1148 search results for stop signs
20121485201_PLANS-01-ROADWAY_PHASE_IV
TOPOFBANK MAPLES&CYPRESS TOPOFBANK TOEOFSLOPE GROUND GROUND GROUND STOP 12" CEDAR42, 'CHAINLINKFENCE BURI ED FI BER OPTI CS "BUSINESSCONTINUITYCENTER" GENEROBSONLANE/STOP STOP, " TOPOFBANK TOPOFBANK TOEOFSLOPE TOEOFSLOPE GROUND GROUND GROUND GROUND GROUND GROUND STOP
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/procuement_marketingd1/documents/fy24-25/ad-25105/20121485201_plans-01-roadway_phase_iv.pdf?sfvrsn=b060b926_1Pt2Ch2-073124_clean
to be used for SHS by FDOT. It provides guidance for signs, signals, markings and specialized traffic, of auxiliary lanes • Length of auxiliary lanes • Intersection types (signalized, stop
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/environment/pubs/pdeman/2024/pt2ch2-073124_clean.pdf?sfvrsn=3928b019_1Title VI IP_FDOT_2025. final
or area. ROW is also responsible for the outdoor advertising signs along state highways, . The remaining elements Stop! Willful agency noncompliance or significant issues with the primary
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/equalopporunity/title-vii/title-vi-ip_fdot_2025-final.pdf?sfvrsn=9e19dbc5_1Title VI IP_FDOT_2025. final
or area. ROW is also responsible for the outdoor advertising signs along state highways, . The remaining elements Stop! Willful agency noncompliance or significant issues with the primary
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/equalopporunity/titlevi/title-vi-ip_fdot_2025-final.pdf?sfvrsn=f9bcb1fd_14550201-724IMPLrev
rebound per blow. Stop driving as soon as the pile has reached practical refusal. 455-5.11.4 Set-checks, any redesign and signs and seals the redesign drawings and computations. Do not begin any proposed
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2024-25/review/implemented/4550201-724implrev.pdf?sfvrsn=ca68c24e_14550201-724IMPL
rebound per blow. Stop driving as soon as the pile has reached practical refusal. 455-5.11.4 Set-checks, any redesign and signs and seals the redesign drawings and computations. Do not begin any
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2024-25/review/implemented/4550201-724impl.pdf?sfvrsn=5be8e41b_14550201-724origind
damage and less than 1/4 inches rebound per blow. Stop driving as soon as the Engineer determines
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2024-25/review/internal/4550201-724originde8a68c24-55aa-4713-900d-c3e18e2be83f.pdf?sfvrsn=20943735_14550201-724origind
damage and less than 1/4 inches rebound per blow. Stop driving as soon as the Engineer determines
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2024-25/review/internal/4550201-724origind.pdf?sfvrsn=1a1a73cf_14550300.origind
at the highest setting determined by the Engineer and less than 1/4 inches rebound per blow. Stop, to the Department. Ensure the Contractor’s Engineer of Record performs any redesign and signs and seals
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2018/january-2018/review/internal/4550300.origind.pdf?sfvrsn=b9ceae53_04550202.impl
determined by the Engineer and less than 1/4 inches rebound per blow. Stop driving as soon, . Ensure the Contractor’s Engineer of Record performs any redesign and signs and seals the redesign
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2018/january-2018/review/implemented/4550202.impl.pdf?sfvrsn=d0294992_0SS7860000
in accordance with the AASHTO 1994 Standard Specifications for Structural Supports for Highway Signs
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2007/january-2007/workbook/ss786000026e5e51e8271403d9f5349436efa54b6.pdf?sfvrsn=58c49f83_0SS7860000
in accordance with the AASHTO 1994 Standard Specifications for Structural Supports for Highway Signs
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2007/january-2007/workbook/ss7860000.pdf?sfvrsn=c23d1e59_0SS7860000
in accordance with the AASHTO 1994 Standard Specifications for Structural Supports for Highway Signs
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2008/january-2008/workbook/ss7860000.pdf?sfvrsn=a93a92be_04600000.impl
be thermally cut, followed by appropriate grinding to smooth the periphery. Stop the practice if gouges
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2015/january-2015/review/implemented/4600000.impl.pdf?sfvrsn=7c729e85_0SS7860000
in accordance with the AASHTO 1994 Standard Specifications for Structural Supports for Highway Signs
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2009/january-2009/workbook/ss7860000c0e85d9b8c934ac1ac8f18532a453ff0.pdf?sfvrsn=984735fe_0SS4620000
, and properly attached without crushing, tearing or other signs of failure. 462-4.3 Grout: Use only grouts
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2012/january-2012/workbook/ss4620000.pdf?sfvrsn=a042debd_044912215201-ESTIMATES-QUANTITIES
Existing Structures - Inspection and Settlement Monitoring LS 1 1 3 Signs - Sta. 33+60, 68' LT.; Sta, Pavement Markings, Standard, White, Solid for Stop Line or Crosswalk, 24" LF 640.0 640 Phase II
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/procuement_marketingd1/documents/fy-25-26/ad--26121/44912215201-estimates-quantities.pdf?sfvrsn=67e79e31_1Historical Item Averages Market Area 05
'-4' SKIP, 6" WIDE 0102913 23 1 $43.00 $3,225.00 75.000 LF N REMOVABLE TAPE, WHITE, 24" STOP BAR, SHEETING AREA FOR BACK TO BACK SIGNS 0700 1212 1 $4,700.00 $4,700.00 1.000 EA N SINGLE COLUMN GROUND
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/fpo/fpc/reports/historicalitemaveragecost/moving/market-area/pdf/historical-item-averages-market-area-05.pdf?sfvrsn=71dccc23_4Historical Item Averages Market Area 07
0102913 23 1 $38.00 $1,710.00 45.000 LF N REMOVABLE TAPE, WHITE, 24" STOP BAR 0102913 24 1 $21.00, MOUNT, 30.1+ SF SHEETING AREA FOR BACK TO BACK SIGNS 0700 1311 1 $9,280.00 $9,280.00 1.000 EA N
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/fpo/fpc/reports/historicalitemaveragecost/moving/market-area/pdf/historical-item-averages-market-area-07.pdf?sfvrsn=b2fc8db_5Historical Item Averages Market Area 10
TAPE, WHITE, SOLID 6" 0102913 23 1 $19.13 $573.90 30.000 LF N REMOVABLE TAPE, WHITE, 24" STOP BAR, , F&I GROUND MOUNT, 30.1+ SF SHEETING AREA FOR BACK TO BACK SIGNS 0700 1500 6 $326.11 $8,804.97
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/fpo/fpc/reports/historicalitemaveragecost/moving/market-area/pdf/historical-item-averages-market-area-10.pdf?sfvrsn=f5bd32ef_4