4643 search results for fla
SS4520000
. Where sections of forms are joined, ensure that offsets in flat surfaces do not exceed 1/16 inch, surface of the match cast segment with a thin film of a bond breaker consisting of flax soap and talc, or other material approved by the Engineer. Use a soap and talc mixture consisting of five parts flax, per 20 ft width or depth ±1/4 inch per 20 ft not to exceed 1/2 inch. Flat Surface (deviation from
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2012/january-2012/workbook/ss4520000.pdf?sfvrsn=2c649539_0Training
Title Feb-2025 Left Turn Movements and the Flashing Yellow Arrow Display May-2024 Safety Academy, 948: 20 Design Flags to Evaluate Pedestrian and Bicycle Safety at Alternative Intersections Nov-2020, Oct-2018 Rectangular Rapid Flashing Beacons May-2018 Safe Transportation for Every Pedestrian Mar-2018
https://www.fdot.gov/Safety/safetyengineering/training.shtm521-404
Approach Slab (if present) Flat Slab Existing Bent Cap Flat Slab Existing Bridge Deck Existing Bridge Deck Existing Approach Slab (if present) Existing Bent Cap Flat Slab Open Joint in Railing, Railing Existing Post Superstructure Flat Slab Existing Wingwall Existing to remain Structure, Railing Existing Post & DETAIL A to align with edge of post. Saw cut Railing and grind flat, & Existing SECTION A-A SECTION C-C SECTION B-B Slab (if present) or Approach Deck, Flat Slab Existing
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2025/idx/521-404.pdf?sfvrsn=f693d4ac_1521-404
) Existing Approach Slab (if present) Flat Slab Existing Bent Cap Flat Slab Existing Bridge Deck Existing Bridge Deck Existing Approach Slab (if present) Existing Bent Cap Flat Slab Open Joint, A Existing Railing Existing Post Superstructure Flat Slab Existing Wingwall Existing to remain, Railing Existing Post & DETAIL A to align with edge of post. Saw cut Railing and grind flat, & Existing SECTION A-A SECTION C-C SECTION B-B Slab (if present) or Approach Deck, Flat Slab
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2026/idx/521-404.pdf?sfvrsn=ea456796_1mc-review-pa
by ENGMENU • Samples with deficient thickness are flagged as findings in the MC Review o PAs do, a Witnessed By TIN. It will flag instances when the QC Technician’s TIN and the VT Witnessed By TIN
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/materials/mac/training/painfo/mc-review-pa.pdf?sfvrsn=22902a49_6425-031
Slope: Use a flatter cross slope as required to match adjacent nuts, and washers. head nut and one ASTM F436 flat washer each. Hot-dip galvanize anchor bolts, of 6” long with 4” minimum embedment
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2025/idx/425-031.pdf?sfvrsn=9504c53e_1425-031
Slope: Use a flatter cross slope as required to match adjacent nuts, and washers. head nut and one ASTM F436 flat washer each. Hot-dip galvanize anchor bolts, of 6” long with 4” minimum embedment
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2026/idx/425-031.pdf?sfvrsn=eb2664d1_1SS9750000
limits, flash point, boiling point, amount of volatile organic compounds by weight, and specific, by the Department. Prepare four composite and four flat-scribed test panels in accordance with AASHTO R-31, Requirements: Use flat test panels prepared in accordance with AASHTO R-31. Laboratory Testing- Non
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2010/january-2010/workbook/ss9750000.pdf?sfvrsn=f08b4f64_0SS9750000
limits, flash point, boiling point, amount of volatile organic compounds by weight, and specific, by the Department. Prepare four composite and four flat-scribed test panels in accordance with AASHTO R-31, visual impact of the structure. 975-7.2 Laboratory Requirements: Use flat test panels prepared
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2011/january-2011/workbook/ss9750000.pdf?sfvrsn=cbc5541e_0SS9750000
explosive limits, flash point, boiling point, amount of volatile organic compounds by weight, by the Department. Prepare four composite and four flat-scribed test panels in accordance with AASHTO, flat test panels prepared in accordance with AASHTO R-31. Outdoor exposure testing will be performed
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2012/january-2012/workbook/ss9750000.pdf?sfvrsn=b611f7e3_02022_CTD_Annual_Operating_Report-County_Summaries_DataTables
By Type of Service Vehicle Data Vehicle Miles Fixed Route (FR) County: Flagler Demographics Number CTC: Flagler County Public Transportation Contact: Wanda Pittman 113,888 1769 E Moody Blvd Bunnell
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/ctd/docs/studies-reports/2022_ctd_annual_operating_report-county_summaries_datatables.pdf?sfvrsn=424a636b_25140100FHWA
with the geosynthetic. Replace geosynthetic materials with defects, tears, punctures, flaws, deterioration, or other, with the geosynthetic. Replace geosynthetic materials with defects, tears, punctures, flaws
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2026-27/review/fhwa/5140100fhwa.pdf?sfvrsn=28e6a079_11-MPOAC-Staff-Directors-Power-Point-November-01-2018
Rectangular Rapid Flashing Beacon Leading Pedestrian Interval Gives pedestrians a 3+ second head, . RRFBs are active or passive amber LEDs that use an irregular flash pattern at mid- block
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/mpoac_website/meetings/2018/1-mpoac-staff-directors-power-point-november-01-2018.pdf?sfvrsn=94451b48_12-MPOAC-Governing-Board-Power-Point-November-01-2018
Road Diets Rectangular Rapid Flashing Beacon Leading Pedestrian Interval Gives pedestrians a 3, islands. RRFBs are active or passive amber LEDs that use an irregular flash pattern at mid- block
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/mpoac_website/meetings/2018/2-mpoac-governing-board-power-point-november-01-2018.pdf?sfvrsn=98fa2d95_1Historical Item Averages 2022
$10,760.10 $53,800.50 5.000 EA N FLARED END SECTION, CONCRETE, 18" 0430200 29 1 $12,219.69 $12,219.69 1.000 EA N FLARED END SECTION, CONCRETE, 24" 0430200 33 2 $11,281.14 $22,562.28 2.000 EA N FLARED END SECTION, CONCRETE, 30" 0430200 40 1 $9,147.46 $27,442.38 3.000 EA N FLARED END SECTION, CONCRETE, 42, CY N PIPE FILLING AND PLUGGING 0430880 04 1 $130,000.00 $130,000.00 1.000 EA N FLAP GATES, 49-60
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/fpo/fpc/reports/historicalitemaveragecost/annual/pdf/historical-item-averages-2022.pdf?sfvrsn=7b8d031c_1Gov-Bd-Mtg-Minutes-4_29_21-FINAL
Estep, Lake-Sumter MPO Tia Boyd, CUTR Mary Beth Washnock, Bay County TPO Paul Flavien, Broward MPO
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/mpoac_website/meetings/2021/gov-bd-mtg-minutes-4_29_21-final.pdf?sfvrsn=f7553af_1Staff-Minutes-4_29_21-FINAL
William McDaniel, Collier MPO, MPOAC Governing Board member Paul Calvaresi, Broward MPO Paul Flavien
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/mpoac_website/meetings/2021/staff-minutes-4_29_21-final.pdf?sfvrsn=509c9a21_1SPI-521-480
, perpendicular, angled or flared end bent wing walls. Each Standard includes several schemes, not meeting Case 1 or 2) None Flared with parallel portions Case 1: On Wing Wall Wing wall, : On Bridge (when not meeting Case 1 or 2) None Flared without parallel portions On Bridge None
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2025/spi/spi-521-480.pdf?sfvrsn=3b25f856_1E6P22-R0BidTabs
: 0105 E536 6423 GUARDRAIL END TREATMENT-FLARED APPROACH TERMINAL, REPLACE, NCHRP 350 3.000 EA, 0170 E536301501 END ANCHOR ASSEM TYPE II (REPL FLARED END SECT) 2.000 EA 100.00000 200.00, E536322511 END ANCHOR ASSEM FLARED (REPL SPECIAL END SHOE) 3.000 EA 350.00000 1,050.00 50.00000 150.00
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/d6/bid-tabs/2024/feb22/e6p22-r0bidtabs.pdf?sfvrsn=3b1bf716_1SPI-521-480
, perpendicular, angled or flared end bent wing walls. Each Standard includes several schemes, not meeting Case 1 or 2) None Flared with parallel portions Case 1: On Wing Wall Wing wall, : On Bridge (when not meeting Case 1 or 2) None Flared without parallel portions On Bridge None
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2026/spi/spi-521-480.pdf?sfvrsn=9da22426_1