7241 search results for Pavement
Exhibit 230-17a-b
Requirements Pavement Marking See MUTCD For Island NOT TO SCALE 01/01/2024 EXHIBIT 230-17b NOT TO SCALE
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/fdm/2026/exhibit-230-17a-b.pdf?sfvrsn=bdab788b_1D3-01-08-26FuelAllocationReport
ESTIMATED FUEL ALLOCATION DETAIL Proposal No.: E3Z26-R0 Project No.: 42212227264 * Item Year: 13 District: 03 County/Section: Conversion Factors DSL3, GAS3 Gallons Item No. Alt. Unit Pay Item Description Gasoline Diesel Quantity Gasoline Diesel 0339- 1- TN MISCELLANEOUS ASPHALT PAVEMENT 0.0000 2.4685 1.000 0.000 2.469 42212227264 JOB TOTAL: 0.000 2.469 (*) Indicates lead project Page 1 of 1 In preparing bids for this project, the Department of Transportation will make contract price
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/d3/lettings/2026/jan08/d3-01-08-26fuelallocationreport.pdf?sfvrsn=b01cf6fc_1E55D0-R0
, VOLUSIA Road Name: PAVEMENT MARKINGS & RPMs Limits: Midpoint Project(s): 44410017225(*) Federal Aid, ). Intent: The work under this Contract consists of the removal and replacement of pavement markings, ) years of experience in the performance of Pavement Markings, or the Project Superintendent must have, a certificate of prequalification with the Department in "Pavement Markings" will suffice to meet, Proposal: E55D0-R0 ALT Item Description Unit Quantity Section 0001 PAVEMENT STRIPING (LARGE MACHINE) (LM
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/d5/lettings/2026/jan06/e55d0-r0.pdf?sfvrsn=a5f0e148_120250616_452911-1_SR 424 (Edgewater Dr)_75260
to the base. EOP = Edge of Pavement Crack Extent: L= Light; M= Moderate; S= Severe Pavement, = Sand Bituminous Road Mix; NB= No Base Pavement Layer (in.)Base Wheel Path 4.882 SR 424 (Edgewater Drive)4.211 End MP: Orange State of Florida Department of Transportation PAVEMENT EVALUATION
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/materials/pavement/coringdata/d5/75/20250616_452911-1_sr-424-(edgewater-dr)_75260.pdf?sfvrsn=a97093f5_120250528_452864-1_SR 507 (Babcock St)_77080
(%) State of Florida Department of Transportation PAVEMENT EVALUATION AND CONDITION DATA SHEET, 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 Types: A= Alligator; Bl= Block; Br= Branch; SL, Crack Core No.MP Distance from left edge of lane (ft) Lane Wheel Path Comments Pavement Layer, depth crack to the base. EOP = Edge of Pavement Crack Extent: L= Light; M= Moderate; S= Severe
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/materials/pavement/coringdata/d5/77/20250528_452864-1_sr-507-(babcock-st)_77080.pdf?sfvrsn=31ab8fa1_12025FDM915PlanProfile
such as pavement width, medians, paved shoulders, curbs, drainage elements, tapers, turn provisions, , underground and overhead utilities, walls, curbs, pavements, fences, railroads, and bridges, drainage, the limits of pavement and grading at side street intersections. Provide a legend when shading, , and traffic separators. • Dimension the traveled way along the mainline and where pavement, the right edge of pavement with respect to the direction of traffic. Ramp stationing should be increasing
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/fdm/2025/2025fdm915planprofile.pdf?sfvrsn=893d70b1_12026FDM915PlanProfile
roadway elements such as pavement width, medians, paved shoulders, curbs, drainage elements, , drives, buildings, underground and overhead utilities, walls, curbs, pavements, fences, railroads, , or labeling to convey the information. Indicate the limits of pavement and grading at side street, and where pavement widths change. Dimension the traveled way of side streets and driveways. • Display, the right edge of pavement with respect to the direction of traffic. Ramp stationing should
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/fdm/2026/2026fdm915planprofile.pdf?sfvrsn=71215c1a_3fm5-541
of Pavement Marking Materials Designation: FM 5-541 Part A – Project Based Testing of Pavement Marking Materials 1. SCOPE This method delineates field testing for evaluating the following pavement marking, -Prescribed Geometry Portable Retroreflectometer meeting the requirements of ASTM E1710. 2.2. Pavement, Thermoplastic (Longitudinal Lines) Measure the thickness using a pavement marking thickness gauge (see, on a pavement joint, take the measurement in a location where the joint is even. The location thickness
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/materials/administration/resources/library/publications/fstm/methods/fm5-541.pdf?sfvrsn=49b251be_8E1X61BidTabs
& resurfacing, shoulder treatment, and pavement markings on SR 15 (US 98) in Okeechobee County from, 0327 70 2 MILLING EXISTING ASPHALT PAVEMENT, 3 1/2" AVG DEPTH 130,900.000 SY 3.25000 425,425.00 3.07000 401,863.00 7.00000 916,300.00 0065 0327 70 6 MILLING EXISTING ASPHALT PAVEMENT, 1 1/2" AVG, 5.65000 147,685.35 3.86000 100,896.54 4.80000 125,467.20 0085 0706 1 3 RAISED PAVEMENT MARKER, PAVEMENT MARKINGS, STANDARD, WHITE, SOLID, 6" 19.386 GM 1,200.00000 23,263.20 1,062.88000 20,604.99
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/d1/bidtabs/2025/may15/e1x61bidtabs.pdf?sfvrsn=72807875_1LAP120-725
culverts, retaining walls, and other drainage structures on the non-mainline pavement. 120-1.2.3, with the construction of mainline traffic bearing applications such as pavement lanes, turn lanes, ramps, parking lots, structures on the mainline pavement. 120-1.3 Unidentified Areas of Contamination: When encountering, the existing pavement for the entire limits of the width and depth. Remove the existing base beneath the pavement if indicated in the Plans. If the Plans provide that paving materials may be incorporated
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2025-26/lap/lap120-725.pdf?sfvrsn=78975a5f_220250528_449156-1_SR 93A_10075
and Condition: Overall Pavement Condition (from DMO field review):Fair Typical Section: MAINLINE 3/26/2025, ) PAVEMENT LAYER (IN.) HILLSBOROUGHSR No.: Paved: Y STATE OF FLORIDA DEPARTMENT OF TRANSPORTATION PAVEMENT EVALUATION CORING AND CONDITION DATA County: F.A. Project No.: Fin. Proj. ID: W.P.I., :10075000Pasco County LineInside: Shoulder Type and Condition: Overall Pavement Condition (from DMO field, 449156-1 CRACK Mainline and Bridge Cores (ML/BR) PAVEMENT LAYER (IN.) HILLSBOROUGHSR No.: Paved
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/materials/pavement/coringdata/d7/10/20250528_449156-1_sr-93a_10075.pdf?sfvrsn=1aae2391_11020300.FHWA2
paths are altered during construction, remove all pavement markings (paint, tape, thermoplastic, raised retroreflective pavement markers, etc.) that will conflict with the adjusted vehicle or pedestrian paths. Use of paint to cover conflicting pavement markings is prohibited. Remove conflicting pavement markings using a method that will not damage the surface texture of the pavement and which, pavement markers, etc.) to be included in Maintenance of Traffic, Lump Sum. SUBARTICLE 102-6.2
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2016/july-2016/review/fhwa/1020300.fhwa2.pdf?sfvrsn=bb7b55ae_01020300.FHWA
construction, remove all pavement markings (paint, tape, thermoplastic, raised retroreflective pavement, to cover conflicting pavement markings is prohibited. Remove conflicting pavement markings using a method that will not damage the surface texture of the pavement and which will eliminate the previous, . Costforremovingconflictingpavementmarkings (paint, tape, thermoplastic, retroreflectiveraised pavement markers, etc, structures and pavements after crash cushion removal. Make necessary repairs due to defective material
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2016/july-2016/review/fhwa/1020300.fhwa.pdf?sfvrsn=c5a37b83_020230807_449656-1_SR 15_91020.91535
: Pavement Condition G - Good F - Fair P - Poor Extent L - Light M - Moderate S - Severe CO, : Shoulder Type and Condition: Overall Pavement Condition (from DMO field review): Fair Typical Section, . 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.) Okeechobee SR
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/materials/pavement/coringdata/d1/91/20230807_449656-1_sr-15_91020-91535.pdf?sfvrsn=94cd674_1446-001IndReviewResponse
Industry Review Comments and Responses FDOT – Standard Plans 1 Index 446-001 Concrete Pavement Subdrainage ORIGINATION Date: June 5, 2023 Name: Dino Jameson Phone: (352) 955-2993 Email: Dino.Jameson@dot.state.fl.us COMMENTARY In the July 2022 SSRBC workbook, construction requirements, : 8/31/2023 COMMENT: We have used concrete pavement on several jobs with curb & gutter. It would be helpful if the Index 446-001 included a detail for concrete pavement subdrainage for this application
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/irr/2025/446-001indreviewresponse.pdf?sfvrsn=37129e04_120230901_446011-1_SR-5_90010
09/05/23 FLORIDA DEPARTMENT OF TRANSPORTATION PCRPJ03 PAVEMENT CORING REPORTING PCRO003 PAVEMENT EVALUATION CORING AND CONDITION DATA INPUT DATA REPORT MANDIST FINPROJ TYPSECT MESSAGE 06, PAVEMENT CORING REPORTING PCRO103 PAVEMENT EVALUATION CORING AND CONDITION DATA FIN PROJ, : CURB & GUTTER: NO CURBED: NO 09/05/23 FLORIDA DEPARTMENT OF TRANSPORTATION PCRPJ03 PAVEMENT CORING REPORTING PCRO203 PAVEMENT EVALUATION CORING AND CONDITION DATA CORE MILE W CORE ----- CRACK
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/materials/pavement/coringdata/d6/90/20230901_446011-1_sr-5_90010.pdf?sfvrsn=86f4b0e_120230912_446947-3_SR-NA_NA
09/13/23 FLORIDA DEPARTMENT OF TRANSPORTATION PCRPJ03 PAVEMENT CORING REPORTING PCRO003 PAVEMENT EVALUATION CORING AND CONDITION DATA INPUT DATA REPORT MANDIST FINPROJ TYPSECT MESSAGE 06, PAVEMENT CORING REPORTING PCRO103 PAVEMENT EVALUATION CORING AND CONDITION DATA FIN PROJ, DEPARTMENT OF TRANSPORTATION PCRPJ03 PAVEMENT CORING REPORTING PCRO203 PAVEMENT EVALUATION CORING, ------- PAVEMENT LAYER ------ LNGTH BASE SUB DEPTH TYP CLSS EXT CND DPTH SLOPE COMMENTS
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/materials/pavement/coringdata/d6/87/20230912_446947-3_sr-na_na.pdf?sfvrsn=d6caa51c_120230308_448411-1_SR-838_86005
09/25/23 FLORIDA DEPARTMENT OF TRANSPORTATION PCRPJ03 PAVEMENT CORING REPORTING PCRO003 PAVEMENT EVALUATION CORING AND CONDITION DATA INPUT DATA REPORT MANDIST FINPROJ TYPSECT MESSAGE 04, PAVEMENT CORING REPORTING PCRO103 PAVEMENT EVALUATION CORING AND CONDITION DATA FIN PROJ, PAVEMENT CORING REPORTING PCRO203 PAVEMENT EVALUATION CORING AND CONDITION DATA CORE MILE W CORE ----- CRACK ------ PMT RUT CROSS NO. POST VFY LN P --TOP ------- PAVEMENT LAYER ------ LNGTH BASE SUB
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/materials/pavement/coringdata/d4/86/20230308_448411-1_sr-838_86005.pdf?sfvrsn=5f86ca1b_320220412_443931-1_SR-A1A_87060
07/27/22 FLORIDA DEPARTMENT OF TRANSPORTATION PCRPJ03 PAVEMENT CORING REPORTING PCRO003 PAVEMENT EVALUATION CORING AND CONDITION DATA INPUT DATA REPORT MANDIST FINPROJ TYPSECT MESSAGE 06, PAVEMENT CORING REPORTING PCRO103 PAVEMENT EVALUATION CORING AND CONDITION DATA FIN PROJ, PCRPJ03 PAVEMENT CORING REPORTING PCRO203 PAVEMENT EVALUATION CORING AND CONDITION DATA CORE MILE W CORE ----- CRACK ------ PMT RUT CROSS NO. POST VFY LN P --TOP ------- PAVEMENT LAYER ------ LNGTH
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/materials/pavement/coringdata/d6/87/20220412_443931-1_sr-a1a_87060f1a49795-8a65-4aa9-a82d-e15627680fa3.pdf?sfvrsn=613d859f_120170102_423251-3_SR-25_87090
11/29/23 FLORIDA DEPARTMENT OF TRANSPORTATION PCRPJ03 PAVEMENT CORING REPORTING PCRO003 PAVEMENT EVALUATION CORING AND CONDITION DATA INPUT DATA REPORT MANDIST FINPROJ TYPSECT MESSAGE 06, PAVEMENT CORING REPORTING PCRO103 PAVEMENT EVALUATION CORING AND CONDITION DATA FIN PROJ, FLORIDA DEPARTMENT OF TRANSPORTATION PCRPJ03 PAVEMENT CORING REPORTING PCRO203 PAVEMENT EVALUATION, ------- PAVEMENT LAYER ------ LNGTH BASE SUB DEPTH TYP CLSS EXT CND DPTH SLOPE COMMENTS
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/materials/pavement/coringdata/d6/87/20170102_423251-3_sr-25_87090.pdf?sfvrsn=90cddb41_1