4643 search results for fla
2025-2026 1st Quarter SRES Report
employee counts were basically flat, at 0.6% higher year- over-year with counts fluctuating around, . Statewide construction employment remained relatively flat in August 2025, rising 0.4% year over year, -year. The U.S. Chemical Regional Production Index remained essentially flat in August 2025, decreasing, 1.43% in District 4. Modified binder prices in Districts 2, 4, and 7 remained flat year-over-year, as last quarter. Baseline projections assume continued low energy costs and input prices and flatten
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/fpo/fpc/reports/sres/quarterly/2025-2026-1st-quarter-sres-report.pdf?sfvrsn=6d8f5443_1All CEOPs
Exception - Non-Bridge Items X - Bridge Structures (Category 1 and 2) X X -RR-South Fla Rail Corridor X X X Vertical Clearance Variation -Category 2 Structures X -RR-South Fla Rail Corridor X X X Lateral Offset Variation -Category 1 and 2 Structures X -RR-South Fla Rail Corridor X X X, from roadside transmission sites. Also, include highway signs with remotely operated flashing beacons
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/fdm/2026/review/all-ceops.pdf?sfvrsn=40790aec_16030000.FHWA
. Controllers 2. Vehicle detectors 3. Load switches 4. Flasher units 5. Preemption units 6, for the following equipment: 1. Controllers 2. Vehicle detectors 3. Load switches 4. Flasher
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2014/july-2014/review/fhwa/6030000.fhwa.pdf?sfvrsn=7049203b_06030000.FHWA
detectors 3. Load switches 4. Flasher units 5. Preemption units 6. Conflict monitors 7. Special, 3. Load switches 4. Flasher units 5. Preemption units 6. Conflict monitors 7. Special sequence
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2014/january-2014/review/fhwa/6030000.fhwa.pdf?sfvrsn=4515e4ff_0SPI-462-000
, girders, flat slabs or straddle pier caps F2 External tendons in box girders F3 External tendons, , girders, flat slabs, straddle pier caps or footings F6 Internal tendons in hammerhead or C-pier caps F7 Internal tendons in beams, girders, flat slabs, straddle pier caps or footings F8 Tendons, in hammerhead or C-pier caps F11 Internal tendons in beams, girders, flat slabs, straddle pier caps, G1 Internal tendons in flat slabs G2 Transverse internal tendons in the top slabs of box girders
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2025/spi/spi-462-000.pdf?sfvrsn=b08ca6e2_1SPI-462-000
, girders, flat slabs or straddle pier caps F2 External tendons in box girders F3 External tendons, , girders, flat slabs, straddle pier caps or footings F6 Internal tendons in hammerhead or C-pier caps F7 Internal tendons in beams, girders, flat slabs, straddle pier caps or footings F8 Tendons, in hammerhead or C-pier caps F11 Internal tendons in beams, girders, flat slabs, straddle pier caps, G1 Internal tendons in flat slabs G2 Transverse internal tendons in the top slabs of box girders
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2026/spi/spi-462-000.pdf?sfvrsn=2e1d3123_1SPI-462-000
, girders, flat slabs or straddle pier caps F2 External tendons in box girders F3 External tendons, , girders, flat slabs, straddle pier caps or footings F6 Internal tendons in hammerhead or C-pier caps F7 Internal tendons in beams, girders, flat slabs, straddle pier caps or footings F8 Tendons, in hammerhead or C-pier caps F11 Internal tendons in beams, girders, flat slabs, straddle pier caps, G1 Internal tendons in flat slabs G2 Transverse internal tendons in the top slabs of box girders
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2027/spi/spi-462-000.pdf?sfvrsn=9a45b2d7_1Technology Review - CSMO Digital Corridor Alignment Strategic Framework Plan FDOT Final
using X and Y values on a flat plane. Calculations, like distance and area, tend to be easier, surface) cannot be mathematically transformed into locations on a flat plane without introducing, , an underlying surface that is more “true to life” to the Earth’s surface is used over the flat plane used, (2D) representations of geographic objects located on a flat plane. The shortest path between two, that model the Earth’s surface as a flat surface, and no single projected coordinate system can
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/geospatial/documentsandpubs/technology-review---csmo-digital-corridor-alignment-strategic-framework-plan-fdot-final.pdf?sfvrsn=5ec7b0cc_1MeetingSummary_GoverningBoardStaffDirectors_Apr252024_Approved
, Renaissance Planning Paul Flavien, Broward MPO Paul Gougelman, MPOAC General Counsel Ysela Llort
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/mpoac_website/meetings/2024/meetingsummary_governingboardstaffdirectors_apr252024_approved.pdf?sfvrsn=7bd7e333_1Final-Gov-Bd-Mtg-Minutes
Implementation Office Dawn Schwartz, Bay County TPO Conor Campobasso, Broward MPO 2 Paul Flavien, Broward
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/mpoac_website/meetings/2018/final-gov-bd-mtg-minutes.pdf?sfvrsn=3a17b378_1Final-Staff-Minutes
of Transportation, Office of Policy Planning Conor Campobasso, Broward MPO Paul Flavien, Broward MPO Daniel
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/mpoac_website/meetings/2018/final-staff-minutes.pdf?sfvrsn=8b2821e1_1Final-July-2017-Gov-Bd-Mtg-MinutesJuly192017
Paul Flavien, Broward MPO Daniel Knickelbein, Broward MPO Greg Slay, Capital Region TPA Bob
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/mpoac_website/meetings/2017/final-july-2017-gov-bd-mtg-minutesjuly192017.pdf?sfvrsn=3677c560_1SPI-400-011
psf for slopes equal to or flatter than 1:1½ = 3,300 psf for slopes steeper than 1: 1½. Corrected
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2025/spi/spi-400-011.pdf?sfvrsn=a9c10f91_1SPI-400-011e
psf for slopes equal to or flatter than 1:1½ = 3,300 psf for slopes steeper than 1: 1½. Corrected
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2025/spi/spi-400-011e.pdf?sfvrsn=cc7e2bcc_1SPI-425-052
will normally be applicable to ditches with flatter grades adjoining the inlet. Case 3 will normally
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2025/spi/spi-425-052.pdf?sfvrsn=e83f6680_2SPI-425-052
will normally be applicable to ditches with flatter grades adjoining the inlet. Case 3 will normally
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2026/spi/spi-425-052.pdf?sfvrsn=4470a29_1SPI-400-011
psf for slopes equal to or flatter than 1:1½ = 3,300 psf for slopes steeper than 1: 1½. Corrected
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2026/spi/spi-400-011.pdf?sfvrsn=f7e48797_11200101-122impl
for material allowed to run out of the embankment on a flatter slope than indicated on the cross
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2022/january-2022/review/implemented/1200101-122impl.pdf?sfvrsn=b75eec20_2SPI-400-011
psf for slopes equal to or flatter than 1:1½ = 3,300 psf for slopes steeper than 1: 1½. Corrected
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2027/spi/spi-400-011.pdf?sfvrsn=d61249e5_1SPI-425-052
. Case 2 will normally be applicable to ditches with flatter grades adjoining the inlet. Case 3
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2027/spi/spi-425-052.pdf?sfvrsn=cac5be10_1