4643 search results for fla

6350200ind

of these products are free of flaws such as cracks, sharp, broken, or uneven edges, and voids. 635-2.2.2

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2026-27/review/industry/6350200ind.pdf?sfvrsn=a66f3ff8_1

SS7810000

that message page times and text flashing rates are programmable between 0.5 and 5 seconds in 0.1-second

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2010/january-2010/workbook/ss7810000.pdf?sfvrsn=558339c_0

SS7810000

and spacing. Ensure that message page times and text flashing rates are programmable between 0.5 and 5

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2011/january-2011/workbook/ss7810000.pdf?sfvrsn=85e510ab_0

446-001

on profiles flatter than one-tenth percent (0.10%) install the concrete pavement 3. Install, ’ beyond and begin 50’ before the flat point and under travel lanes, auxiliary pavement and shoulders

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2025/idx/446-001.pdf?sfvrsn=50fa64f6_1

446-001

on profiles flatter than one-tenth percent (0.10%) install the concrete pavement 3. Install concrete, ’ beyond and begin 50’ before the flat point and under travel lanes, auxiliary pavement and shoulders

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2026/idx/446-001.pdf?sfvrsn=b979ff65_1

446-001

on profiles flatter than one-tenth percent (0.10%) install the concrete pavement 3. Install concrete, ’ beyond and begin 50’ before the flat point and under travel lanes, auxiliary pavement and shoulders

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2027/idx/446-001.pdf?sfvrsn=e60f8b14_1

Speed Detection Systems (SDS) Placement and Installation Specs_01.07.26

speed limit posted thereof with signs and flashing beacons, consistent with Chapter 15 of the SZM, to capture a photograph or video of the school zone flashing beacons, location(s) of the nearby FDOT, supplemental device(s) to capture a photograph or video of the school zone flashing beacons on the SHS, with a flashing or illuminator device shall be mounted, positioned, filtered, or angled in such a way, to capture a photograph or video of the school zone flashing beacons to verify the speed limit in force

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/traffic/trafficservices/speed-detection-system/speed-detection-systems-(sds)-placement-and-installation-specs_01-07-26.pdf?sfvrsn=e59a7a7e_1

1450300FHWA

materials with defects, tears, punctures, flaws, deterioration, or other damage at no additional cost, materials with defects, tears, punctures, flaws, deterioration, or other damage at no additional cost

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2025-26/review/fhwa/1450300fhwa.pdf?sfvrsn=8a88726c_1

5140000-724FHWA

material. Replace geosynthetic materials with defects, tears, punctures, flaws, deterioration, or other, with defects, tears, punctures, flaws, deterioration, or other damage at no additional cost

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2024-25/review/fhwa/5140000-724fhwa.pdf?sfvrsn=51174681_1

641-020

on level ground (flatter than 1:5). Increase to 60% of Ultimate before transfer. of Ultimate before, . Diameter of 12-sided poles are measured flat to flat. (See Note 2) (in/ft) Taper Total (See Note, POLE SECTION A-A STRAND PATTERN 2 Measured Flat To Flat C i r c l e T o F l a t Measured Flat To Flat C i r c l e T o F l a t SECTION A-A STRAND PATTERN 3 SECTION, e e t 2 Measured Flat To Flat C i r c l e T o F l a t See Table Sheet 2 SECTION

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2025/idx/641-020.pdf?sfvrsn=51ed25dd_1

641-020

on level ground (flatter than 1:5). Increase to 60% of Ultimate before transfer. of Ultimate before, . Diameter of 12-sided poles are measured flat to flat. (See Note 2) (in/ft) Taper Total (See Note, POLE SECTION A-A STRAND PATTERN 2 Measured Flat To Flat C i r c l e T o F l a t Measured Flat To Flat C i r c l e T o F l a t SECTION A-A STRAND PATTERN 3 SECTION, e e t 2 Measured Flat To Flat C i r c l e T o F l a t See Table Sheet 2 SECTION

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2026/idx/641-020.pdf?sfvrsn=d5d587dd_1

641-020

on level ground (flatter than 1:5). Increase to 60% of Ultimate before transfer. of Ultimate before, . Diameter of 12-sided poles are measured flat to flat. (See Note 2) (in/ft) Taper Total (See Note, POLE SECTION A-A STRAND PATTERN 2 Measured Flat To Flat C i r c l e T o F l a t Measured Flat To Flat C i r c l e T o F l a t SECTION A-A STRAND PATTERN 3 SECTION, e e t 2 Measured Flat To Flat C i r c l e T o F l a t See Table Sheet 2 SECTION

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2027/idx/641-020.pdf?sfvrsn=9d3ce0ef_1

Agency Term Contract - FDOT APL Traffic Equipment

Corp. Rectangular Rapid Flashing Beacon Assembly (RRFB) R920 1 Not Awarded 85 654-001-012 Carmanah Technologies Corp. Rectangular Rapid Flashing Beacon Assembly (RRFB) R920-F 1 56 $4,557.00 Temple, Inc. 86 654-001-013 Carmanah Technologies Corp. Rectangular Rapid Flashing Beacon Assembly, Rapid Flashing Beacon Assembly (RRFB) R920E 1 56 $3,654.00 Temple, Inc. 88 700-019-001 Carmanah

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/procurement/files_agency_term_contracts/dot-itb-20-9034-gh.pdf?sfvrsn=5778fb28_32
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