4551 search results for fla
SS4520000
. Wheresectionsofforms are joined, ensure that offsets in flat surfaces do not exceed 1/16 inch, 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 soap to one part talc. The Engineer will base, ft not to exceed 1/2 inch. Flat Surface (deviation from a plane at any location) ±0.025 in/ft
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2010/january-2010/workbook/ss4520000.pdf?sfvrsn=99075657_0SS4520000
. 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_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_2SS9750000
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_0Historical 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_1521-404
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_1E51D4BidTabs
District 5 Call Order: Letting: District: 006 Contract Desc: BREVARD, DIST/ST- WIDE, FLAGLER, LAKE, Project(s): BREVARD, DIST/ST- WIDE, FLAGLER, LAKE, MARION, ORANGE, OSCEOLA, SEMINOLE, SUMTER
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/d5/bid-tabs/2024/jun18/e51d4bidtabs.pdf?sfvrsn=4caa2d3_1Approved CTQP Providers - Earthwork Inspection
Florida International University Dept of Civil & Environmental Engineering 10555 West Flagler, Flagler Street (EC-2430) Miami, Florida 33174 (305) 348-4893 Email Website GBF Engineering, Inc
https://www.fdot.gov/construction/training/ctqp/approvedproviders/providers/earthwork.shtmApproved CTQP Providers - Asphalt Paving
International UniversityDept of Civil & Environmental Engineering 10555 West Flagler Street (EC-2430)Miami, & Environmental Engineering 10555 West Flagler Street (EC-2430)Miami, Florida 33174 (305) 348-4893
https://www.fdot.gov/construction/training/ctqp/approvedproviders/providers/asphalt.shtmE54D8
Florida Department of Transportation Bid Solicitation Notice and Approximate Quantities Letting: 05251202 Call Order: 002 Proposal: E54D8-R0 District:05 Counties: FLAGLER, LAKE, SEMINOLE, VOLUSIA Road Name: DRAINAGE REPAIR Limits: Midpoint Project(s): 41232657264(*) Federal Aid No: N/A Total Roadway Length: 0.000 Miles Contract Days: 365 Total Bridge Length: 0.000 Miles Letting Date, Fiscal Year: 2026 Counties: Volusia, Flagler, Lake and Seminole Counties Contract Calendar Days: 365
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/d5/lettings/2025/dec02/e54d8.pdf?sfvrsn=b6d0df8f_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/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_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_1Quadguard M10 - MASH TL3 - Manual
System Below is configura system d questions Note: C Tension Flat Scre Mushroo, W/Holes 8 Bracket, Ca Bolt, Hex, 1 Nut, Hex, 1/ Washer, Fla 0 Washer, Fla 8 art, Nose, , L, ityhighway.c , One Bay, Q 611370 4X6 1/2, G5 117540 Flat, 3/4X2 118027 W/Logo 611669, syste ains adhesive g an approve d adhesive i choring adhe hesive kit fo ear open fla ion, compress y Approved he borehole Cauti manu the Washer e a flat wash tud is flush w rt Studs
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/maintenance/rdw/ispe/crash-cushion/quadguard-m10---mash-tl3---manual.pdf?sfvrsn=7f22a505_15140100FHWA
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_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_1