4070 search results for fla
9951400-723FHWA
LED brightness changes. Flashing messages must not exceed 150 flashes per minute. 995-17.2.12, provide an option to include flashing beacons. Printed circuit boards must be protected with conformal, . Black EWS display backgrounds must be flat black (FED-STD-595-37038) with a reflectance value, , the display shall be able to flash. When no advancing traffic is detected, the display must be blank, . 995-17.6 Electronic Speed Feedback Signs: The ESFS display background must be flat black (FED
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2023-24/review/fhwa/9951400-723fhwa.pdf?sfvrsn=1f58f8ac_1Approved 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.shtmST 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_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_0715-003
1 FIXTURE ARM ASSEMBLY Alloy Group 2, Condition CW1. flat washers per ASTM F593G & F594G, bolts, . For precast foundations, the circular bottom. 6" pitch, 3 flat turns top and 1 flat turn centers, depths shown. 1:4 and equal to or flatter than 1:2 add flatter than 1:4. For slopes steeper than 1
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2025/idx/715-003.pdf?sfvrsn=6f997df1_19710104-724origind
- 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_26820202ind
, 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_16500000.FHWA
and must meet the requirements of ASTM D3359, ASTM D3363, and ASTM D522. Surface erosion, flaking, Temperature: Below -200 F (-129 C), as per ASTM D746 d) Flammability: Self-extinguishing, as per, and must meet the requirements of ASTM D3359, ASTM D3363, and ASTM D522. Surface erosion, flaking, Temperature: Below -200 F (-129 C), as per ASTM D746 d) Flammability: Self-extinguishing, as per ASTM
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2015/january-2015/review/fhwa/6500000.fhwa.pdf?sfvrsn=2d9ea807_0DSPI-D540-001
Specialty Engineer. Only HTCB systems on slopes 1:6 or flatter that have been crash tested, , are as follows: 1. Where possible, locate HTCB on relatively flat, unobstructed terrain with a slope of 1:10 or flatter. 2. Locate on shoulders or median cross-slopes up to 1:6. 3. If slopes steeper, Index D540-001 High Tension Cable Barrier February 2025 4 Systems installed within fairly flat, water runoff or drainage features exist. For slopes of 1:6 or flatter follow the HTCB Lateral Offset
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/dev/dspi/dspi-d540-001.pdf?sfvrsn=450ce70f_6Product Specifications
and Supplemental Requirements Document Links APL Specification Number - Name Rev No Automated Flagger, Assemblies 14.0 Rectangular Rapid Flashing Beacon 654 - Midblock Crosswalk Enhancement Assemblies 15.0
https://www.fdot.gov/traffic/traf-sys/product-specifications.shtmSPI-544-001
. Provide flat (1:10 or flatter) terrain for vehicles approaching a crash cushion, assuming a maximum 15 degree roadway departure angle for errant vehicles. Maintain flat terrain at least 2 feet from
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2025/spi/spi-544-001.pdf?sfvrsn=8befd650_2SPI-544-001
. Provide flat (1:10 or flatter) terrain for vehicles approaching a crash cushion, assuming a maximum 15-degree roadway departure angle for errant vehicles. Maintain flat terrain at least 2 feet from
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2026/spi/spi-544-001.pdf?sfvrsn=94d73e1f_1