4395 search results for fla
9710104-724origind
- Flash Point AASHTO T 250STM D92 475ºF - * The durometer and panel shall be at 115ºF with a 1,000, D256, Method AAASHTO T 250 1.0 N·m - Flash Point AASHTO T 250STM D92 475ºF - *The durometer, flattening of the profile or raised portions of the line. The flattening of the profile or raised, - Flash Point AASHTO T 250STM D92 475°F - *The durometer and panel shall be at 115°F, with a 1,000
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2024-25/review/internal/9710104-724origind.pdf?sfvrsn=83918e93_19710000-722impl
A 1.0 N·m - Flash Point ASTM D92 475ºF - * The durometer and panel shall be at 115ºF with a 1,000 g, A Durometer 65 - Impact Resistance ASTM D256, Method A 1.0 N·m - Flash Point ASTM D92 475ºF, not be less than 150 mcd/lx·m2. 971-9.4.3 Durability: Durability shall include flattening of the profile or raised portions of the line. The flattening of the profile or raised portion of the line, Resistance ASTM D256, Method A 1.0 N·m - Flash Point ASTM D92 475°F - *The durometer and panel shall
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2022/july-2022/review/implemented/9710000-722impl.pdf?sfvrsn=856948e1_29710000-722origind
·m - Flash Point ASTM D92 475ºF - * The durometer and panel shall be at 115ºF with a 1,000 g load, Resistance ASTM D256, Method A 1.0 N·m - Flash Point ASTM D92 475ºF - *The durometer and panel shall, . 971-9.4.3 Durability: Durability shall 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, * Type A Durometer 55 85 Impact Resistance ASTM D256, Method A 1.0 N·m - Flash Point ASTM D92 475°F
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2022/july-2022/review/internal/9710000-722origind.pdf?sfvrsn=4b0a7fe5_24600101FHWA
web opposite the mark on the splice plate. Place the mark on top or bottom flange splice plates, will be attached for shipment to the erection site. Place a corresponding mark on the girder flange opposite the mark in the splice plate. As an alternate location for tub girder bottom flange splice plates, site. Make a matching mark on the girder flange opposite the mark on the splice plate. Mark, flange. Mark diaphragms in the middle upper portion of the web. Mark cross-frames in the middle
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2026-27/review/fhwa/4600101fhwa.pdf?sfvrsn=8fb735ca_1ST JOHNS_Draft Tentative Work Program Public Hearing_By Project_10-11-2023
$4,000,000 433126-4 - NORTHEAST FLA REG APT DESIGN & CONST HANGARS PFL0014305 Type of Work: AVIATION, : Aviation 439967-1 - NORTHEAST FLA REG APT DESIGN & CONST ARFF BUILDING PART 139 PFL0007619 Type, $1,667,000 Local $75,000 State $75,000 Total for Project 439967-1 $1,817,000 439968-1 - NE FLA REG, $1,868,027 $6,801,406 210265-9 - SRA1A FROM FLAGLER C/L TO E MAGNOLIA AVE Type of Work: RESURFACING
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/d2_documents/st-johns_draft-tentative-work-program-public-hearing_by-project_10-11-2023.pdf?sfvrsn=b830ddd1_1ST JOHNS_Draft Tentative Work Program Public Hearing_D2 By Description_10-11-2023
for Project 433126-2 $2,000,000 439968-1 - NE FLA REG APT ACQUISITION OF INDEX B ARFF VEH REQ PART 139, Logistics And Passenger Operations Program: Aviation 439967-1 - NORTHEAST FLA REG APT DESIGN & CONST, 439967-1 $1,817,000 433126-4 - NORTHEAST FLA REG APT DESIGN & CONST HANGARS PFL0014305 Type of Work, State $1,105,549 Total for Project 210265-8 $1,868,027 $6,801,406 210265-9 - SRA1A FROM FLAGLER C/L
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/d2_documents/st-johns_draft-tentative-work-program-public-hearing_d2-by-description_10-11-2023.pdf?sfvrsn=6437cf63_16820202ind
, and projection engine. 682-2.2.5 Flat Panel Display: Furnish and install a flat panel display unit, requirements. Table 682-1 Minimum Requirements for Display Devices Flat Panel Display Rear Projection, flaw or failure occurs
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2026-27/review/industry/6820202ind.pdf?sfvrsn=725a261f_1SS1020000
. 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_0SS1020000
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_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.shtmE3Z05-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_1522-002
1 (2 Flangeway Gap 7 7 522-002 DETECTABLE WARNINGS AND SIDEWALK CURB RAMPS 11/01/20 PLACEMENT, i n . M i n . M i n . 1:12 1 : 1 2 RAILROAD CROSSING NOTES: 3. Flangeway Gap may
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2025/idx/522-002.pdf?sfvrsn=6a534f80_1522-002e2
.) 2 1 (2 Flangeway Gap 7 7 522-002 DETECTABLE WARNINGS AND SIDEWALK CURB RAMPS 11/01/20, M i n . M i n . M i n . 1:12 1 : 1 2 RAILROAD CROSSING NOTES: 3. Flangeway Gap
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2024/idx/522-002e2.pdf?sfvrsn=499ca01c_1522-002
1 (2 Flangeway Gap 7 7 522-002 DETECTABLE WARNINGS AND SIDEWALK CURB RAMPS 11/01/20 PLACEMENT, i n . M i n . M i n . 1:12 1 : 1 2 RAILROAD CROSSING NOTES: 3. Flangeway Gap may
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2026/idx/522-002.pdf?sfvrsn=241a2415_1522-002
Flangeway Gap 7 7 522-002 DETECTABLE WARNINGS AND SIDEWALK CURB RAMPS 11/01/25 RAILROAD CROSSING RAILROAD CROSSING NOTE: Flangeway Gap may be up to 3" for Freight-only Railways. M i n . M i
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2027/idx/522-002.pdf?sfvrsn=d89fa765_1460-472IntReviewPkg
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_1