7241 search results for Pavement
SS1250000
of the work. This Section does not include excavation for bases or pavements, curbs, curb and gutter, valley gutter, ditch pavement, or rubble gutter. Perform work in accordance with an approved, of 125-9.2 125-8.2.2 Box Culverts: For box culverts over which pavement is to be constructed, compact, . 125-14.6 Removal and Replacement of Existing Pavement: For pavement, curb, etc., which is removed only
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2009/january-2009/workbook/ss1250000.pdf?sfvrsn=f876b7aa_0D5-07-01-25BSN
Counties: BREVARD, ORANGE, OSCEOLA, VOLUSIA Road Name: Pavement Markings Limits: Midpoint Project(s, and refurbishment of thermoplastic pavement markings, painted pavement markings and RPMs on various Department, is required to have at least three (3) years of experience in the performance of Pavement Markings, in "Pavement Markings" will suffice to meet the above requirements. Call Order: 001 Proposal: E53D9-R0 ALT Item Description Unit Quantity Section 0001 PAVEMENT STRIPING (LARGE MACHINE) (LM) 0102- 14
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/d5/lettings/2025/jul01/d5-07-01-25bsn.pdf?sfvrsn=bb3bd17c_1D3-07-10-25BSN
roadway reconstruction with milling, resurfacing, and pavement markings. Drainage improvements include, 0102- 2-200 SPECIAL DETOUR- TEMPORARY PAVEMENT (45276015201) LS 1.000 0102- 2-300 SPECIAL DETOUR, SY 147.000 0327- 70- 6 MILLING EXISTING ASPHALT PAVEMENT, 1 1/2" AVG DEPTH SY 2,666.000 0327- 70- 11 MILLING EXISTING ASPHALT PAVEMENT, 2 1/4" AVG DEPTH SY 6,490.000 0334- 1- 55 SUPERPAVE ASPHALTIC, , FC-5, PG 76-22 TN 279.600 0339- 1- MISCELLANEOUS ASPHALT PAVEMENT TN 41.300 0425- 1-705 INLETS
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/d3/lettings/2025/jul10/d3-07-10-25bsn.pdf?sfvrsn=482800ef_1E56F4BidTabs
under this Contract consist of Milling & Resurfacing, Pavement Reconstruction, and Signing and Pavement Markings on SR 15 (US 17) from Lake Winona Road to South of East 4th Avenue in Volusia County, MILLING EXISTING ASPHALT PAVEMENT, 3" AVG DEPTH 65,031.000 SY 1.70000 110,552.70 2.92000 189,890.52 2.75000 178,835.25 0095 0327 70 6 MILLING EXISTING ASPHALT PAVEMENT, 1 1/2" AVG DEPTH, PAVEMENT MARKER, TYPE B 788.000 EA 4.80000 3,782.40 6.12000 4,822.56 5.25000 4,137.00 0140 0710 11101
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/d5/bid-tabs/2025/may06/e56f4bidtabs.pdf?sfvrsn=f49c3fc2_12023 EQ Report Examples
Summary of Pavement 18 Summary of Miscellaneous Asphalt 19 Summary of Box Culverts 20 Summary, Summary of Sidewalk & Detectable Warnings 28 Summary of Ditch Pavement 29 Summary of Walls 30, of Intelligent Transportation System Items 40 Summary of Signing and Pavement Marking 41 Summary, column. This table is used for temporary pavement markings (paint) and RPMs for TTCP quantities. See the Summary of Signing and Pavement Markings for Painted Pavement Markings, Final Surface (pay item
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/fpo/fpc/publications/boe/2023-eq-report-examples.pdf?sfvrsn=e7c806f6_12024 EQ Report Examples
of Driveway Base 17 Summary of Pavement 18 Summary of Miscellaneous Asphalt 19 Summary of Box, of Permanent Driveways 27 Summary of Sidewalk & Detectable Warnings 28 Summary of Ditch Pavement, and Pavement Marking 41 Summary of Lighting Items Estimated Quantities Report Examples 11/1/2023 6, of applications should be added to Design Notes column. This table is used for temporary pavement markings (paint) and RPMs for TTCP quantities. See the Summary of Signing and Pavement Markings
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/fpo/fpc/publications/boe/2024-eq-report-examples.pdf?sfvrsn=66c2d432_12026FDM223Bikes
by a bicycle symbol pavement marking in accordance with Standard Plans, Index 711-002, of pavement. For new construction projects when a bicycle lane has been selected as the bicycle, the buffer). Any additional pavement width that results from restricting the buffered bicycle lane, lane depends on the width of the available roadway pavement. For these types of projects, feet of width adjacent to a 10-foot traffic lane. When roadway pavement is continuous to the face
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/fdm/2026/review/2026fdm223bikes.pdf?sfvrsn=2e0ebd83_5E58F2BidTabs
FROM BELT AVENUE TO NOBLE AVENUE - PAVEMENT ONLY RESURFACE (FLEX) The Improvements under, detectable warnings), and signing and pavement markings on SR 48/SR 475 (N. Main St.) from Belt Avenue, 5,000.00 5,000.00000 5,000.00 12,500.00000 12,500.00 0100 0327 70 4 MILLING EXISTING ASPHALT PAVEMENT, 3, MILLING EXISTING ASPHALT PAVEMENT, 1 1/2" AVG DEPTH 1,838.000 SY 2.85000 5,238.30 5.00000, SY 75.00000 1,800.00 15.00000 360.00 63.38000 1,521.12 0150 0710 11101 PAINTED PAVEMENT MARKINGS
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/d5/bid-tabs/2025/sept3/e58f2bidtabs.pdf?sfvrsn=af0b9aff_1D1-12-05-24BSN
: The improvements under this Contract consist of milling and resurfacing, shoulder treatment, pavement markings, 0107- 2- MOWING AC 350.240 0327- 70- 6 MILLING EXISTING ASPHALT PAVEMENT, 1 1/2" AVG DEPTH SY 13,531.000 0327- 70- 7 MILLING EXISTING ASPHALT PAVEMENT, 4" AVG DEPTH SY 82,513.000 0327- 70- 11 MILLING EXISTING ASPHALT PAVEMENT, 2 1/4" AVG DEPTH SY 144,992.000 0334- 1- 55 SUPERPAVE ASPHALTIC, MONITORING SITE INDUCTIVE LOOP ASSEMBLY, FURNISH & INSTALL, 2 LOOPS EA 12.000 0706- 1- 3 RAISED PAVEMENT
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/d1/lettings/2024/dec05/d1-12-05-24bsn.pdf?sfvrsn=cb0878d5_1RStandardPlansFY2026-27
Miscellaneous Bituminous Treatments, Surface Courses, and Concrete Pavement 000-510 Superelevation Transitions - High Speed Roadways Concrete Pavement 000-511 Superelevation Transitions - Low Speed Roadways 330-001 Paved and Graded Driveways 000-525 Ramp Terminals 350-001 Concrete Pavement Joints General, Approach Expansion Joint - Concrete Pavement with Special Select Soil Base 102-100 Temporary Barrier, Pavement 425-080 Utility Conflicts thru Drainage Structures 141-T01 Settlement Plate 425-090
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2027/rstandardplansfy2026-27.pdf?sfvrsn=8044ec98_4rstandardplansfy2023-24e4
Edge Of Pavement ITS Intelligent Transportation Systems Auxil. Auxiliary EA or Ea. Each, Galvanized Steel ----------------- U ----------------- NHW Normal High Water RPM Raised Pavement Markers UL, ----------------- Pavt. Pavement sq Square Yd. Yard PBR Pedestrian/Bicycle Railing Sq. Ft., SF, sf, Miscellaneous Bituminous Treatments, Surface Courses, and Concrete Pavement 000-510 Superelevation Transitions - High Speed Roadways Concrete Pavement 000-511 Superelevation Transitions - Low Speed
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2024/rstandardplansfy2023-24e4.pdf?sfvrsn=9bc213e4_2rstandardplansfy2023-24e5
Edge Of Pavement ITS Intelligent Transportation Systems Auxil. Auxiliary EA or Ea. Each, Galvanized Steel ----------------- U ----------------- NHW Normal High Water RPM Raised Pavement Markers UL, ----------------- Pavt. Pavement sq Square Yd. Yard PBR Pedestrian/Bicycle Railing Sq. Ft., SF, sf, Miscellaneous Bituminous Treatments, Surface Courses, and Concrete Pavement 000-510 Superelevation Transitions - High Speed Roadways Concrete Pavement 000-511 Superelevation Transitions - Low Speed
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2024/rstandardplansfy2023-24e5.pdf?sfvrsn=4b258559_1RStandardPlansFY2024-25e
Of Pavement ITS Intelligent Transportation Systems Auxil. Auxiliary EA or Ea. Each ----------------- J, ----------------- U ----------------- NHW Normal High Water RPM Raised Pavement Markers UL Underwriters, ----------------- Pavt. Pavement sq Square Yd. Yard PBR Pedestrian/Bicycle Railing Sq. Ft., SF, sf or S.F. Square Foot, Bituminous Treatments, Surface Courses, and Concrete Pavement 000-510 Superelevation Transitions - High Speed Roadways Concrete Pavement 000-511 Superelevation Transitions - Low Speed Roadways
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2025/rstandardplansfy2024-25e.pdf?sfvrsn=d29c93ff_3RStandardPlansFY2024-25e
Of Pavement ITS Intelligent Transportation Systems Auxil. Auxiliary EA or Ea. Each ----------------- J, ----------------- U ----------------- NHW Normal High Water RPM Raised Pavement Markers UL Underwriters, ----------------- Pavt. Pavement sq Square Yd. Yard PBR Pedestrian/Bicycle Railing Sq. Ft., SF, sf or S.F. Square Foot, Bituminous Treatments, Surface Courses, and Concrete Pavement 000-510 Superelevation Transitions - High Speed Roadways Concrete Pavement 000-511 Superelevation Transitions - Low Speed Roadways
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2025/rstandardplansfy2024-25e.pdf?sfvrsn=c6274fac_2RStandardPlansFY2025-26e
. Invert ATPB Asphalt Treated Permeable Base E.P. or EOP Edge Of Pavement ITS Intelligent, ----------------- NHW Normal High Water RPM Raised Pavement Markers UL Underwriters Laboratories No. Number R/R, ----------------- Spec. Specification ----------------- Y ----------------- Pavt. Pavement sq Square Yd. Yard, Courses, and Concrete Pavement 000-510 Superelevation Transitions - High Speed Roadways Concrete Pavement 000-511 Superelevation Transitions - Low Speed Roadways 330-001 Paved and Graded Driveways
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2026/rstandardplansfy2025-26e.pdf?sfvrsn=b5544323_2RStandardPlansFY2025-26
. Invert ATPB Asphalt Treated Permeable Base E.P. or EOP Edge Of Pavement ITS Intelligent, ----------------- NHW Normal High Water RPM Raised Pavement Markers UL Underwriters Laboratories No. Number R/R, ----------------- Spec. Specification ----------------- Y ----------------- Pavt. Pavement sq Square Yd. Yard, Courses, and Concrete Pavement 000-510 Superelevation Transitions - High Speed Roadways Concrete Pavement 000-511 Superelevation Transitions - Low Speed Roadways 330-001 Paved and Graded Driveways
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2026/rstandardplansfy2025-26.pdf?sfvrsn=1e67253b_8RStandardPlansFY2025-26e2
. Invert ATPB Asphalt Treated Permeable Base E.P. or EOP Edge Of Pavement ITS Intelligent, ----------------- NHW Normal High Water RPM Raised Pavement Markers UL Underwriters Laboratories No. Number R/R, ----------------- Spec. Specification ----------------- Y ----------------- Pavt. Pavement sq Square Yd. Yard, Courses, and Concrete Pavement 000-510 Superelevation Transitions - High Speed Roadways Concrete Pavement 000-511 Superelevation Transitions - Low Speed Roadways 330-001 Paved and Graded Driveways
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2026/rstandardplansfy2025-26e2.pdf?sfvrsn=c22397f2_1102-110
and Anchored Units or when completely fill the remaining holes in the flexible pavement with hot, , in accordance with Specification 926. If a flexible pavement is present and is to remain, in bridge decks, approach slabs and roadway rigid pavements that are to remain with Magnesium Ammonium Phosphate, or Rigid Pavement Bridge Deck, Approach TYPICAL SECTION Traffic Railings, see Sheet 6 Traffic Side, H e i g h t T a p e Barrier Unit or Roadway Rigid Pavement Bridge Deck, Approach Slab
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2025/idx/102-110.pdf?sfvrsn=931df58b_1102-110
and Anchored Units or when completely fill the remaining holes in the flexible pavement with hot, , in accordance with Specification 926. If a flexible pavement is present and is to remain, in bridge decks, approach slabs and roadway rigid pavements that are to remain with Magnesium Ammonium Phosphate, or Rigid Pavement Bridge Deck, Approach TYPICAL SECTION Traffic Railings, see Sheet 6 Traffic Side, H e i g h t T a p e Barrier Unit or Roadway Rigid Pavement Bridge Deck, Approach Slab
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2026/idx/102-110.pdf?sfvrsn=2824b324_2Webinar 2 Traffic Forecasting 11.12.24
of existing facilities; reconstructed pavements PROJECT TRAFFIC Amount of traffic expected to pass, Percent Trucks Amount of Trucks (Heavy Vehicles) Using Roadway Pavement design Capacity, = 24T&B/2 = 6.62/2 = 3.31 DH3 = 24H/2 = 4.31/2 = 2.15 DH2 = 24M/2 = 2.31/2 =1.16 For pavement, Axle Load (ESAL) Pavement Design New construction Resurfacing, Reconstruction, of loads Distribution of traffic across the pavement Vehicle speed Equivalent single axle loads
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/planning/systems/systems-management/training/access-management/sam-and-tsi-webinar-series/sam-and-tsi-2024-25/webinar-2-traffic-forecasting-11-12-24.pdf?sfvrsn=cef400a2_1