7243 search results for Pavement
FDOTTrafficPlans-Ch03Ch04Chapter
the Signing & Pavement Marking Files Group. Refer to chapter 1 in this training guide for assistance, Borders file. Create the file in the Signing folder using the Signing & Pavement Marking Files Group, & Pavement Markings General Notes Sheet In this exercise the student will create the General Notes design, Signing & Pavement Markings General Notes Sheet 4-2 ©2016 FDOT FDOT Traffic Plans 7. From FDOT, notes. 11. Click the Ok button to continue. Miscellaneous Sheets - Create Signing & Pavement
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/cadd/downloads/webinars/files/microstation/fdottrafficplans-ch03ch04chapter_e4d9a7dd-09a2-4e78-8762-a61dc182e294.pdf?sfvrsn=1edccb45_02024FDM222Peds
on flush shoulder roadways is not to be constructed directly adjacent to the roadway or shoulder pavement, , signing, pavement markings and other treatments at midblock and unsignalized intersections. For crosswalk signing and pavement markings, see FDM 230 , MUTCD , and Standard Plans, Index 711-001, additional criteria for signing and pavement markings. For requirements for school signs and markings, to FDM 230.6 for information on pavement markings and midblock crossings. If site conditions
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/fdm/2024/2024fdm222peds.pdf?sfvrsn=4d8dcc5c_42025FDM222Peds
roadways are not to be constructed directly adjacent to the roadway or shoulder pavement. Nearing, on additional treatments including signals, signing, pavement markings and other treatments at midblock and unsignalized intersections. For crosswalk signing and pavement markings, see FDM 230 , the MUTCD, % but not greater than 5%. School zone crosswalks have additional criteria for signing and pavement markings, with refuge islands. Refer to FDM 230.6 for information on pavement markings and midblock crossings
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/fdm/2025/review/2025fdm222peds.pdf?sfvrsn=13076126_5D3-01-09-25BSN
gutter, sidewalk, driveways), drainage (inlets, manholes, culvert), pavement markings (midblock, 01 SY 252.000 0327- 70- 4 MILLING EXISTING ASPHALT PAVEMENT, 3" AVG DEPTH SY 7,068.000 Page 8 Bid, Description Unit Quantity 0327- 70- 5 MILLING EXISTING ASPHALT PAVEMENT, 2" AVG DEPTH SY 33,857.000 0327- 70- 6 MILLING EXISTING ASPHALT PAVEMENT, 1 1/2" AVG DEPTH SY 14,375.000 0327- 70- 15 MILLING EXISTING ASPHALT PAVEMENT, 2 3/4" AVG DEPTH SY 2,875.000 0337- 7- 83 ASPHALT CONCRETE FRICTION COURSE
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/d3/lettings/2025/jan09/d3-01-09-25bsn.pdf?sfvrsn=9c25de74_1LEE COUNTY DTWP FY 26-30
of Work: PAVEMENT ONLY RESURFACE (FLEX) Phase Fund Code 2026 2027 2028 2029 2030 Construction DDR, FROM W OF I-75 RAMPS TO W OF WELLS RD Type of Work: PAVEMENT ONLY RESURFACE (FLEX) Phase Fund Code, 448956-1 $1,358,376 448957-1 - SR 865 FROM E OF SR 45 (US 41) TO W OF METRO PKWY Type of Work: PAVEMENT, OF HURRICANE BAY BRIDGE NO. 120089 TO S OF SUMMERLIN RD Type of Work: PAVEMENT ONLY RESURFACE (FLEX, CREEK Type of Work: PAVEMENT ONLY RESURFACE (FLEX) Phase Fund Code 2026 2027 2028 2029 2030
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/dtwp-district-1-26-30/lee-county-dtwp-fy-26-30.pdf?sfvrsn=1326d267_1TP-02-19-25BSN
consist of installing, repairing and/or modifying signalization infrastructure, signing and pavement, GROUP 04 SY 50.000 0327- 70- 6 MILLING EXISTING ASPHALT PAVEMENT, 1 1/2" AVG DEPTH SY 100.000 0327- 70- 11 MILLING EXISTING ASPHALT PAVEMENT, 2 1/4" AVG DEPTH SY 100.000 0327- 70- 19 MILLING EXISTING ASPHALT PAVEMENT, 3/4" AVG DEPTH SY 100.000 0334- 1- 12 SUPERPAVE ASPHALTIC CONC, TRAFFIC B TN, 10.000 0339- 1- MISCELLANEOUS ASPHALT PAVEMENT TN 60.000 0425- 1-351 INLETS, CURB, TYPE P-5,
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/tp/lettings/2025/feb19/tp-02-19-25bsn.pdf?sfvrsn=3f0a9e07_1TP-01-28-25BSN
equipment construction, lighting, signing, pavement markings, drainage, signalization, PAVEMENT,NON REINFORCED, 4" SY 259.000 0530- 3- 4 RIPRAP, RUBBLE, F&I, DITCH LINING TN 482.900 0530, - TEMPORARY PAVEMENT (40614385201) LS 1.000 0102- 14- TRAFFIC CONTROL OFFICER HR 1,600.000 0102- 30, , BASE GROUP 11 SY 239,880.000 0327- 70- 6 MILLING EXISTING ASPHALT PAVEMENT, 1 1/2" AVG DEPTH SY, ,TRAFFIC E, FC-12.5, PG 76- 22 TN 2,994.400 0339- 1- MISCELLANEOUS ASPHALT PAVEMENT TN 363.300
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/tp/lettings/2025/jan28/tp-01-28-25bsn.pdf?sfvrsn=cb8d363a_2TP-03-11-25BSN30Day
(45211615201) LS 1.000 0102- 2-200 SPECIAL DETOUR- TEMPORARY PAVEMENT (45211615201) LS 1.000 0102, 0327- 70- 6 MILLING EXISTING ASPHALT PAVEMENT, 1 1/2" AVG DEPTH SY 7,971.000 0327- 70- 12 MILLING EXISTING ASPHALT PAVEMENT, 1 1/4" AVG DEPTH SY 3,428.000 0327- 70- 13 MILLING EXISTING ASPHALT PAVEMENT, 1 3/4" AVG DEPTH SY 861.000 0334- 1- 13 SUPERPAVE ASPHALTIC CONC, TRAFFIC C TN 1,919.400, ,TRAFFIC C, FC-12.5, PG 76 -22 TN 1,865.600 0339- 1- MISCELLANEOUS ASPHALT PAVEMENT TN 36.800
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/tp/lettings/2025/mar11/tp-03-11-25bsn30day.pdf?sfvrsn=8e8245fd_1LAP3440000-122FHWA
, curb and gutter, ditch and slope pavement, or other non-reinforced cast-in- place elements, (Pavement) 3,000 0.50 470 1.5 or 3 (5) II (1) 3,400 0.53 470 3 (2) II (Bridge Deck) 4,500 0.44 600, /A N/A N/A N/A Category 3 I 3,000 3 ± 1.5 1.0 to 6.0 470 0.53 I (Pavement) 3,000 2 ± 1.5 1.0, ; including sidewalks, curb and gutter, ditch and slope pavement, or other non-reinforced cast-in- place, (2) I (Pavement) 3,000 0.50 470 1.5 or 3 (5) II (1) 3,400 0.53 470 3 (2) II (Bridge Deck
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2022/january-2022/lap/fhwa/lap3440000-122fhwa.pdf?sfvrsn=5e20e8ea_2D5560000.do
for restoring any damage caused by heaving, settlement, separation of pavement, escaping boring fluid, beneath any pavement (including sidewalk) and front shoulders. The Engineer will determine when, widening. When under the pavement conduct an air pressure test for leaks in the presence, by the manufacturer. 2.Whenaproduct is not located under the pavement, the pipe and joint configuration, specified by the Engineer, or a roadway centerline profile. Also show the ground or pavement surface
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2003/january-2003/workbook/d5560000.do.pdf?sfvrsn=a9cb04cb_0D5560000.do
for restoring any damage caused by heaving, settlement, separation of pavement, escaping boring fluid, beneath any pavement (including sidewalk) and front shoulders. The Engineer will determine when, widening. When under the pavement conduct an air pressure test for leaks in the presence, by the manufacturer. 2.Whenaproduct is not located under the pavement, the pipe and joint configuration, specified by the Engineer, or a roadway centerline profile. Also show the ground or pavement surface
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2003/january-2003/workbook/d5560000.doa2c1e3533b414c8eba93cc5719ef61ed.pdf?sfvrsn=24dda4b1_01600000.origind
. ThischangewasproposedbyBenWatsonoftheStateMaterialsOfficetoclarifythe testingrequirements for recycled asphalt pavement (RAP, to the Engineer at least 14 days prior to the stabilization operation. 160-2.2.1 Reclaimed Asphalt Pavement, in accordance with 160-4.2.4.2. 160-2.2.2 Reclaimed Asphalt Pavement (RAP) or RAP Blended Material (Different, . Constructmainline pavement lanes, turn lanes, ramps, parking lots, concrete box culverts and retaining wall, is responsible for maintaining the required density until the subsequent base or pavement is in place
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2016/january-2016/review/internal/1600000.origind.pdf?sfvrsn=5e5382b7_05560000.origind
by heaving, settlement, separation of pavement, escaping boring fluid (frac-out) of the J&B operation, the product is installed beneath any pavement (including sidewalk) and front shoulders, roadway section for future widening. When under the pavement conduct an air pressure test for leaks, period recommended by the manufacturer. 2. When a product is not located under the pavement, specified by the Engineer, or a roadway centerline profile. Also show the ground or pavement surface
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2015/january-2015/review/internal/5560000.origind.pdf?sfvrsn=634e5475_01020302-Man03.FHWA
(including pavement markings) being used. Include assurances in the inspection report that pPedestrians, - Type B) - per each per day. Item No. 102- 78- Temporary Retroreflective Pavement Markers - each, ) - per foot. Item No. 710- Painted Pavement Markings. Item No. 711- Thermoplastic Traffic Stripes, per day. Item No. 102- 78- Temporary Retroreflective Pavement Markers - each. Item No. 102- 81, No. 710- Painted Pavement Markings. Item No. 711- Thermoplastic Traffic Stripes and Markings
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2015/january-2015/review/fhwa/1020302-man03.fhwa.pdf?sfvrsn=d72fe2b1_05560000.impl
for restoring any damage caused by heaving, settlement, separation of pavement, escaping boring fluid, is installed beneath any pavement (including sidewalk) and front shoulders. The Engineer will determine when, for future widening. When under the pavement conduct an air pressure test for leaks in the presence, . 2. When a product is not located under the pavement, the pipe and joint configuration must meet, profile. Also show the ground or pavement surface and the crown elevation of each facility
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2015/january-2015/review/implemented/5560000.impl.pdf?sfvrsn=7f54dffa_0FY 2023-2024 Workbook
are delineated in the Plans. MILLING OF EXISTING ASPHALT PAVEMENT - STOCKPILING.(REV 8-31-99) (FA 2-14-00, yards", etc. (Insert Information Required) MILLING OF EXISTING ASPHALT PAVEMENT - EQUIPMENT.(REV, Engineer. MILLING OF EXISTING ASPHALT PAVEMENT - STRUCTURAL PAVE BACK.(REV 12-16-19) (FA 12-30-19) (FY, and limited access asphalt pavement roadway projects. IRI-based Incentive/Disincentive on smoothness, on projects with available coring data. CEMENT CONCRETE PAVEMENT (COLORED CONCRETE).(REV 5-11-16
https://www.fdot.gov/programmanagement/implemented/workbooks/fy-2023-2024-workbook/fy-2023-2024-workbookJuly 2022 Workbook
contaminated areas are delineated in the Plans. MILLING OF EXISTING ASPHALT PAVEMENT.(REV 8-31-99) (FA, yards", etc. MILLING OF EXISTING ASPHALT PAVEMENT - EQUIPMENT.(REV 12-1-93) (7-22)Changes to: 327-2. SP3270200 Use when requested by the District. MILLING OF EXISTING ASPHALT PAVEMENT(REV 12-16-19, access asphalt pavement roadway projects. SUPERPAVE ASPHALT CONCRETE (REV 5-4-21) (FA 7-14-21, PAVEMENT (COLORED CONCRETE).(REV 5-11-16) (FA 5-12-16) (7-22)Changes to: 350-1, 350-2, 350-11. SP3500200
https://www.fdot.gov/programmanagement/implemented/workbooks/jul-2022-workbook/july-2022-workbookTP-08-12-25BSN
for installing, repairing and/or modifying signalization infrastructure, signing and pavement markings, 50.000 0327- 70- 6 MILLING EXISTING ASPHALT PAVEMENT, 1 1/2" AVG DEPTH SY 100.000 0327- 70- 11 MILLING EXISTING ASPHALT PAVEMENT, 2 1/4" AVG DEPTH SY 100.000 0327- 70- 19 MILLING EXISTING ASPHALT PAVEMENT, 3/4" AVG DEPTH SY 100.000 0334- 1- 13 SUPERPAVE ASPHALTIC CONC, TRAFFIC C TN 10.000 0334, PAVEMENT TN 60.000 0425- 1-351 INLETS, CURB, TYPE P-5,
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/tp/lettings/2025/aug12/tp-08-12-25bsn.pdf?sfvrsn=f83d14bd_1D4-11-07-25BSN
BROWARD COUNTY PAVEMENT STRIPING 43468247201(*) BROWARD 18 E4Y31-R0 BROWARD PAVEMENT MARKINGS & STRIPING HAND WORK 43978157201(*) BROWARD 20 E4Y32-R0 PALM BEACH COUNTY PAVEMENT STRIPING HAND LINE, District:04 Counties: BROWARD Road Name: BROWARD COUNTY PAVEMENT MARKINGS & SIGNING Limits: Midpoint, ), pavement markings (detectable, rumble strip, RPM, painted, thermoplastic, profiled thermoplastic
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/d4/lettings/2025/nov07/d4-11-07-25bsn.pdf?sfvrsn=697704de_1430-022
Permissible Pavement Modifications Concrete Pipe Dimensions and Quantities and Fastener Unit, /Slab Fillet) D or S D o r R Details Sheets 1 and 3 and Pavement Modification See Ditch, 1 ' - 0 " 1:12 or Steeper PERMISSIBLE PAVEMENT MODIFICATION 7 3 430-022 SIDE DRAIN MITERED, PIPE DIMENSIONS AND QUANTITIES AND PERMISSIBLE PAVEMENT MODIFICATION CONCRETE PIPE DIMENSIONS, and Pavement Transition See Ditch Slope Varies D o r R DETAIL "B" Concrete Slab 6" 6" N 6
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2027/idx/430-022.pdf?sfvrsn=a8ff5f4e_1