3724 search results for fla

SS7810000

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

SS7810000

and text flashing rates are programmable between 0.5 and 5 seconds in 0.1 second increments. Ensure

HSIP 2023 Annual Report Submission

2024June-Thu03-RRRProjects

program team flags projects which large cost changes Contact Us Geysa Y. Sosa Project Development

20150819TempTCPlanChangesQA

consisted of the cleanup of the proprietary products lights & flags. I.e. cells and linestyles

20150819TempTCPlanChangesQA393268461

consisted of the cleanup of the proprietary products lights & flags. I.e. cells and linestyles

20150819TempTCPlanChangesQA

consisted of the cleanup of the proprietary products lights & flags. I.e. cells and linestyles

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

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

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

oom_20240716_2023-Maintenance-Contract-Cost-Summary-by-Pay-Item

TASMANICA- TASMAN FLAX-LILY, 3 GALLON EA 19.760 $494.00 $25.00 0580 7571 LANDSCAPE- SMALL SHRUB/ORNAMENTAL

0071104RR.resp

flagman why is this needed? Response: This training is required for whoever steps on any

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

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

SPI-521-405

are not met. Flared Wingwalls with parallel portions - 1. If the Vertical Face Retrofit is supported, to the Vertical Face Retrofit on the bridge if any of the preceding criteria for flared wingwalls with parallel portions are not met. Flared Wingwalls without parallel portions - Attach Thrie-Beam

SPI-521-405

. Flared Wingwalls with parallel portions - 1. If the Vertical Face Retrofit is supported, to the Vertical Face Retrofit on the bridge if any of the preceding criteria for flared wingwalls with parallel portions are not met. Flared Wingwalls without parallel portions - Attach Thrie-Beam

2021FDM210ArterialsCollectors

EXISTING SYMMETRICAL FLARE WITHOUT PAVED SHOULDERS CONNECTING ROADWAY WITH PAVED SHOULDERS TO EXISTING ASYMMETRICAL FLARE WITHOUT PAVED SHOULDERS CONNECTING ROADWAY WITH PAVED SHOULDERS TO FLARED, MEDIAN WIDTH 01/01/2018 EXHIBIT 210-2 EXISTING ROADWAY WITHOUT PAVED SHOULDERS CONNECTING FLARE

2025FDM210ArterialsCollectors

FLARE WITH PAVED SHOULDERS TO CONNECTING SIMILAR WIDTH PAVEMENTS CONNECTING DIFFERENT WIDTH PAVEMENTS EXISTING SYMMETRICAL FLARE WITHOUT PAVED SHOULDERS CONNECTING ROADWAY WITH PAVED SHOULDERS TO EXISTING ASYMMETRICAL FLARE WITHOUT PAVED SHOULDERS CONNECTING ROADWAY WITH PAVED SHOULDERS TO FLARED

9620000-723FHWA

, Tensile, Flattening Test, Impact (Zone 1), Size Shaped Composition, Tensile, Impact (Zone 1, A847 Round Welded, Seamless Composition, Tensile, Flattening, Impact (Zone 1), Size Square, , Flattening), Size 962-8.1 Pipe Railings: Provide steel pipe conforming to the requirements of ASTM, , Tensile, Flattening Test, Impact (Zone 1), Size Shaped Composition, Tensile, Impact (Zone 1), Size, A847 Round Welded, Seamless Composition, Tensile, Flattening, Impact (Zone 1), Size Square

FDOT Secretary Jared Perdue Testifies Before Congress

Congress Perdue shares Florida’s perspective of flaws within the federal discretionary grant program