2414 search results for fla
WIM Comfort Station I-95
Flagler County / WIM2.5mi. North of SR 100 (Exit 284) District 5 - North bound, Flagler County / WIM 3.3mi. North of Palm Coast Pkwy (Exit 289) District 5 - South bound
https://www.fdot.gov/maintenance/rest-area-app/wim-comfort-station-i-95Approved CTQP Providers - Aggregates
University Department of Civil & Environmental Engineering 10555 West Flagler Street (Office, & Environmental Engineering 10555 West Flagler Street (Office EC-2430) Miami, Florida 33174 (305
https://www.fdot.gov/construction/training/ctqp/approvedproviders/providers/aggregate.shtmApproved CTQP Providers - Asphalt Plant
Dept of Civil & Environmental Engineering 10555 West Flagler Street (Office EC-2430) Miami, Florida, International University Dept of Civil & Environmental Engineering 10555 West Flagler Street (Office EC-2430
https://www.fdot.gov/construction/training/ctqp/approvedproviders/providers/asphaltplant.shtmE55F2
Florida Department of Transportation Bid Solicitation Notice and Approximate Quantities Letting: 05250204 Call Order: 002 Proposal: E55F2 District:05 Counties: FLAGLER Road Name: SR 5 (US-1) Limits: 73010000 Project(s): 44521625201(*) Federal Aid No: N/A Total Roadway Length: Contract Days: 170 Total Bridge Length: Letting Date: 02/04/25 Total Proposal Length: 6 . 175 Miles 0.000, Coast Parkway northerly for 6.175 miles to south of the St Johns County line in Flagler County
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/d5/lettings/2025/feb4/e55f2.pdf?sfvrsn=bce41192_4Professional Services Marketing D6
& 25613 I : SR 985/NW 107 Avenue from North of Flagler Street to North of SR 836/Dolphin Expressway & SR, from N Flagler 87072000_Safety Study_SR 985_SW 107 Av from NW 7 St to SR 836 WB Ramps - Final
https://www.fdot.gov/procurement/marketingd6/default.shtmE4X48 Attachment III Henry Kinney Tunnel Standard Operations Procedures (Draft)
: Explosive vapors. Flammable materials. Noxious fumes. Corrosive compounds, Inhalation Hazard Flammable Gas Flammable Flammable Solid Combustible Organic Peroxide Oxidizer Corrosive Poison Prohibited Bulk Vehicle Placards Combustible Fuel Oil Harmful Non-Flammable Gas
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/d4/rfp/e4x48/e4x48-attachment-iii-henry-kinney-tunnel-standard-operations-procedures-(draft).pdf?sfvrsn=c39c9a3a_1ST JOHNS_Draft Tentative Work Program Public Hearing_By Project_10-11-2023
$4,000,000 433126-4 - NORTHEAST FLA REG APT DESIGN & CONST HANGARS PFL0014305 Type of Work: AVIATION, : Aviation 439967-1 - NORTHEAST FLA REG APT DESIGN & CONST ARFF BUILDING PART 139 PFL0007619 Type, $1,667,000 Local $75,000 State $75,000 Total for Project 439967-1 $1,817,000 439968-1 - NE FLA REG, $1,868,027 $6,801,406 210265-9 - SRA1A FROM FLAGLER C/L TO E MAGNOLIA AVE Type of Work: RESURFACING
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/d2_documents/st-johns_draft-tentative-work-program-public-hearing_by-project_10-11-2023.pdf?sfvrsn=b830ddd1_1ST JOHNS_Draft Tentative Work Program Public Hearing_D2 By Description_10-11-2023
for Project 433126-2 $2,000,000 439968-1 - NE FLA REG APT ACQUISITION OF INDEX B ARFF VEH REQ PART 139, Logistics And Passenger Operations Program: Aviation 439967-1 - NORTHEAST FLA REG APT DESIGN & CONST, 439967-1 $1,817,000 433126-4 - NORTHEAST FLA REG APT DESIGN & CONST HANGARS PFL0014305 Type of Work, State $1,105,549 Total for Project 210265-8 $1,868,027 $6,801,406 210265-9 - SRA1A FROM FLAGLER C/L
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/d2_documents/st-johns_draft-tentative-work-program-public-hearing_d2-by-description_10-11-2023.pdf?sfvrsn=6437cf63_19710104-724IMPL
Resistance AASHTO T 250, 1.0 N·m - Flash Point AASHTO T 250 475ºF - * The durometer and panel shall, AASHTO T 250 1.0 N·m - Flash Point AASHTO T 250 475ºF - Table 971-17 Property Test Method Minimum, include flattening of the profile or raised portions of the line. The flattening of the profile
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jul24/9710104-724impl.pdf?sfvrsn=2fcb78bb_12024FDM210ArterialsCollectors
PAVED SHOULDERS CONNECTING 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 - PAVED SHOULDERS 200' 200' 200' 200' L=WS W W 200' 200
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/fdm/2024/2024fdm210arterialscollectors.pdf?sfvrsn=67b36807_2715-003IntReviewPkg
Face) (Welding " Min. 2 1 FIXTURE ARM ASSEMBLY Alloy Group 2, Condition CW1. flat washers per, , the circular bottom. 6" pitch, 3 flat turns top and 1 flat turn centers (max.) or D10 (or W10) spiral, to or flatter than 1:2 add flatter than 1:4. For slopes steeper than 1. Depths shown are for slopes, ) (Welding " Min. 2 1 FIXTURE ARM ASSEMBLY Alloy Group 2, Condition CW1. flat washers per ASTM, section shown may be substituted 3. For precast foundations, the circular bottom. 6" pitch, 3 flat
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/irr/2026/715-003intreviewpkg.pdf?sfvrsn=71650a2e_1715-003IndReviewPkg
1 FIXTURE ARM ASSEMBLY Alloy Group 2, Condition CW1. flat washers per ASTM F593G & F594G, bolts, . For precast foundations, the circular bottom. 6" pitch, 3 flat turns top and 1 flat turn centers, depths shown. 1:4 and equal to or flatter than 1:2 add flatter than 1:4. For slopes steeper than 1, CW1. flat washers per ASTM F593G & F594G, bolts, nuts, and spring lock washers. Use " min. 2 1, , the circular bottom. 6" pitch, 3 flat turns top and 1 flat turn centers (max.) or D10 (or W10) spiral @ 2
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/irr/2026/715-003indreviewpkg.pdf?sfvrsn=8e7f725f_2715-003FHWAReviewPkg
1 FIXTURE ARM ASSEMBLY Alloy Group 2, Condition CW1. flat washers per ASTM F593G & F594G, bolts, . For precast foundations, the circular bottom. 6" pitch, 3 flat turns top and 1 flat turn centers, depths shown. 1:4 and equal to or flatter than 1:2 add flatter than 1:4. For slopes steeper than 1, CW1. flat washers per ASTM F593G & F594G, bolts, nuts, and spring lock washers. Use " min. 2 1, , the circular bottom. 6" pitch, 3 flat turns top and 1 flat turn centers (max.) or D10 (or W10) spiral @ 2
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/irr/2026/715-003fhwareviewpkg.pdf?sfvrsn=2b56aee7_1715-003FHWAApproved
1 FIXTURE ARM ASSEMBLY Alloy Group 2, Condition CW1. flat washers per ASTM F593G & F594G, bolts, . For precast foundations, the circular bottom. 6" pitch, 3 flat turns top and 1 flat turn centers, depths shown. 1:4 and equal to or flatter than 1:2 add flatter than 1:4. For slopes steeper than 1, Alloy Group 2, Condition CW1. flat washers per ASTM F593G & F594G, bolts, nuts, and spring lock, be substituted 3. For precast foundations, the circular bottom. 6" pitch, 3 flat turns top and 1 flat
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/irr/2026/715-003fhwaapproved.pdf?sfvrsn=be0f5482_1Florida TIM Responder - June 2021
(H x W) monitor array. Left Wall 1 (Operations): Twelve (12) 55” LED 4K flat panel display units configured in a 3 x 4 (H x W) monitor array. Left Wall 2 (FHP): Twelve (12) 55” LED 4K flat panel, ” LED 4K flat panel display units configured in a 2 x 3 (H x W) monitor array. R i g ht Wall 2 (FHP): Six (6) 55” LED 4K flat panel display units configured in a 2 x 3 (H x W) monitor array. A l l d i, to be engulfed in flames, Mr. G o m ez was not able to determine if a motorist was still inside the vehicle
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/traffic/cvotim/tim/newletters/florida-tim-responder---june-2021.pdf?sfvrsn=c094f1e0_15140200int
, flaws, deterioration, or other damage at no additional cost to the Department. ARTICLE 514-4
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/review/fy2025-26/internal/5140200int.pdf?sfvrsn=79521b77_15140200ind
, flaws, deterioration, or other damage at no additional cost to the Department. ARTICLE 514-4
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/review/fy2025-26/industry/5140200ind.pdf?sfvrsn=c754b190_19960101FHWA
be free of flaws such as cracks, sharp, broken, or uneven edges, and voids. Ensure in-ground
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/review/fy2025-26/fhwa/9960101fhwa.pdf?sfvrsn=6ec0b093_1E6O87
- TREES, FLORIDA FLAME RED MAPLE, ACER RUBRUM 'FLORIDA FLAME', 11-14' OVERALL HEIGHT EA 10.000, EA 50.000 0580- 7-553 LANDSCAPE- SMALL SHRUB/ORNAMENTAL GRASS, DIANELLA TASMANICA- TASMAN FLAX-LILY
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/d6/lettings/2024/jan25/e6o87.pdf?sfvrsn=e275970e_1446-001FHWAApproved
of one-tenth percent (0.10%). except on profiles flatter than one-tenth percent (0.10%) install, the concrete pavement subdrainage 50’ beyond and begin 50’ before the flat point and under travel lanes, on a minimum grade of one-tenth percent (0.10%). except on profiles flatter than one-tenth percent (0.10, . Extend the concrete pavement subdrainage 50’ beyond and begin 50’ before the flat point and under
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/irr/2025/446-001fhwaapproved.pdf?sfvrsn=4158a61f_1