylene Minimum 99.0% Smoke Point, FM 5-519 COC Minimum 260ºF (125ºC) Flash, ] after TFOT Visc. 140ºF [60ºC] before TFOT maximum 3 Smoke Point COC minimum 260ºF [125ºC] Flash, ) minimum 60% Particle Charge Test (c) positive TestsonResidue:(d) FlashPoint COC minimum 410ºF
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2003/january-2003/workbook/d9160000.do058a2a9d52fd4720b9dcc0007e7e6715.pdf?sfvrsn=32a89438_0SS9160000
% Smoke Point, FM 5-519 COC Minimum 260ºF Flash Point, AASHTO T48 COC Minimum 450ºF Rotational, Visc.140ºFafterRTFOT Visc.140ºFbeforeRTFOTmaximum 3 Smoke Point FM 5-519 COC minimum 260ºF Flash, 20% Particle Charge Test (c) positive TestonResidue:(d) FlashPoint COC minimum 410ºF Viscosity
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2009/january-2009/workbook/ss9160000.pdf?sfvrsn=269bd466_0SS9160000
% Smoke Point, FM 5-519 COC Minimum 260ºF Flash Point, AASHTO T 48 COC Minimum 450ºF Rotational, RECYCLING AGENTS Test Conditions Recycling Agent Minimum/Maximum Value Flash Point AASHTO T, by Distillation (b) minimum 20% Particle Charge Test (c) positive TestonResidue:(d) FlashPoint COC
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2010/january-2010/workbook/ss9160000.pdf?sfvrsn=8d3fb2eb_09730000.impl
profiles located on bridge and overhead sign structures shall meet a flame spread index of Class B
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2015/january-2015/review/implemented/9730000.impl.pdf?sfvrsn=564d6be8_0E3Z05-R0
TRAILING ANCHORAGE, REPLACE EXISTING EA 2.000 E536-301-501 END ANCHOR ASSEM TYPE II (REPL FLARED END, ASSEM FLARED (REPL FLARED END SECT) EA 4.000 E536-322-502 END ANCHOR ASSEM FLARED (REPL ROUND END SECT) EA 4.000 E536-322-503 END ANCHOR ASSEM FLARED (REPL BUFFER END SECT) EA 4.000 Page 8 Bid, Description Unit Quantity E536-322-506 END ANCHOR ASSEM FLARED (REPL GUARDRAIL BEAM) EA 4.000 E536-322-508 END ANCHOR ASSEM FLARED (REPL TIMBER BREAK POST) EA 4.000 E536-324-506 END ANCHOR ASSEM PARALLEL
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/d3/lettings/2025/nov13/e3z05-r0.pdf?sfvrsn=a9d31840_16410000.origind
have a smooth finish free from cracks, blow-holes, shrinks, and other flaws. All roller fairlead, not sag. The winch cabinet door must be double flanged and include neoprene closed-cell gaskets, not sag. The winch cabinet door opening must be double flanged. The winch cabinet door must iInclude
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2015/january-2015/review/internal/6410000.origind.pdf?sfvrsn=82f6e35d_0460-472IntReviewPkg
concrete and areas and shall be finished flat by grouting or grinding as required. Exposed 3. Areas where, Approach Existing Edge of similar) shown, Flared Curb remain (Parallel Curb Approach Slab Curb, Flared Wing Wall Begin or End Bridge Front Face of Backwall & (Type Varies) Existing Traffic, OR INTEGRAL SIDEWALKS LESS THAN 6" THICK RAILING END TREATMENT FOR PARALLEL OR FLARED CURBS WITH DETACHED, and on bridges with flared Approach Slab Curbs. Shape and height of Transition Block or Curb shall match
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/irr/2026/460-472intreviewpkg.pdf?sfvrsn=4ee6a727_1460-475IntReviewPkg
and shall be finished flat by Intermediate Deck Joints Detail, Index 460-470, Sheet 2, as required, ) shown, Flared Curb remain (Parallel Curb Approach Slab Curb to Plans for Details of Sidewalk, Sidewalk Wing Wall similar shown, Existing Parallel Existing Flared Wing Wall Begin or End Bridge, THAN 6" THICK RAILING END TREATMENT FOR PARALLEL OR FLARED CURBS WITH DETACHED SIDEWALKS SCHEME 2, with flared Approach Slab Curbs. Shape and height of Transition Block or Curb shall match existing bridge
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/irr/2026/460-475intreviewpkg.pdf?sfvrsn=f1cda865_1460-472IndReviewPkg
concrete and areas and shall be finished flat by grouting or grinding as required. Exposed 3. Areas where, Approach Existing Edge of similar) shown, Flared Curb remain (Parallel Curb Approach Slab Curb, Flared Wing Wall Begin or End Bridge Front Face of Backwall & (Type Varies) Existing Traffic, OR INTEGRAL SIDEWALKS LESS THAN 6" THICK RAILING END TREATMENT FOR PARALLEL OR FLARED CURBS WITH DETACHED, and on bridges with flared Approach Slab Curbs. Shape and height of Transition Block or Curb shall match
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/irr/2026/460-472indreviewpkg.pdf?sfvrsn=43c54f3a_1460-475IndReviewPkg
and shall be finished flat by Intermediate Deck Joints Detail, Index 460-470, Sheet 2, as required, ) shown, Flared Curb remain (Parallel Curb Approach Slab Curb to Plans for Details of Sidewalk, Sidewalk Wing Wall similar shown, Existing Parallel Existing Flared Wing Wall Begin or End Bridge, THAN 6" THICK RAILING END TREATMENT FOR PARALLEL OR FLARED CURBS WITH DETACHED SIDEWALKS SCHEME 2, with flared Approach Slab Curbs. Shape and height of Transition Block or Curb shall match existing bridge
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/irr/2026/460-475indreviewpkg.pdf?sfvrsn=23035e67_1460-472FHWAReviewPkg
concrete and areas and shall be finished flat by grouting or grinding as required. Exposed 3. Areas where, Approach Existing Edge of similar) shown, Flared Curb remain (Parallel Curb Approach Slab Curb, Flared Wing Wall Begin or End Bridge Front Face of Backwall & (Type Varies) Existing Traffic, OR INTEGRAL SIDEWALKS LESS THAN 6" THICK RAILING END TREATMENT FOR PARALLEL OR FLARED CURBS WITH DETACHED, and on bridges with flared Approach Slab Curbs. Shape and height of Transition Block or Curb shall match
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/irr/2026/460-472fhwareviewpkg.pdf?sfvrsn=f4d006da_1460-475FHWAReviewPkg
and shall be finished flat by Intermediate Deck Joints Detail, Index 460-470, Sheet 2, as required, ) shown, Flared Curb remain (Parallel Curb Approach Slab Curb to Plans for Details of Sidewalk, Sidewalk Wing Wall similar shown, Existing Parallel Existing Flared Wing Wall Begin or End Bridge, THAN 6" THICK RAILING END TREATMENT FOR PARALLEL OR FLARED CURBS WITH DETACHED SIDEWALKS SCHEME 2, with flared Approach Slab Curbs. Shape and height of Transition Block or Curb shall match existing bridge
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/irr/2026/460-475fhwareviewpkg.pdf?sfvrsn=4de329ca_1