3165 search results for intersection
521-611
of the intersection of the retaining wall at approach slabs: See Wall Company Drawings for number and spacing
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2026/idx/521-611.pdf?sfvrsn=dc45cec6_1521-610
Pavement Approaches) 11. The following Indexes contain details of the intersection of the retaining
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2026/idx/521-610.pdf?sfvrsn=fecd8620_1SPI-649-030_31
poles are used for a skewed intersection, the standard design should be used whenever possible
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2026/spi/spi-649-030_31.pdf?sfvrsn=c50808_1D4 Public Hearing Report 2026 - Broward
444122-4 $250,000 444977-2 - SR-820/ PINES BLVD AT 196TH AVE Type of Work: INTERSECTION IMPROVEMENT, $9,325,421 Total for Project 445624-1 $9,325,421 445655-1 - SR-84 AT WESTON ROAD INTERSECTION, : INTERSECTION IMPROVEMENT Phase Fund Code 2026 2027 2028 2029 2030 Construction ACSS $868,319 Total
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/d4_documents/d4-public-hearing-report-2026---broward.pdf?sfvrsn=90b712af_3PublicHearing_PASCO COUNTY_Summary_2026-2030
ROAD Type of Work: INTERSECTION IMPROVEMENT Phase Funding Source 2026 2027 2028 2029 2030
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/d7wpph/publichearing_pasco-county_summary_2026-2030.pdf?sfvrsn=cbb625a1_1FDOT Continues to Take Transportation to New Heights in 2024
debris and widespread intersection signal outages left in their wake, even as many of these team
https://www.fdot.gov/info/co/news/2024/12202024SPI-649-030Series2
to the sign. 9. When double arm poles are used for a skewed intersection, the standard design should be used
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2026/spi/spi-649-030series2.pdf?sfvrsn=89fa1094_2Type 2 CE QC Guidance
Memorandum Intersection Control Evaluation Forms Bridge Development Report Bridge Replacement
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/environment/pubs/pdeman/type-2-ce-qc-guidance_current.pdf?sfvrsn=deecc665_344653515201-PLANS-04-LIGHTING
SIGNALIZED INTERSECTION - LIGHTING RETROFIT EXISTING LIGHT POLE TO BE REMOVED BY OTHERS. PULL
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/procuement_marketingd1/documents/fy-25-26/ad--26106/44653515201-plans-04-lighting.pdf?sfvrsn=69a9d84a_1Staff-Directors-Meeting-PackageFEB18
roadway departure, intersection, and pedestrian and bicycle crashes. Among the 20 Proven Safety
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/mpoac_website/meetings/2018/staff-directors-meeting-packagefeb18.pdf?sfvrsn=1eb6a555_1Final-Gov-Bd-Mtg-Minutes
transit center, landscaping, drainage improvements, and intersection and traffic calming retreats
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
, and intersection and traffic calming retreats. Alternative Fuel Corridor destinations were
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/mpoac_website/meetings/2018/final-staff-minutes.pdf?sfvrsn=8b2821e1_1Final-Oct-2017-Staff-Minutes
that practitioners can implement to successfully address roadway departure, intersection, and pedestrian
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/mpoac_website/meetings/2017/final-oct-2017-staff-minutes.pdf?sfvrsn=4e15e99f_12007_Use of Nondestructive Techniques to Estimate the Allowable Vibratory Compaction Level during Construction
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/materials/pavement/research/reports/fcpe/2007_use-of-nondestructive-techniques-to-estimate-the-allowable-vibratory-compaction-level-during-construction.pdf?sfvrsn=e1e3bf6a_1CH 6_redline_2025-02
for standard installation in coastal zones most susceptible to high winds and when intersection
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/lap/manual/review/fy-2024-25/ch-6_redline_2025-02.pdf?sfvrsn=301d7482_1Chapter5s12Redline
, 2024TBD Final As-Built Plans 5.12-9 (c) Intersection and crossover details which have been modified
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/construction/manuals/cpam/newhistory/chapter5s12redline.pdf?sfvrsn=ce8404ad_12TP-05-06-25BSN2
the southbound SR 429 ramps intersection to Maguire Road. No Pre-Bid Conference. Contractor must
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/tp/lettings/2025/may06/tp-05-06-25bsn2.pdf?sfvrsn=6027750d_1D005011e.do
No. 17346 (Sheet 12 of 13), ‘MAJOR INTERSECTION WITH RIGHT TURN DROP LANE AND DESIGNATED
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2004/january-2004/workbook/d005011e.do.pdf?sfvrsn=8090d29f_07000000-723impl
. Provide one photoelectric cell for all internally illuminated signs at each intersection. Use an L
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2023-24/review/implemented/7000000-723impl.pdf?sfvrsn=5f6af1dc_1Z5092BidTabs
28,000.00000 280,000.00 0090 0670 4 1 INTERSECTION CONTROL BEACON CONTROLLER ASSEMBLY, FURNISH & INSTALL
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/d5/bid-tabs/2025/jun03/z5092bidtabs.pdf?sfvrsn=47b8bd6a_1