7241 search results for Pavement
PCSCN59A
FLORIDA DEPARTMENT OF TRANSPORTATION 10:20 Friday, August 29, 2025 1 ALL SYSTEM PAVEMENT CONDITION FORECAST PAVEMENT IMPROVEMENT PROJECTS IN FM WPA TENTATIVE PLAN -- 2026 - 2031, EXTRACTED ON 08/28/2025 SORT BY RDWYID MILEPOST R ASCENDING L DESCENDING FLORIDA DEPARTMENT OF TRANSPORTATION 10:20 Friday, August 29, 2025 1 ALL SYSTEM PAVEMENT CONDITION FORECAST PAVEMENT IMPROVEMENT, 8.3 7.9 "*" INDICATES PAVEMENT DEFICIENT (ANY RATING
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/materials/pavement/performance/pvmtmgmt/preparedreports/pcscn59a.pdf?sfvrsn=33fac8b5_1PCSCN61A
FLORIDA DEPARTMENT OF TRANSPORTATION 10:20 Friday, August 29, 2025 1 ALL SYSTEM PAVEMENT CONDITION FORECAST PAVEMENT IMPROVEMENT PROJECTS IN FM WPA TENTATIVE PLAN -- 2026 - 2031, EXTRACTED ON 08/28/2025 SORT BY RDWYID MILEPOST R ASCENDING L DESCENDING FLORIDA DEPARTMENT OF TRANSPORTATION 10:20 Friday, August 29, 2025 1 ALL SYSTEM PAVEMENT CONDITION FORECAST PAVEMENT IMPROVEMENT, 7.3 7.2 7.2 8.4 8.0 "*" INDICATES PAVEMENT DEFICIENT (ANY RATING
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/materials/pavement/performance/pvmtmgmt/preparedreports/pcscn61a.pdf?sfvrsn=2b277818_1PCSCN72A
FLORIDA DEPARTMENT OF TRANSPORTATION 10:20 Friday, August 29, 2025 1 ALL SYSTEM PAVEMENT CONDITION FORECAST PAVEMENT IMPROVEMENT PROJECTS IN FM WPA TENTATIVE PLAN -- 2026 - 2031, EXTRACTED ON 08/28/2025 SORT BY RDWYID MILEPOST R ASCENDING L DESCENDING FLORIDA DEPARTMENT OF TRANSPORTATION 10:20 Friday, August 29, 2025 1 ALL SYSTEM PAVEMENT CONDITION FORECAST PAVEMENT IMPROVEMENT, PRODUCTS, IN(2021) SPRIDE 7.9 7.9 7.7 7.9 7.8 8.1 8.0 9.1 9.1 8.9 8.9 9.0 8.9 "*" INDICATES PAVEMENT
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/materials/pavement/performance/pvmtmgmt/preparedreports/pcscn72a.pdf?sfvrsn=9ff2fb26_11020700FHWA
: 1020700 Maintenance of Traffic Associated Proposed Specification: 7060600 Raised Pavement Markers, and install work zone pavement markings for MOT in construction areas and in close conformity, Raised Pavement Markers (RPMs): Use Class B RPMs except for work that consists of ground, Description: Furnish and install work zone pavement markings for MOT in construction areas and in close, : 102-10.4 Temporary Raised Pavement Markers (RPMs): Use Class B RPMs except for work that consists
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2026-27/review/fhwa/1020700fhwa.pdf?sfvrsn=675aebf5_19850000FHWA
(Special) Rock, Rubble without bedding stone Ditch Pavement (Rubble Riprap) without bedding stone, Concrete with bedding stone Ditch Pavement (Rubble Riprap) with bedding stone 524-001 Joint Cover, Standard Plans Index 400-291 Concrete Pavement Subdrainage 446-001 Joint Cover for Mechanically Stabilized Retaining Wall with Sand or Limerock Backfill D-4 Slope Pavement Ditch Pavement (Sand
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2026-27/review/fhwa/9850000fhwa.pdf?sfvrsn=c9e16d6e_11020700IndustryCommentResponse
102-10.1 Work Zone Pavement Marking: Changed terminology to be consistent with MUTCD 102-10.4, - 78- Temporary Raised Pavement Markers, Class D – each: Should Class B temporary RPM's be added, and Class D temporary raised pavement markers will both be paid under pay item number 102-78. ACTION, temporary raised pavement markers will both be paid under pay item number 102-78. Specification, control officer 102-10.1 Work Zone Pavement Marking: Changed terminology to be consistent with MUTCD
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2026-27/review/industry/comments-responses/1020700industrycommentresponse.pdf?sfvrsn=640f2503_2E3Y84BidTabs
and gutter, barrier walls, sidewalk, drainage improvements, ITS, signing & pavement markings, 175.00000 35,175.00 225.00000 45,225.00 0115 0350 3 5 PLAIN CEMENT CONCRETE PAVEMENT, 8" 111.000, as Lump Sum 0001 Roadway SECTION: 0120 0350 3 7 PLAIN CEMENT CONCRETE PAVEMENT, 9" 7,017.000 SY, JOINTS- CONCRETE PAVEMENT 10,723.000 LF 4.70000 50,398.10 5.30000 56,831.90 10.00000 107,230.00 0130 0352 70 GRINDING CONCRETE PAVEMENT 7,128.000 SY 7.10000 50,608.80 6.20000 44,193.60
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/d3/bidtabs/2025/sep24/e3y84bidtabs.pdf?sfvrsn=36f33d44_1Materials Manual
and Foundations Section Title Volume I Volume II Section 2.1 Structural Layer Coefficients for Flexible Pavement, Volume II Section 3.1 District Materials Activities for Asphalt Pavement Construction V1-Section 3.1 [PDF-346KB] N/A Section 3.2 Flexible Pavement Coring and Evaluation V1-Section 3.2 [PDF-37KB] N, Section 3.5 Asphalt Binder N/A V2-Section 3.5 CHAPTER 4: Flexible and Rigid Pavement Condition Survey, Pavement Production Facilities Guide N/A V2-Section 9.3 Section 9.4 Mass
https://www.fdot.gov/materials/administration/resources/library/publications/materialsmanual/default.shtmTrack the Status of Revisions Current
522-002 Detectable Warnings and Sidewalk Curb Ramps Response Response Approved 524-001 Ditch Pavement, Foundations N/C N/C Approved 400-090 Approach Slabs (30 ft.) (Flexible Pavement Approaches) N/C N/C Approved 400-091 Approach Slabs (30 ft.) (Rigid Pavement Approaches) N/C N/C Approved 455-030 30, Approved 706-001 Typical Placement of Raised Pavement Markers N/C N/C Approved 711-001 Pavement
https://www.fdot.gov/design/standardplans/irr/Status-CurrentE1Y13BidTabs
Project(s): Contract: Contract Time: Vendor Ranking Traffic Operations Signing and Pavement, singing and pavement markings installation and maintenance, 365 CALENDAR DAYS Project(s): CHARLOTTE, , POLK, SARASOTA Counties: 43629715210 (*) Fed Aid No: Traffic Operations Signing and Pavement, 1 3 RAISED PAVEMENT MARKER, TYPE B 400.000 EA 6.46000 2,584.00 15.00000 6,000.00 0330 0710 11190 PAINTED PAVEMENT MARKINGS, STANDARD, WHITE, ISLAND NOSE 100.000 SF 6.21000 621.00 35.00000
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/d1/bidtabs/2025/oct16/e1y13bidtabs.pdf?sfvrsn=208c54a8_1FDOT's Wrong-Way Driving (WWD) Program
required DO NOT ENTER and WRONG WAY signs and pavement markings (wrong-way arrow, etc.) in accordance, additional signing and pavement marking requirements as referenced in the following FDOT documents: Wrong-Way Signs and Pavement Markings: Section 230.4 of the FDOT Design Manual (FDM) Previous Bulletins: Signing and Pavement Marking Standards at Ramp Intersections: Roadway Design Bulletin 15-08, to an incident more quickly. Right-way drivers may perceive spike strips in the pavement ahead
https://www.fdot.gov/traffic/teo-divisions.shtm/cmt/Wrong-Way-drivingMikeRacca-FDOTSubassembliesExistingFeatures
with below ground features; pavement, curbs, shoulders, sidewalks, as well as at grade traffic, must lie between pavement pairs Guardrails and Shoulders cannot lie between pavement geometry, the number of pavement lines searched, create a line or polyline on ‘Scratch2’ to exclude areas of pavement not required in section. Adjusting the Corridor After you’ve reviewed the model you will make
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/cadd/downloads/archived-documentations/mikeracca-fdotsubassembliesexistingfeatures.pdf?sfvrsn=73c5f30d_2FY 2026-27 eBook compressed
............................................................................................................ 218 175 Cracking and Reseating Existing Concrete Pavement, ...................................................................................... 242 283 Reclaimed Asphalt Pavement Base, ................................................................................................. 259 BITUMINOUS TREATMENTS, SURFACE COURSES, AND CONCRETE PAVEMENT, .............................................. 266 327 Milling of Existing Asphalt Pavement, ...................................................................... 324 338 Value Added Asphalt Pavement
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2026-27/ebook/fy-2026-27-ebook-compressed.pdf?sfvrsn=be872b87_2FY 2026-27 eBook(signed)
............................................................................................................ 218 175 Cracking and Reseating Existing Concrete Pavement, ...................................................................................... 242 283 Reclaimed Asphalt Pavement Base, ................................................................................................. 259 BITUMINOUS TREATMENTS, SURFACE COURSES, AND CONCRETE PAVEMENT 300 Prime and Tack, 327 Milling of Existing Asphalt Pavement, ...................................................................... 324 338 Value Added Asphalt Pavement
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2026-27/ebook/fy-2026-27-ebook(signed).pdf?sfvrsn=247dee0_1D1-11-07-2024BSN
of spall repair, pile jackets, expansion joints and ditch pavement along SR 78 for Bridge #050057, : The improvements under this Contract consist of milling and resurfacing, signing and pavement marking, REMOVAL AC 281.690 0107- 2- MOWING AC 268.490 0327- 70- 1 MILLING EXISTING ASPHALT PAVEMENT, 1" AVG, Proposal: E1W85 ALT Item Description Unit Quantity 0327- 70- 5 MILLING EXISTING ASPHALT PAVEMENT, 2" AVG, , SOD SY 14,603.000 0706- 1- 3 RAISED PAVEMENT MARKER, TYPE B EA 2,054.000 0710- 11-101 PAINTED
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/d1/lettings/2024/nov07/d1-11-07-2024bsn.pdf?sfvrsn=53a79e61_1CR 557_90%_SPM_Plans
CONTRACT PLANS SIGNING AND PAVEMENT MARKING PLANS 12:07:53 PM Q:\50110728_CR_557_Widening\CAD\signing\KEYSSP01.DGN wabitter 2/7/2023 NO. SHEET S-1 SHEET DESCRIPTION SHEET NO. PAVEMENT MARKING PLANS INDEX OF SIGNING AND ENGINEER OF RECORD: PAVEMENT MARKING PLANS SIGNING AND JAMES E, NO. 710-90. THE QUANTITIES SHOWN ARE FOR ONE * THESE QUANTITIES ARE PAID FOR UNDER PAINTED PAVEMENT MARKINGS, 8 706-1-3 RAISED PAVEMENT MARKER, TYPE B EA WHITE/RED 29 65 42 38 37 62 273 YELLOW/YELLOW 8 90
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/procuement_marketingd1/documents/fy24-25/ad--25125/cr-557_90-_spm_plans.pdf?sfvrsn=d49cd6a3_12007Book
................................................................................ 196 175 Cracking and Reseating Existing Concrete Pavement...........................198 BASECOURSES, ......................................................................... 212 283 Reclaimed Asphalt Pavement Base, AND CONCRETE PAVEMENT 300 Prime and Tack Coats for Base Courses, of Existing Asphalt Pavement...................................................241 330 Hot, Pavement............................................................. 292 339 Miscellaneous Asphalt
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2007/ebook/2007book.pdf?sfvrsn=f0438065_0D4-02-02-24BSN
, resurfacing, widening), drainage (manholes adjustments), pavement markings (detectable, painted, 0285-708- OPTIONAL BASE, BASE GROUP 08 SY 3,094.000 0327- 70- 5 MILLING EXISTING ASPHALT PAVEMENT, 2" AVG DEPTH SY 35,718.000 0327- 70- 6 MILLING EXISTING ASPHALT PAVEMENT, 1 1/2" AVG DEPTH SY, - 1- MISCELLANEOUS ASPHALT PAVEMENT TN 9.800 0425- 5- 1 MANHOLE, ADJUST, UTILITIES EA 2.000 0425- 6, - 11-101 PAINTED PAVEMENT MARKINGS, STANDARD, WHITE, SOLID, 6" GM 3.547 0710- 11-123 PAINTED
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/d4/lettings/2024/feb04/d4-02-02-24bsn.pdf?sfvrsn=3fb0e67e_12010Master
Existing Concrete Pavement ........................... 204 BASE COURSES 200 Rock Base, 1 8 2 8 3 Reclaimed Asphalt Pavement Base, ..................................................................................... 235 BITUMINOUS TREATMENTS, SURFACE COURSES AND CONCRETE PAVEMENT 300 Prime, of Existing Asphalt Pavement, . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 2 9 4 3 3 8 Value Added Asphalt Pavement
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2010/ebook/2010master.pdf?sfvrsn=a427c160_0oom_20240716_2023-Maintenance-Contract-Cost-Summary-by-Pay-Item
SY 567.000 $141,750.00 $250.00 0327 70 1 MILLING EXISTING ASPHALT PAVEMENT, 1" AVG DEPTH SY 95,392.250 $744,755.01 $7.81 0327 70 3 MILLING EXISTING ASPHALT PAVEMENT, 4 1/2" AVG DEPTH SY 49.560 $495.60 $10.00 0327 70 4 MILLING EXISTING ASPHALT PAVEMENT, 3" AVG DEPTH SY 2,377.110 $9,763.44 $4.11 0327 70 5 MILLING EXISTING ASPHALT PAVEMENT, 2" AVG DEPTH SY 121,471.320 $664,768.70 $5.47 0327 70 6 MILLING EXISTING ASPHALT PAVEMENT, 1 1/2" AVG DEPTH SY 185,004.160 $818,353.65 $4.42 0327 70 7
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/maintenance/cont/oom_20240716_2023-maintenance-contract-cost-summary-by-pay-item.pdf?sfvrsn=f1bf184_1