1000 search results for stop signs
SS7860000
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 07
" STOP BAR 0102913 24 1 $21.00 $1,050.00 50.000 LF N REMOVABLE TAPE, WHITE, 12" CROSSWALK 0104 1 1, SIGN ASSEMBLY, F&I GROUND MOUNT, 30.1+ SF SHEETING AREA FOR BACK TO BACK SIGNS 0700 1311 1
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/estimates/reports/historical-item-average-costs-reports/moving/market-area/pdf/historical-item-averages-market-area-07.pdf?sfvrsn=30c5e22b_20Historical Item Averages Market Area 05
0102913 23 1 $43.00 $3,225.00 75.000 LF N REMOVABLE TAPE, WHITE, 24" STOP BAR 0102913 29 2 $593.75, FOR BACK TO BACK SIGNS 0700 1311 2 $3,865.94 $19,329.70 5.000 EA N SINGLE COLUMN GROUND SIGN ASSEMBLY
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/estimates/reports/historical-item-average-costs-reports/moving/market-area/pdf/historical-item-averages-market-area-05.pdf?sfvrsn=c640785e_204550201D01-724FHWA
inches rebound per blow. Stop driving as soon as the Engineer determines that the pile has reached
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2024-25/review/fhwa/4550201d01-724fhwa.pdf?sfvrsn=c654f883_14550300.FHWA
by the Engineer and less than 1/4 inches rebound per blow. Stop driving as soon as the Engineer determines, . 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/fhwa/4550300.fhwa.pdf?sfvrsn=47362d2e_044893815201-DrainageReportTechMemo
: 448938-1-52-01 several median crossovers displayed signs of ponding due to the median ditch grading. Multiple end treatment structures also had signs of erosion. A coordination meeting with FDOT was also, Resources. If unmarked human remains are encountered, all work shall stop immediately and the proper
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/procuement_marketingd1/documents/fy24-25/ad--25131/44893815201-drainagereporttechmemo.pdf?sfvrsn=ac09d94_1441700-1 Cove Road DRAFT Type2CEDetermination_20250326
to operate at LOS D during the AM peak hour. Additionally, all stop-controlled approaches, the panther requires to fulfill its life history requirements. No suitable habitat, individuals, or signs
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/cove-road-study/441700-1-cove-road-draft-type2cedetermination_20250326.pdf?sfvrsn=34030ac9_1SS4600000
to tensile stress may be thermally cut, followed by appropriate grinding to smooth the periphery. Stop
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2007/january-2007/workbook/ss4600000.pdf?sfvrsn=812265b4_0SS4600000
to tensile stress may be thermally cut, followed by appropriate grinding to smooth the periphery. Stop
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2007/january-2007/workbook/ss4600000704c0d2d437c438f8b5abc833de0af3f.pdf?sfvrsn=94f55b0e_0SS4600000
to tensile stress may be thermally cut, followed by appropriate grinding to smooth the periphery. Stop
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2008/january-2008/workbook/ss4600000.pdf?sfvrsn=19f50524_04600000.origind
. Stop the practice if gouges or other defects occur, or if directed by the Engineer. These holes
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2015/january-2015/review/internal/4600000.origind.pdf?sfvrsn=b7a9a543_0SS4600000
by appropriate grinding to smooth the periphery. Stop the practice if gouges or other defects occur
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2009/january-2009/workbook/ss4600000e782745f28d14bc28a7ee5746f91ef56.pdf?sfvrsn=2dd36b5a_0