7440 search results for Pavement
D3350000.do
335 SAND-ASPHALTHOTMIX. (REV9-27-01)(FA1-3-02)(7-02) SECTION335(Pages304-306)isdeletedandthefollowingsubstituted: SECTION335 SAND-ASPHALTHOTMIX 335-1Description. Constructasand-asphalthotmix base course, leveling course, or surface course. Meettherequirements for plant and equipment as specified in Section 320. Meet the general construction requirements for all asphaltic concrete pavements and bases as specified in Section 330. Meet the sand-asphalt base course construction
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2003/january-2003/workbook/d3350000.do.pdf?sfvrsn=aad602b5_0MAC Contact Information
Pavements Primary Jeffries Larry Larry.Jeffries@dot.state.fl.us 352-955-6302 SM Quality Control Program
https://www.fdot.gov/materials/administration/resources/contacts/mac.shtm2026FDM273LandscapeMaintenanceGuide
(b) R/W and easements (c) Roadway names (d) Outside edges of sidewalks, pavements, and other
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/fdm/2026/review/2026fdm273landscapemaintenanceguide.pdf?sfvrsn=d1b57512_22026FDM273LandscapeMaintenanceGuide
(b) R/W and easements (c) Roadway names (d) Outside edges of sidewalks, pavements, and other
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/fdm/2026/2026fdm273landscapemaintenanceguide.pdf?sfvrsn=57333927_1350-001
: REVISION LAST of STANDARD PLANS FY 2024-25 SHEET INDEX L Pavement Top of L/2 (See Note 1) Steel Tie Bar Tie Bar Support D D / 2 Approx. 3" Pavement Top of and Spacer (Typ.) Dowel, L/2 Bar (See Note 5) Plain Steel Dowel Pavement Top of D D / 2 Pavement Top of L L/2, Anticipated Break (See Note 5) Plain Steel Dowel Bar Pavement Top of L L/2 (Depth D/3, Strip 5 1 350-001 CONCRETE PAVEMENT JOINTS 11/01/22 "d" and "w" = ¾", unless specified in the Plans
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2025/idx/350-001.pdf?sfvrsn=eddcffaa_1350-001
Joint (w) ƃ " t o ¼ " d D e p t h J o i n t L Pavement Top of L/2 (See Note 1) Steel Tie Bar Tie Bar Support D D / 2 Approx. 3" Pavement Top of and Spacer (Typ.) Dowel, L L/2 Bar (See Note 5) Plain Steel Dowel Pavement Top of D D / 2 Pavement Top of L L/2, Anticipated Break (See Note 5) Plain Steel Dowel Bar Pavement Top of L L/2 (Depth D/3, Strip 5 1 350-001 CONCRETE PAVEMENT JOINTS 11/01/22 "d" and "w" = ¾", unless specified
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2026/idx/350-001.pdf?sfvrsn=472b5bfa_1350-001
Joint (w) ƃ " t o ¼ " d D e p t h J o i n t L Pavement Top of L/2 (See Note 1) Steel Tie Bar Tie Bar Support D D / 2 Approx. 3" Pavement Top of and Spacer (Typ.) Dowel, L L/2 Bar (See Note 5) Plain Steel Dowel Pavement Top of D D / 2 Pavement Top of L L/2, Anticipated Break (See Note 5) Plain Steel Dowel Bar Pavement Top of L L/2 (Depth D/3, Strip 5 1 350-001 CONCRETE PAVEMENT JOINTS 11/01/22 "d" and "w" = ¾", unless specified
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2027/idx/350-001.pdf?sfvrsn=974dd876_1524-001
Ditch 1.5' Deep Pavement Sod b a (25' Min.) Varies DPI Lip (3" Rise) 10'-0" Sodded Ditch 1.0, " 3'-0" S o d 2 ' - 0 " S o d 2 ' - 0 " Sod or Ditch Pavement 0 . 5 ' Back Slope Front Slope S o d 2 ' - 0 " S o d 2 ' - 0 " Sod or Ditch Pavement 0 . 5 ' Back Slope Front Slope 4'-0" Std. 40'-0" Edge of Pavement Edge of Pavement 3 1 524-001 DITCH PAVEMENT AND SODDING 11/01/23 GENERAL NOTES: 6. Install ditch pavement requiring reinforcement
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2025/idx/524-001.pdf?sfvrsn=22111048_2524-001
Ditch 1.5' Deep Pavement Sod b a (25' Min.) Varies DPI Lip (3" Rise) 10'-0" Sodded Ditch 1.0, " 3'-0" S o d 2 ' - 0 " S o d 2 ' - 0 " Sod or Ditch Pavement 0 . 5 ' Back Slope Front Slope S o d 2 ' - 0 " S o d 2 ' - 0 " Sod or Ditch Pavement 0 . 5 ' Back Slope Front Slope 4'-0" Std. 40'-0" Edge of Pavement Edge of Pavement 3 1 524-001 DITCH PAVEMENT AND SODDING 11/01/22 GENERAL NOTES: 6. Install ditch pavement requiring reinforcement
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2024/idx/524-001.pdf?sfvrsn=6b9cd8e2_3E51F9
, and signing and pavement markings along SR A1A from Osprey Drive to north of Mariners Drive, PAVEMENT, 3" AVG DEPTH SY 48,355.000 0327- 70- 5 MILLING EXISTING ASPHALT PAVEMENT, 2" AVG DEPTH SY 1,527.000 0327- 70- 6 MILLING EXISTING ASPHALT PAVEMENT, 1 1/2" AVG DEPTH SY 14,604.000 0334- 1- 13, TRAFFIC MONITORING SITE CABINET, REMOVE EXISTING CABINET EA 2.000 0706- 1- 3 RAISED PAVEMENT MARKER, TYPE B EA 5,576.000 0710- 11-101 PAINTED PAVEMENT MARKINGS, STANDARD, WHITE, SOLID, 6" GM 17.164
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/d5/lettings/2024/apr02/e51f9.pdf?sfvrsn=8f3974ae_1524-001
Ditch 1.5' Deep Pavement Sod b a (25' Min.) Varies DPI Lip (3" Rise) 10'-0" Sodded Ditch 1.0, '-0" S o d 2 ' - 0 " S o d 2 ' - 0 " Sod or Ditch Pavement 0 . 5 ' Back Slope Front Slope S o d 2 ' - 0 " S o d 2 ' - 0 " Sod or Ditch Pavement 0 . 5 ' Back Slope Front Slope 4'-0" Std. 40'-0" Edge of Pavement Edge of Pavement 3 1 524-001 DITCH PAVEMENT AND SODDING 11/01/23 GENERAL NOTES: 6. Install ditch pavement requiring reinforcement
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2026/idx/524-001.pdf?sfvrsn=57f941e2_1E6P15
BASE, BASE GROUP 15 SY 50.000 0327- 70- 1 MILLING EXISTING ASPHALT PAVEMENT, 1" AVG DEPTH SY 2,000.000 0327- 70- 5 MILLING EXISTING ASPHALT PAVEMENT, 2" AVG DEPTH SY 500.000 0327- 70- 6 MILLING EXISTING ASPHALT PAVEMENT, 1 1/2" AVG DEPTH SY 500.000 0327- 70- 19 MILLING EXISTING ASPHALT PAVEMENT, 30.000 0339- 1- MISCELLANEOUS ASPHALT PAVEMENT TN 10.000 0425- 5- MANHOLE, ADJUST EA 5.000 0425- 6, PERFORMANCE TURF, SOD SY 100.000 0710- 11-101 PAINTED PAVEMENT MARKINGS, STANDARD, WHITE, SOLID, 6
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/d6/lettings/2025/feb27/e6p15.pdf?sfvrsn=4ffb0d9c_2SP3300802-i18516
placed pavement at a location where the straightedge requirements are met. At the project limits, tie into the adjoining pavement layers as shown in the Plans. SUBARTICLE 330-9.4 is deleted and the following substituted: 330-9.4 Pavement Smoothness: Construct a smooth pavement meeting, at all times. 330-9.4.2 Laser Acceptance: Acceptance testing for pavement smoothness, . The pavement smoothness of each lane will be determined by a laser profiler furnished and operated
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2023-24/workbook/sp3300802-i18516.pdf?sfvrsn=6c71fb86_2SP3300802-i19138
placed pavement at a location where the straightedge requirements are met. At the project limits, tie into the adjoining pavement layers as shown in the Plans. SUBARTICLE 330-9.4 is deleted and the following substituted: 330-9.4 Pavement Smoothness: Construct a smooth pavement meeting, at all times. 330-9.4.2 Laser Acceptance: Acceptance testing for pavement smoothness, . The pavement smoothness of each lane will be determined by a laser profiler furnished and operated
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2024-25/workbook/sp3300802-i19138.pdf?sfvrsn=e6fb1985_1SP3300802-i17890
a transverse joint by cutting back on the previously placed pavement at a location where the straightedge requirements are met. At the project limits, tie into the adjoining pavement layers as shown in the Plans. SUBARTICLE 330-9.4 is deleted and the following substituted: 330-9.4 Pavement Smoothness: Construct a smooth pavement meeting the requirements of this Specification. 330-9.4.1, : Acceptance testing for pavement smoothness of the friction course for mainline traffic lanes
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2022/july-2022/workbook/sp3300802-i17890.pdf?sfvrsn=9c06d4eb_2SP3300802-122
a transverse joint by cutting back on the previously placed pavement at a location where the straightedge requirements are met. At the project limits, tie into the adjoining pavement layers as shown in the Plans. SUBARTICLE 330-9.4 is deleted and the following substituted: 330-9.4 Pavement Smoothness: Construct a smooth pavement meeting the requirements of this Specification. 330-9.4.1, Acceptance: Acceptance testing for pavement smoothness of the friction course for mainline traffic lanes
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2022/january-2022/workbook/sp3300802-122.pdf?sfvrsn=e86d2dfe_2SP3300802-721
a transverse joint by cutting back on the previously placed pavement at a location where the straightedge requirements are met. At the project limits, tie into the adjoining pavement layers as shown in the Plans. SUBARTICLE 330-9.4 is deleted and the following substituted: 330-9.4 Pavement Smoothness: Construct a smooth pavement meeting the requirements of this Specification. 330-9.4.1, : Acceptance testing for pavement smoothness of the friction course for mainline traffic lanes
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2021/july-2021/workbook/sp3300802-721.pdf?sfvrsn=97ddf523_2SP3300802-i16425
a transverse joint by cutting back on the previously placed pavement at a location where the straightedge requirements are met. At the project limits, tie into the adjoining pavement layers as shown in the Plans. SUBARTICLE 330-9.4 is deleted and the following substituted: 330-9.4 Pavement Smoothness: Construct a smooth pavement meeting the requirements of this Specification. 330-9.4.1, : Acceptance testing for pavement smoothness of the friction course for mainline traffic lanes
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2021/january-2021/workbook/sp3300802-i16425.pdf?sfvrsn=31034d_2SP3300802
a transverse joint by cutting back on the previously placed pavement at a location where the straightedge requirements are met. At the project limits, tie into the adjoining pavement layers as shown in the Plans. SUBARTICLE 330-9.4 is deleted and the following substituted: 330-9.4 Pavement Smoothness: Construct a smooth pavement meeting the requirements of this Specification. 330-9.4.1, Acceptance: Acceptance testing for pavement smoothness of the friction course for mainline traffic lanes
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2020/july-2020/workbook/sp3300802.pdf?sfvrsn=a175fcc3_2SP3300802
a transverse joint by cutting back on the previously placed pavement at a location where the straightedge requirements are met. At the project limits, tie into the adjoining pavement layers as shown in the Plans. SUBARTICLE 330-9.4 is deleted and the following substituted: 330-9.4 Pavement Smoothness: Construct a smooth pavement meeting the requirements of this Specification. 330-9.4.1, Acceptance: Acceptance testing for pavement smoothness of the friction course for mainline traffic lanes
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2020/january-2020/workbook/sp3300802.pdf?sfvrsn=a4f1b304_2