7444 search results for Pavement
sp7110201redline
: 711-4 Application. 711-4.1 General: Remove existing pavement markings such that scars or traces of removed markings will not conflict with new pavement markings by a method approved by the Engineer. Cost for removing conflicting pavement markings during maintenance of traffic operations, any longitudinal joints of portland cement concrete pavement, to the pavement by extrusion or other means approved by the Engineer
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2016/january-2016/maintenance/review-package/sp7110201redline1541493788.pdf?sfvrsn=42f4c446_1E8V71
along Hempel Avenue from Lake Hugh Drive to Saddlebrook Lane. These improvements consist of pavement, - 2- 2 CONCRETE SLOPE PAVEMENT,NON REINFORCED, 4" SY 1,297.000 0550- 10-343 FENCING, TYPE R, 7.1-8.0, - MAINTENANCE OF TRAFFIC (45208015201) LS 1.000 0102- 2-200 SPECIAL DETOUR- TEMPORARY PAVEMENT, EXISTING ASPHALT PAVEMENT, 1" AVG DEPTH SY 8,730.000 0327- 70- 6 MILLING EXISTING ASPHALT PAVEMENT, 1 1/2" AVG DEPTH SY 1,386.000 0327- 70- 19 MILLING EXISTING ASPHALT PAVEMENT, 3/4" AVG DEPTH SY
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/tp/lettings/2025/may13/e8v71.pdf?sfvrsn=ad0fd896_1E8V71-05-30-25
along Hempel Avenue from Lake Hugh Drive to Saddlebrook Lane. These improvements consist of pavement, - 2- 2 CONCRETE SLOPE PAVEMENT,NON REINFORCED, 4" SY 1,297.000 0550- 10-343 FENCING, TYPE R, 7.1-8.0, - MAINTENANCE OF TRAFFIC (45208015201) LS 1.000 0102- 2-200 SPECIAL DETOUR- TEMPORARY PAVEMENT, EXISTING ASPHALT PAVEMENT, 1" AVG DEPTH SY 8,730.000 0327- 70- 6 MILLING EXISTING ASPHALT PAVEMENT, 1 1/2" AVG DEPTH SY 1,386.000 0327- 70- 19 MILLING EXISTING ASPHALT PAVEMENT, 3/4" AVG DEPTH SY
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/tp/lettings/2025/may30/e8v71-05-30-25.pdf?sfvrsn=2f72334_1E6P79
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, 3/4" AVG DEPTH SY 500.000 0334- 1- 13 SUPERPAVE ASPHALTIC CONC, , FC-12.5, PG 76 -22 TN 30.000 0339- 1- MISCELLANEOUS ASPHALT PAVEMENT TN 10.000 0425- 5- MANHOLE, APPROACH TERMINAL EA 4.000 0570- 1- 2 PERFORMANCE TURF, SOD SY 100.000 0710- 11-101 PAINTED PAVEMENT
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/d6/lettings/2025/oct30/e6p79.pdf?sfvrsn=14feb9b6_1E1Y13
: Traffic Operations Signing and Pavement Markings Install Limits: Midpoint Project(s): 43629715210, singing and pavement markings installation and maintenance, Call Order: 005 Proposal: E1Y13 ALT, DELINEATOR, NON-FLEXIBLE EA 10.000 0706- 1- 3 RAISED PAVEMENT MARKER, TYPE B EA 400.000 0710- 11-190 PAINTED PAVEMENT MARKINGS, STANDARD, WHITE, ISLAND NOSE SF 100.000 0710- 11-290 PAINTED PAVEMENT MARKINGS, STANDARD, YELLOW, ISLAND NOSE SF 100.000 0710- 11-331 PAINTED PAVEMENT MARKINGS
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/d1/lettings/2025/oct16/e1y13.pdf?sfvrsn=6599969a_1District One Letting and Project Information
Repair E1X59-R0 Lee Pipe Inspection, Cleaning, Repair and Ditch Pavement Repairs E1X60 Lee, Repair/ Rehabilitation 1 E1W93 Sarasota Pavement Only Resurface (Flex) E1W94 Polk BDIDrainage, Districtwide Traffic Operations Signing, Concrete, & Pavement Markings Installation and Maintenance, Meeting Attendance Supplements Proposal ID County Major Work Type Addendum E1X61 Okeechobee Pavement, Districtwide Traffic Operations Signing, Concrete, and Pavement Markings Installation and Maintenance North
https://www.fdot.gov/contracts/district-offices/d1/lettings/dist-letting-project-info.shtm2025 District One Letting and Project Information
Inspection, Cleaning, Repair and Ditch Pavement Repairs E1X60 Lee Performance Highway Lighting, E1W93 Sarasota Pavement Only Resurface (Flex) E1W94 Polk BDIDrainage Improvements 1 E1X55 Manatee, Operations Signing, Concrete, & Pavement Markings Installation and Maintenance North and South E1W97, Supplements Proposal ID County Major Work Type Addendum E1X61 Okeechobee Pavement Only Resurface (FLEX, Signing, Concrete, and Pavement Markings Installation and Maintenance North & South Z1134-R0
https://www.fdot.gov/contracts/district-offices/d1/lettings/2025/2025-district-one-letting-and-project-informationE21Q8-R0BidTabs
paint, thermoplastic, tape, reflective pavement markers and pavement symbols on state roads, will be incidental to the cost of associated pay items. RENEWAL OPTION. EXPERIENCE IN PAVEMENT MARKINGS, Units ( ) indicates item is bid as Lump Sum 0001 (PAVEMENT STRIPING (LARGE MACHINE) (LM SECTION: 0005 0706 1 3 RAISED PAVEMENT MARKER, TYPE B 30,000.000 EA 4.00000 120,000.00 3.00000 90,000.00 5.50000 165,000.00 0010 0710 11101 PAINTED PAVEMENT MARKINGS, STANDARD, WHITE, SOLID, 6" 1.000 GM
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/d2/bid-tabs/2026/feb18/e21q8-r0bidtabs.pdf?sfvrsn=c112c4ca_109_Bicycle_Facilities_Redlines
Pavement Markings and Signage ....................................... 9–46 9.4 Railroad Crossings, Example of Obstruction Pavement Markings . ....................... 9–7 Figure 9-6 Bicycle Lane, pavement and limited changes in elevation along edge This is a working document that has not been, of Bicycle Lane Markings. The dimensions for each pavement marking is 72” long, separated by 72, to be flush with the adjacent pavement surface, utilize a grate recommended for bicycle travel
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/floridagreenbook/16th-edition/09_bicycle_facilities_redlines.pdf?sfvrsn=c6c943ed_609_Bicycle_Facilities_Rulemaking
.............................................................................. 9–46 9.3.8 Pavement Markings and Signage ........................................ 9–46, of Obstruction Pavement Markings ........................ 9–7 Figure 9-6 Bicycle Lane Markings, be favorable for bicycling, with smooth pavement and limited changes in elevation along edge Draft Florida, of Bicycle Lane Markings . The dimensions for each pavement marking is 72” long, separated by 72, be adjusted to be flush with the adjacent pavement surface, utilize a grate recommended for bicycle
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/floridagreenbook/16th-edition/09_bicycle_facilities_rulemaking.pdf?sfvrsn=5b75f769_1v1-section54-clean
) Thickness (core-out) reports generated from MAC for concrete pavements and base courses, including, 11-2-A, for the final surface of pavements including final disposition for any noted deficiencies. (H
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/materials/administration/resources/library/publications/materialsmanual/documents/v1-section54-clean.pdf?sfvrsn=8553b5a3_320230816_448957-1_SR 865_12004
6.00 12.00 3.30 Roadway ID: 12004000 Overall Pavement Condition (from DMO field review): Fair West, ): Lawn Cored By: 448957-1 CRACK Mainline and Bridge Cores (ML / BR) PAVEMENT LAYER (IN.) Lee SR No.: Paved BASE STATE OF FLORIDA DEPARTMENT OF TRANSPORTATION PAVEMENT EVALUATION CORING, O N D I T I O N COMMENTS Roadway ID: 12004000 Overall Pavement Condition (from DMO field, ) PAVEMENT LAYER (IN.) Lee SR No.: Paved BASE STATE OF FLORIDA DEPARTMENT OF TRANSPORTATION PAVEMENT
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/materials/pavement/coringdata/d1/12/20230816_448957-1_sr-865_12004.pdf?sfvrsn=2116b586_120231211_417540-6_SR 29_03080
and Condition: Overall Pavement Condition (from DMO field review): Fair Typical Section: 1 10/24/2023, ): 39.522 3. Stabilization thickness was checked on 10% of the coring locations. For pavement, at the time of the investigation. Should questions arise regarding the pavement composition, it is incumbent upon those raising the question to perform additional exploration as necessary. PAVEMENT LAYER (IN.) Collier SR No.: Paved STATE OF FLORIDA DEPARTMENT OF TRANSPORTATION PAVEMENT EVALUATION
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/materials/pavement/coringdata/d1/03/20231211_417540-6_sr-29_03080.pdf?sfvrsn=71c5e963_120240105_441654-1_SR 688_15120
Rd / Oakhurst Rd. Inside: Shoulder Type and Condition: Overall Pavement Condition (from DMO field, . Stabilization thickness was checked on 10% of the coring locations. For pavement design, assume 12, of the investigation. Should questions arise regarding the pavement composition, it is incumbent upon those raising the question to perform additional exploration as necessary. PAVEMENT LAYER (IN.) Pinellas SR No.: Paved STATE OF FLORIDA DEPARTMENT OF TRANSPORTATION PAVEMENT EVALUATION CORING
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/materials/pavement/coringdata/d7/15/20240105_441654-1_sr-688_15120.pdf?sfvrsn=63dfb67d_220240320_451011-1_SR 45_17020
Crack, uneven pavement surface 25 22.373 ML R3 N 1.2 3.1 4.3 8.3 12.0 3.5 B III M P Uneven Pavement Surface 26 22.385 ML L1 Y 1.0 2.8 1.3 5.1 8.0 2.6 B II L F 27 22.318 ML L2 N 1.0 3.4 1.6 6.0 8.0 F Uneven Pavement Surface 29 22.265 ML L3 N 1.0 3.0 4.0 10.0 6.0 1.0 B IB L F Uneven Pavement, 22.099 ML L2 N 1.8 2.8 4.6 8.4 6.0 3.0 B IB L F Uneven Pavement Surface 34 22.066 ML L2 Y 1.6 1.5 0.9, Typical Section: Lanes: Name: SR 45 STATE OF FLORIDA DEPARTMENT OF TRANSPORTATION PAVEMENT EVALUATION
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/materials/pavement/coringdata/d1/17/20240320_451011-1_sr-45_17020.pdf?sfvrsn=8e8bb9b3_12025FDM211LAFacilities
Facilities Florida-specific signs and pavement markings used on the State Highway System, FDOT Design Manual 211 - Limited Access Facilities 211.2.2 Pavement Cross Slopes For roadways, in Figure 211.2.1 , which prescribes standard pavement cross slopes. A Design Variation or a Design Exception is required when proposed pavement cross slopes do not meet the requirements shown, - Limited Access Facilities Figure 211.2.1 Standard Pavement Cross Slopes All Travel Lanes One
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/fdm/2025/review/2025fdm211lafacilities.pdf?sfvrsn=47d7e990_132025FDM211LAFacilities
- Limited Access Facilities Florida-specific signs and pavement markings used on the State Highway System, 211 - Limited Access Facilities 211.2.2 Pavement Cross Slopes For roadways, the maximum number, , which prescribes standard pavement cross slopes. A Design Variation or a Design Exception is required when proposed pavement cross slopes do not meet the requirements shown in Figure 211.2.1, - Limited Access Facilities Figure 211.2.1 Standard Pavement Cross Slopes All Travel Lanes One
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/fdm/2025/2025fdm211lafacilities.pdf?sfvrsn=b23b1f03_1E1W11BidTabs
: District 1 District: The improvements under this project consist of milling and resurfacing and pavement, 5,123.62 0075 0327 70 6 MILLING EXISTING ASPHALT PAVEMENT, 1 1/2" AVG DEPTH 11,716.000 SY, Roadway SECTION: 0080 0327 70 15 MILLING EXISTING ASPHALT PAVEMENT, 2 3/4" AVG DEPTH 28,251.000, SY 5.40000 32,556.60 7.57000 45,639.53 6.07000 36,596.03 0100 0706 1 3 RAISED PAVEMENT MARKER, PAVEMENT MARKINGS, STANDARD, WHITE, SOLID, 6" 4.101 GM 2,048.12000 8,399.34 1,482.92000 6,081.45
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/d1/bidtabs/2025/oct16/e1w11bidtabs.pdf?sfvrsn=9fdcec9a_1711-001
) 1 5 ' 6' Yellow Black Black 6 ' In Pavement Warning Marking White 3 " 7" 2'-4" 1 ' 13 1 711-001 PAVEMENT MARKINGS 11/01/21 Red Blue Red Blue 11 S.F. 17 S.F. 12 S.F. 27 S.F., S.F. 20 S.F. 34 S.F. 19 S.F. PAVEMENT MESSAGE AND ARROW DETAILS 43 S.F. 72 S.F. 128 S.F. 128 S.F. 45 S.F. PAVEMENT MESSAGES NOTES: 5. Increase width of route shield for routes with three digits. and In Pavement Warning Markings. 4. All pavement messages must be white except Route Shields 3
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2025/idx/711-001.pdf?sfvrsn=8eb48c3f_120231113_447237-1_SR 50_08050
9.30 17.00 2.70 LAYER COEF. 0.00 0.25 0.00 0.25 0.18 0.08 Notes: Pavement Condition G - Good F, Roadway 1. 08070000 9/18/2023 STATE OF FLORIDA DEPARTMENT OF TRANSPORTATION PAVEMENT EVALUATION, thickness was checked on 10% of the coring locations. For pavement design, assume 12 inches of thickness, . Should questions arise regarding the pavement composition, it is incumbent upon those raising the question to perform additional exploration as necessary. PAVEMENT LAYER (IN.) HERNANDO SR No.: Paved
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/materials/pavement/coringdata/d7/08/20231113_447237-1_sr-50_08050.pdf?sfvrsn=4009d44_1