7444 search results for Pavement
E6P41-R0
Description: This contract consists of repairing existing asphalt pavement on various sections of State, PANELED50.000 0327- 70- 1MILLING EXISTING ASPHALT PAVEMENT, 1" AVG DEPTHSY3,000.000 0327- 70- 6MILLING EXISTING ASPHALT PAVEMENT, 1 1/2" AVG DEPTHSY2,000.000 0337- 7- 25ASPHALT CONCRETE FRICTION COURSE, - 9TRAFFIC CONESED2,000.000 E706- 1- 42REFLECTIVE PAVEMENT MARKER(REMOVE AND REPLACE)(CLASS B
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/d6/lettings/2024/sep26/e6p41-r0.pdf?sfvrsn=311356e9_1E1W81
Description: The improvements under this Contract consist of milling and resurfacing, and pavement, PAVEMENT, 2" AVG DEPTH SY 76,832.000 0337- 7- 88 ASPHALT CONCRETE FRICTION COURSE,TRAFFIC E, FC-12.5, STRIPS, 8" SINUSOIDAL GM 11.561 0705- 10- 3 OBJECT MARKER, TYPE 3 EA 1.000 0706- 1- 3 RAISED PAVEMENT MARKER, TYPE B EA 764.000 0710- 90- PAINTED PAVEMENT MARKINGS, FINAL SURFACE (44911815201) LS
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/d1/lettings/2024/sep19/e1w81.pdf?sfvrsn=4717836d_1Exhibit 220-3
TRACKS ON STOP DO NOT TRACKS ON STOP DO NOT TRACKS ON STOP DO NOT TRACKS ON STOP DO NOT R R 06/03/2024 EXHIBIT 220-3 RAILROAD CROSSING AT URBAN MULTILANE ROADWAY WITH TURN LANE M e d i a n M e d i a n Dimensions not shown for clarity, see Exhibit 220-1. Construction Line (For Reference) RDE Pavement Marking RPM Spacing at 10' Maximum 24" White W10-1 6" Yellow 6" White Bike Lane R8-8 Railroad Gate 24" White Intersections Signalized For Use Near
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/fdm/2025/exhibit-220-3.pdf?sfvrsn=29714070_1Exhibit 913-8
TRAFFIC DATA SOD 1'-4" 84' 5' TRAVEL LANES 24' TRAVEL LANES SHOULDER PAVEMENT NATURAL GROUND NATURAL GROUND PAVEMENT DETAIL. SHOULDER SEE 4" 0 . 0 2 SHOULDER PAVEMENT DETAIL 1 : 6 LBR, SECTION 2'-8'' SOD OPTIONAL BASE PAVEMENT SHOULDER 10' 3 . 5 ' 4" FRICTION COURSE 38
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/fdm/2025/exhibit-913-8.pdf?sfvrsn=638fb648_1E59C5BidTabs
: Counties: OSCEOLA,ORANGE E59C5-R0 Contract: Contract Time: Vendor Ranking PAVEMENT MARKINGS, , paint, and preformed tape pavement markings, installation of thermoplastic and preformed tape pavement markings, refurbishment of existing thermoplastic pavement markings, and removal and replacement of raised pavement markers on various State Roads in Orange and Osceola Counties. Experience, in the performance of Pavement Marking, or the Project Superintendent must have at least three (3) years
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/d5/bid-tabs/2024/oct01/e59c5bidtabs.pdf?sfvrsn=925c5f9_1E3Y48-R0
, curb and gutter, ditch pavement, driveways, inlet tops, curb ramps and mitered end slabs. Work may, - MISCELLANEOUS ASPHALT PAVEMENT TN 1.000 0400- 2- 1 CONCRETE CLASS II, CULVERTS CY 4.000 0425- 15- 41 INLET, PAVEMENT, NON REINFORCED, 4" SY 1,400.000 0524- 1- 4 CONCRETE DITCH PAVEMENT, NON REINFORCED, 6" SY 25.000 0524- 1- 29 CONCRETE DITCH PAVEMENT, 4", REINFORCED SY 25.000 0524- 1- 49 CONCRETE DITCH PAVEMENT, 6", REINFORCED SY 25.000 0524- 2- 1 CONCRETE SLOPE PAVEMENT,NON REINFORCED, 3" SY 50.000
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/d3/lettings/2024/dec12/e3y48-r0.pdf?sfvrsn=6820a7ca_120230723_450665-1_SR 40_36110
L2 X 2.0 2.0 4.0 LR - B Br I L P 2 22.100 6.0 L2 2.0 2.1 4.1 LR 12.2 - - - - F Light Pavement, : Crack Depth of "B" indicates full depth crack to the base. EOP = Edge of Pavement Note(s): Crack Extent: L= Light; M= Moderate; S= Severe Pavement Condition: G= Good; F= Fair; P= Poor Crack Types, (%) Comments SR 40 Core No. MP Distance from left edge of lane (ft.) Lane Wheel Path Pavement Layer (in.) State of Florida Department of Transportation PAVEMENT EVALUATION AND CONDITION DATA SHEET
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/materials/pavement/coringdata/d5/36/20230723_450665-1_sr-40_36110.pdf?sfvrsn=e51a3e5a_120230907_450577-1_SR 527_75040
of Pavement Crack Extent: L= Light; M= Moderate; S= Severe Pavement Condition: G= Good; F= Fair; P, Pavement Layer (in.) Base Orange County Highway Sect. No: 75040-102 Magnolia Avenue State of Florida Department of Transportation PAVEMENT EVALUATION AND CONDITION DATA SHEET 450577-1 Ardaman
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/materials/pavement/coringdata/d5/75/20230907_450577-1_sr-527_75040.pdf?sfvrsn=32720d10_1SummaryOfChanges2025FPDMv1
Dec 2024 2025 FDOT Flexible Pavement Design Manual Summary of the Revisions: Chapter 4 o updated chapter per Roadway Design Bulletin 24-06, Friction Course Policy o Section 4.4, final bullet added a reference to the GTR for additional details on where to omit FC-5 near toll facilities; this was for clarification purposes only Chapter 5 o Table 5.4 & Table 5.6 added a new Optional Base Material (Calcarenite); this was also added to the Standard Specifications o Section 5.5
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/pm/publications/summaryofchanges2025fpdmv1.pdf?sfvrsn=6f20dc91_1RDB 24-06
Drainage Engineers, District Pavement Design Engineers, District Materials and Research Engineers, Bulletin 24-03 and supersedes the 2025 FDOT Flexible Pavement Design Manual (FPDM) that was published, leader in roadway safety, pavement performance, and pavement durability. FDOT’s preeminence, of the districts. REQUIREMENTS 1. The 2025 Flexible Pavement Design Manual (FPDM) has been updated and re-published to the Pavement Design Publications Website to incorporate the requirements
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/bulletin/rdb-24-06.pdf?sfvrsn=2e07c62_120240223_450583-1_SR 436_77080
Howell Rd State of Florida Department of Transportation PAVEMENT EVALUATION AND CONDITION DATA SHEET, Wheel Path Pavement Layer (in.) Base Crack Pavt Cond. Rut Depth (in) Cross Slope, of Pavement Crack Extent: L= Light; M= Moderate; S= Severe Pavement Condition: G= Good; F= Fair; P= Poor, of Florida Department of Transportation PAVEMENT EVALUATION AND CONDITION DATA SHEET 450583-1 Elipsis, Pavement Layer (in.) Base Crack Pavt Cond. Rut Depth (in) Cross Slope (%) Comments Crack Types
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/materials/pavement/coringdata/d5/77/20240223_450583-1_sr-436_77080.pdf?sfvrsn=69dac01f_120250113_417540-5_SR 29_03080
0.25 0.25 0.25 0.20 0.18 0.08 Notes: Pavement Condition Roadway ID: 03080000 Lane Designations, E Inside: Shoulder Type and Condition: Overall Pavement Condition (from DMO field review, Y 36.600 3. Stabilization thickness was checked on 10% of the coring locations. For pavement, 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
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/materials/pavement/coringdata/d1/03/20250113_417540-5_sr-29_03080.pdf?sfvrsn=c1da120_120250130_451026-1_SR 45_13010
0.18 0.18 UNKW 0.08 Notes: Pavement Condition G - Good F - Fair TL - Turn Lane ML - Mainline R1, - Light N OF 63RD AVE W Inside: Shoulder Type and Condition: Overall Pavement Condition (from DMO, locations. For pavement design, assume 12 inches of thickness for stabilization. CRACK All Cores, cored at the time of the investigation. Should questions arise regarding the pavement composition, it, . PAVEMENT LAYER (IN.) MANATEE SR No.: BASE STATE OF FLORIDA DEPARTMENT OF TRANSPORTATION PAVEMENT
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/materials/pavement/coringdata/d1/13/20250130_451026-1_sr-45_13010.pdf?sfvrsn=21023e7e_120240202_450772-1_SR 50_18030
(South) Remarks: Crack Depth of "B" indicates full depth crack to the base. EOP = Edge of Pavement Crack Extent: L= Light; M= Moderate; S= Severe Pavement Condition: G= Good; F= Fair; P= Poor Crack, Pavement Layer (in.) Base State of Florida Department of Transportation PAVEMENT EVALUATION
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/materials/pavement/coringdata/d5/18/20240202_450772-1_sr-50_18030.pdf?sfvrsn=8e410db1_1LAP3340000origind
Concrete (HMA) pavement based on the type of work specified in the Contract and the Asphalt Work, Pavement will fall into one of the following work categories: 334-1.2.1 Asphalt Work Category 1: Includes, : Includes the construction of new HMA turn lanes, paved shoulders and other non-mainline pavement locations. 334-1.2.3 Asphalt Work Category 3: Includes the construction of new mainline HMA pavement
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2022/january-2022/lap/review-package/lap3340000origind.pdf?sfvrsn=1f1df46_23501305FHWA
: 3501305 Cement Concrete Pavement Dear Ms. Kendall: We are submitting, for your approval, two, Transportation Builders' Assoc. State Construction Engineer 3501305 CEMENT CONCRETE PAVEMENT (REV 6-28-24, joints. 3501305 CEMENT CONCRETE PAVEMENT (REV 6-28-24) SUBARTICLE 350-13.5.1.1 is deleted, , meet the cleaning requirements as specified for sawed joints. 3501305 CEMENT CONCRETE PAVEMENT (REV
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2025-26/review/fhwa/3501305fhwa.pdf?sfvrsn=4f1af587_1SP2000702SL
ROCK BASE – ACCEPTANCE PROGRAM. (REV 9-16-09) (FA 11-9-09) (1-16) SUBARTICLE 200-7.2.2 is deleted and the following substituted: 200-7.2.2 Frequency: Conduct QC sampling and testing at a minimum frequency listed in the table below. The Engineer will perform verification sampling and tests at a minimum frequency listed in the table below. Mainline Pavement Lanes, Turn Lanes, Ramps, Parking Lots, Concrete Box Culverts and Retaining Wall Systems Test Name QualityControl Verification
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2016/january-2016/workbook/sp2000702sl.pdf?sfvrsn=cb513f32_29740100-724origind
specifies the material requirements for detectable warnings and, patterned pavement and green-colored pavement markings. SECTION 974 is expanded by the following new Article: 974-4 Green-Colored Pavement, of this Section. Manufacturers must identify the materials for all components of the green-colored pavement, Performance Requirements: Provide colored pavement products that meet the performance requirements, for Green-Colored Pavement Marking Materials (Corner Points) 1 2 3 4 x 0.230 0.266 0.367 0.444 y 0.754
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2024-25/review/internal/9740100-724origind.pdf?sfvrsn=8c9235ff_13390700-722impl
MISCELLANEOUS ASPHALT PAVEMENT (REV 12-21-21) (FA 2-14-22) (7-22) ARTICLE 339-7 is deleted and the following substituted: 339-7 Method of Measurement. For the work specified under this Section (including the pertinent provisions of Sections 320 and 330), the quantity to be paid for will be the weight of the mixture in tons. For each pay item, the pay quantity will be based on the quantity placed on the project, limited to 110% of the adjusted plan quantity for the pay item
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2022/july-2022/review/implemented/3390700-722impl.pdf?sfvrsn=61446fd9_2