4542 search results for fla
DSPI-D540-001
Specialty Engineer. Only HTCB systems on slopes 1:6 or flatter that have been crash tested, , are as follows: 1. Where possible, locate HTCB on relatively flat, unobstructed terrain with a slope of 1:10 or flatter. 2. Locate on shoulders or median cross-slopes up to 1:6. 3. If slopes steeper, Index D540-001 High Tension Cable Barrier February 2025 4 Systems installed within fairly flat, water runoff or drainage features exist. For slopes of 1:6 or flatter follow the HTCB Lateral Offset
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/dev/dspi/dspi-d540-001.pdf?sfvrsn=450ce70f_64600101int
on the splice plate. Place the mark on top or bottom flange splice plates, on the right or left, to the erection site. Place a corresponding mark on the girder flange opposite the mark in the splice plate. As an alternate location for tub girder bottom flange splice plates, place the mark midway, a matching mark on the girder flange opposite the mark on the splice plate. Mark girders and beams on the left end, according to the orientation shown in the shop drawings, near the top flange. Mark
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2026-27/review/internal/4600101int05146ff4-3141-4300-9fa7-96a4e4dc97a6.pdf?sfvrsn=396cff93_14600101ind
on the splice plate. Place the mark on top or bottom flange splice plates, on the right or left, to the erection site. Place a corresponding mark on the girder flange opposite the mark in the splice plate. As an alternate location for tub girder bottom flange splice plates, place the mark midway, a matching mark on the girder flange opposite the mark on the splice plate. Mark girders and beams on the left end, according to the orientation shown in the shop drawings, near the top flange. Mark
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2026-27/review/industry/4600101ind.pdf?sfvrsn=c300de54_1Approved 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.shtmProduct Specifications
and Supplemental Requirements Document Links APL Specification Number - Name Rev No Automated Flagger, Assemblies 14.0 Rectangular Rapid Flashing Beacon 654 - Midblock Crosswalk Enhancement Assemblies
https://www.fdot.gov/traffic/traf-sys/product-specifications.shtm2024FDM918DrngMap
of construction with station equations. Show stationing at an appropriate interval. (4) Flag and station the begin and end project limits. (5) Flag and station the begin and end of bridges
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/fdm/review/2024fdm918drngmap.pdf?sfvrsn=744c533e_12024FDM919LatDitch
and dimensions as appropriate: Flag and station the begin and end lateral ditch or outfall construction, the design intent, include the following: Flag and station the begin and end lateral ditch. Label
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/fdm/review/2024fdm919latditch.pdf?sfvrsn=27d6bf6b_12024FDM919LatDitch
and dimensions as appropriate: Flag and station the begin and end lateral ditch or outfall construction, necessary to convey the design intent, include the following: Flag and station the begin and end lateral
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/fdm/2024/2024fdm919latditch.pdf?sfvrsn=b1a7a976_12025FDM918DrngMap
of construction with station equations. Show stationing at an appropriate interval. (4) Flag and station the begin and end project limits. (5) Flag and station the begin and end of bridges
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/fdm/2025/review/2025fdm918drngmap.pdf?sfvrsn=2dce83a3_22025FDM919LatDitch
labeling and dimensions as appropriate: Flag and station the begin and end lateral ditch or outfall, to convey the design intent, include the following: Flag and station the begin and end lateral ditch
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/fdm/2025/review/2025fdm919latditch.pdf?sfvrsn=50351411_22025FDM919LatDitch
labeling and dimensions as appropriate: Flag and station the begin and end lateral ditch or outfall, labeling and dimensions necessary to convey the design intent, include the following: Flag
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/fdm/2025/2025fdm919latditch.pdf?sfvrsn=170403d2_22026FDM919LatDitch
. Provide the following labeling and dimensions as appropriate: Flag and station the begin and end, : Flag and station the begin and end lateral ditch. Label percent grade for each tangent section. When
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/fdm/2026/review/2026fdm919latditch.pdf?sfvrsn=69452d09_22026FDM918DrngMap
at an appropriate interval. (4) Flag and station the begin and end project limits. (5) Flag and station
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/fdm/2026/review/2026fdm918drngmap.pdf?sfvrsn=f0c0326f_22026FDM919LatDitch
. Provide the following labeling and dimensions as appropriate: Flag and station the begin and end, : Flag and station the begin and end lateral ditch. Label percent grade for each tangent section. When
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/fdm/2026/2026fdm919latditch.pdf?sfvrsn=bcf3621a_19950207-122origind
D3359, ASTM D3363, and ASTM D522. Surface erosion, flaking, or oxidation must not occur within, ), as per ASTM D746 4. Flammability: Self-extinguishing, as per ASTM D635 5. Tensile Strength, yield, Brittleness Temp. Below -200°F (-129°C) ASTM D 746 Flammability Self-extinguishing ASTM D 635 Tensile
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2022/january-2022/review/internal/9950207-122origind.pdf?sfvrsn=cf07cbcf_29900200-723impl
of continuous operation without sunlight with a minimum of onsite maintenance for Automated Flagger, . The display housing assembly shall be weather-tight. 2. Except for Automated Flagger Assistance, and frame for the display assembly shall be painted flat black and shall meet Federal Specification TT, signs and radar speed display units. Automated Flagger Assistance Devices may be trailer or non
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2023-24/review/implemented/9900200-723impl.pdf?sfvrsn=9dda2e4c_2chgtab
composition and binder content requirements, and flashpoint requirements 5 SUPPLEMENTAL SPECIFICATIONS
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2007/january-2007/workbook/chgtab.pdf?sfvrsn=ebea6ee8_0