7444 search results for Pavement
PCSCN49A
FLORIDA DEPARTMENT OF TRANSPORTATION 14:52 Monday, February 2, 2026 1 ALL SYSTEM PAVEMENT CONDITION FORECAST PAVEMENT IMPROVEMENT PROJECTS IN FM WPA TENTATIVE PLAN -- 2026 - 2031, EXTRACTED ON 01/30/2026 SORT BY RDWYID MILEPOST R ASCENDING L DESCENDING FLORIDA DEPARTMENT OF TRANSPORTATION 14:52 Monday, February 2, 2026 1 ALL SYSTEM PAVEMENT CONDITION FORECAST PAVEMENT IMPROVEMENT, PAVEMENT DEFICIENT (ANY RATING
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/materials/pavement/performance/pvmtmgmt/preparedreports/pcscn49a.pdf?sfvrsn=e66361e9_1PCSCN51A
FLORIDA DEPARTMENT OF TRANSPORTATION 14:52 Monday, February 2, 2026 1 ALL SYSTEM PAVEMENT CONDITION FORECAST PAVEMENT IMPROVEMENT PROJECTS IN FM WPA TENTATIVE PLAN -- 2026 - 2031, EXTRACTED ON 01/30/2026 SORT BY RDWYID MILEPOST R ASCENDING L DESCENDING FLORIDA DEPARTMENT OF TRANSPORTATION 14:52 Monday, February 2, 2026 1 ALL SYSTEM PAVEMENT CONDITION FORECAST PAVEMENT IMPROVEMENT, 7.5 7.3 7.5 7.4 7.1 7.2 7.3 7.1 6.8 6.4 4335692 8.744 11.633 C 2025 0012 "*" INDICATES PAVEMENT
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/materials/pavement/performance/pvmtmgmt/preparedreports/pcscn51a.pdf?sfvrsn=597d4e9c_1PCSCN52A
FLORIDA DEPARTMENT OF TRANSPORTATION 14:52 Monday, February 2, 2026 1 ALL SYSTEM PAVEMENT CONDITION FORECAST PAVEMENT IMPROVEMENT PROJECTS IN FM WPA TENTATIVE PLAN -- 2026 - 2031, EXTRACTED ON 01/30/2026 SORT BY RDWYID MILEPOST R ASCENDING L DESCENDING FLORIDA DEPARTMENT OF TRANSPORTATION 14:52 Monday, February 2, 2026 1 ALL SYSTEM PAVEMENT CONDITION FORECAST PAVEMENT IMPROVEMENT, 6.6 6.9 6.5 4362692 21.824 23.790 C 2025 0012 "*" INDICATES PAVEMENT DEFICIENT (ANY RATING
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/materials/pavement/performance/pvmtmgmt/preparedreports/pcscn52a.pdf?sfvrsn=11843f34_1PCSCN53A
FLORIDA DEPARTMENT OF TRANSPORTATION 14:52 Monday, February 2, 2026 1 ALL SYSTEM PAVEMENT CONDITION FORECAST PAVEMENT IMPROVEMENT PROJECTS IN FM WPA TENTATIVE PLAN -- 2026 - 2031, EXTRACTED ON 01/30/2026 SORT BY RDWYID MILEPOST R ASCENDING L DESCENDING FLORIDA DEPARTMENT OF TRANSPORTATION 14:52 Monday, February 2, 2026 1 ALL SYSTEM PAVEMENT CONDITION FORECAST PAVEMENT IMPROVEMENT, * 3.5* 1.0* 1.0* 10.0 8.5 (2026) RIDE 6.3 6.2 6.9 6.5 "*" INDICATES PAVEMENT DEFICIENT (ANY RATING
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/materials/pavement/performance/pvmtmgmt/preparedreports/pcscn53a.pdf?sfvrsn=20c80007_1PCSCN54A
FLORIDA DEPARTMENT OF TRANSPORTATION 14:52 Monday, February 2, 2026 1 ALL SYSTEM PAVEMENT CONDITION FORECAST PAVEMENT IMPROVEMENT PROJECTS IN FM WPA TENTATIVE PLAN -- 2026 - 2031, EXTRACTED ON 01/30/2026 SORT BY RDWYID MILEPOST R ASCENDING L DESCENDING FLORIDA DEPARTMENT OF TRANSPORTATION 14:52 Monday, February 2, 2026 1 ALL SYSTEM PAVEMENT CONDITION FORECAST PAVEMENT IMPROVEMENT, 6.5 6.7 6.2 5.8 8.1 8.0 7.9 7.8 7.4 "*" INDICATES PAVEMENT DEFICIENT (ANY RATING
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/materials/pavement/performance/pvmtmgmt/preparedreports/pcscn54a.pdf?sfvrsn=77df7bd2_1PCSCN55A
FLORIDA DEPARTMENT OF TRANSPORTATION 14:52 Monday, February 2, 2026 1 ALL SYSTEM PAVEMENT CONDITION FORECAST PAVEMENT IMPROVEMENT PROJECTS IN FM WPA TENTATIVE PLAN -- 2026 - 2031, EXTRACTED ON 01/30/2026 SORT BY RDWYID MILEPOST R ASCENDING L DESCENDING FLORIDA DEPARTMENT OF TRANSPORTATION 14:52 Monday, February 2, 2026 1 ALL SYSTEM PAVEMENT CONDITION FORECAST PAVEMENT IMPROVEMENT, 8.0 8.0 8.1 8.1 8.1 8.0 8.0 8.0 7.6 4565951 11.849 15.081 C 2029 0012 "*" INDICATES PAVEMENT
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/materials/pavement/performance/pvmtmgmt/preparedreports/pcscn55a.pdf?sfvrsn=345df12e_1PCSCN57A
FLORIDA DEPARTMENT OF TRANSPORTATION 14:52 Monday, February 2, 2026 1 ALL SYSTEM PAVEMENT CONDITION FORECAST PAVEMENT IMPROVEMENT PROJECTS IN FM WPA TENTATIVE PLAN -- 2026 - 2031, EXTRACTED ON 01/30/2026 SORT BY RDWYID MILEPOST R ASCENDING L DESCENDING FLORIDA DEPARTMENT OF TRANSPORTATION 14:52 Monday, February 2, 2026 1 ALL SYSTEM PAVEMENT CONDITION FORECAST PAVEMENT IMPROVEMENT, 8.6 8.8 8.9 8.9 8.7 8.7 8.6 8.6 8.5 "*" INDICATES PAVEMENT DEFICIENT (ANY RATING
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/materials/pavement/performance/pvmtmgmt/preparedreports/pcscn57a.pdf?sfvrsn=8eaf6818_1PCSCN56A
FLORIDA DEPARTMENT OF TRANSPORTATION 14:52 Monday, February 2, 2026 1 ALL SYSTEM PAVEMENT CONDITION FORECAST PAVEMENT IMPROVEMENT PROJECTS IN FM WPA TENTATIVE PLAN -- 2026 - 2031, EXTRACTED ON 01/30/2026 SORT BY RDWYID MILEPOST R ASCENDING L DESCENDING FLORIDA DEPARTMENT OF TRANSPORTATION 14:52 Monday, February 2, 2026 1 ALL SYSTEM PAVEMENT CONDITION FORECAST PAVEMENT IMPROVEMENT, * "*" INDICATES PAVEMENT DEFICIENT (ANY RATING
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/materials/pavement/performance/pvmtmgmt/preparedreports/pcscn56a.pdf?sfvrsn=94a82a0_1PCSCN60A
FLORIDA DEPARTMENT OF TRANSPORTATION 14:52 Monday, February 2, 2026 1 ALL SYSTEM PAVEMENT CONDITION FORECAST PAVEMENT IMPROVEMENT PROJECTS IN FM WPA TENTATIVE PLAN -- 2026 - 2031, EXTRACTED ON 01/30/2026 SORT BY RDWYID MILEPOST R ASCENDING L DESCENDING FLORIDA DEPARTMENT OF TRANSPORTATION 14:52 Monday, February 2, 2026 1 ALL SYSTEM PAVEMENT CONDITION FORECAST PAVEMENT IMPROVEMENT, ----------------------------------------------------------------------------------------------------------------------------------- "*" INDICATES PAVEMENT DEFICIENT (ANY RATING
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/materials/pavement/performance/pvmtmgmt/preparedreports/pcscn60a.pdf?sfvrsn=3e329410_1PCSCN71A
FLORIDA DEPARTMENT OF TRANSPORTATION 14:52 Monday, February 2, 2026 1 ALL SYSTEM PAVEMENT CONDITION FORECAST PAVEMENT IMPROVEMENT PROJECTS IN FM WPA TENTATIVE PLAN -- 2026 - 2031, EXTRACTED ON 01/30/2026 SORT BY RDWYID MILEPOST R ASCENDING L DESCENDING FLORIDA DEPARTMENT OF TRANSPORTATION 14:52 Monday, February 2, 2026 1 ALL SYSTEM PAVEMENT CONDITION FORECAST PAVEMENT IMPROVEMENT, 8.7 8.8 8.6 8.5 8.5 8.4 8.4 8.5 8.3 "*" INDICATES PAVEMENT DEFICIENT (ANY RATING
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/materials/pavement/performance/pvmtmgmt/preparedreports/pcscn71a.pdf?sfvrsn=ed028b57_1PCSCN73A
FLORIDA DEPARTMENT OF TRANSPORTATION 14:52 Monday, February 2, 2026 1 ALL SYSTEM PAVEMENT CONDITION FORECAST PAVEMENT IMPROVEMENT PROJECTS IN FM WPA TENTATIVE PLAN -- 2026 - 2031, EXTRACTED ON 01/30/2026 SORT BY RDWYID MILEPOST R ASCENDING L DESCENDING FLORIDA DEPARTMENT OF TRANSPORTATION 14:52 Monday, February 2, 2026 1 ALL SYSTEM PAVEMENT CONDITION FORECAST PAVEMENT IMPROVEMENT, 20.442 23.442 R 2025 0012 "*" INDICATES PAVEMENT DEFICIENT (ANY RATING
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/materials/pavement/performance/pvmtmgmt/preparedreports/pcscn73a.pdf?sfvrsn=366ca31d_1E21Y6Addenda001
and replacing open graded friction course (FC-5), pavement markings, and reflective pavement markings, friction course (FC 12.5), pavement markings, reflective pavement markers and traffic signal loops, on priority. Priority will be determined based on condition of pavement once this contract is executed
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/d2/lettings/2026/feb25/e21y6addenda001.pdf?sfvrsn=96e7f8bb_1711-003
PAVEMENT MARKINGS AT ENTRANCE RAMPS TWO-LANE PARALLEL-TYPE ENTRANCE WITH ADDED LANE TAPER-TYPE, LANE NOTES: 3. 2. See Index 711-001 for pavement message dimensions and details. acceleration lane from the gore markings. 1. Extend this 8" white Pavement Marker one-fourth the length of the Merge Pavement Message and Arrow only used for Two-Lane Entrances. 2 / 1 8 / 2 0 2 6 1 0 : 1, '-0" 40'-0" Pavement Marker Yellow/Red Raised White/Red Raised Pavement Markers Pavement
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2027/idx/711-003.pdf?sfvrsn=f622f42d_2711-003-1
PAVEMENT MARKINGS AT ENTRANCE RAMPS TWO-LANE PARALLEL-TYPE ENTRANCE WITH ADDED LANE TAPER-TYPE, LANE NOTES: 3. 2. See Index 711-001 for pavement message dimensions and details. acceleration lane from the gore markings. 1. Extend this 8" white Pavement Marker one-fourth the length of the Merge Pavement Message and Arrow only used for Two-Lane Entrances. 2 / 1 8 / 2 0 2 6 1 0 : 1, '-0" 40'-0" Pavement Marker Yellow/Red Raised White/Red Raised Pavement Markers Pavement
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2027/interim/711-003-1.pdf?sfvrsn=c3bb8445_2D3-05-08-25BSN
, signing and pavement markings, signalization, and other incidental construction. FPID 453548- 1-52-02, and pavement markings, signalization, and other incidental construction. PRE-QUALIFICATION IS REQUIRED, - 70- 2 MILLING EXISTING ASPHALT PAVEMENT, 3 1/2" AVG DEPTH SY 207.000 0327- 70- 5 MILLING EXISTING ASPHALT PAVEMENT, 2" AVG DEPTH SY 74,857.000 0327- 70- 6 MILLING EXISTING ASPHALT PAVEMENT, 1 1/2, SY 3,638.000 0710- 11-125 PAINTED PAVEMENT MARKINGS, STANDARD, WHITE, SOLID FOR STOP LINE
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/d3/lettings/2025/may08/d3-05-08-25bsn.pdf?sfvrsn=60f34a1c_1RBituminousTreatmentsSurfaceCoursesand ConcretePavement
pavement requirement at graded connections may be waived for connections by the Engineer in accordance, ¼ " d D e p t h J o i n t L Pavement Top of L/2 (See Note 1) Steel Tie Bar Tie Bar Support D D / 2 Approx. 3" Pavement Top of and Spacer (Typ.) Dowel Support Plastic Cap Metal, ) Plain Steel Dowel Pavement Top of D D / 2 Pavement Top of L L/2 (See Note 1) Steel Tie, Note 5) Plain Steel Dowel Bar Pavement Top of L L/2 (Depth D/3) " Initial Cut 8 1 Filler
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2025/ser/rbituminoustreatmentssurfacecoursesand-concretepavement.pdf?sfvrsn=565fc77_1D3-05-09-24BSN
, pavement markings, sidewalk replacement, and other incidental construction under FPID 426934-2-52-01, /DRIVEWAY BASE- ASPHALT MATERIAL TN 25.400 0327- 70- 1 MILLING EXISTING ASPHALT PAVEMENT, 1" AVG DEPTH SY 5,536.000 0327- 70- 8 MILLING EXISTING ASPHALT PAVEMENT, 2 1/2" AVG DEPTH SY 42,899.000 0327- 70- 12 MILLING EXISTING ASPHALT PAVEMENT, 1 1/4" AVG DEPTH SY 276.000 0334- 1- 52 SUPERPAVE, ,TRAFFIC B, FC-9.5, PG 76- 22 TN 3,348.300 0339- 1- MISCELLANEOUS ASPHALT PAVEMENT TN 4.100 0425
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/d3/lettings/2024/may09/d3-05-09-24bsn.pdf?sfvrsn=c067cf6f_1RBituminousTreatmentsSurfaceCoursesand ConcretePavement
pavement requirement at graded connections may be waived for connections by the Engineer in accordance, ¼ " d D e p t h J o i n t L Pavement Top of L/2 (See Note 1) Steel Tie Bar Tie Bar Support D D / 2 Approx. 3" Pavement Top of and Spacer (Typ.) Dowel Support Plastic Cap Metal, ) Plain Steel Dowel Pavement Top of D D / 2 Pavement Top of L L/2 (See Note 1) Steel Tie, Note 5) Plain Steel Dowel Bar Pavement Top of L L/2 (Depth D/3) " Initial Cut 8 1 Filler
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2026/ser/rbituminoustreatmentssurfacecoursesand-concretepavement.pdf?sfvrsn=500d3282_1RBituminousTreatmentsSurfaceCoursesand ConcretePavement
pavement requirement at graded connections may be waived for connections by the Engineer in accordance, o ¼ " d D e p t h J o i n t L Pavement Top of L/2 (See Note 1) Steel Tie Bar Tie Bar Support D D / 2 Approx. 3" Pavement Top of and Spacer (Typ.) Dowel Support Plastic, Note 5) Plain Steel Dowel Pavement Top of D D / 2 Pavement Top of L L/2 (See Note 1, Break (See Note 5) Plain Steel Dowel Bar Pavement Top of L L/2 (Depth D/3) " Initial Cut 8 1
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2027/ser/rbituminoustreatmentssurfacecoursesand-concretepavement.pdf?sfvrsn=ed6024cd_11-22 FHWA Memos
. The portion of the roadbed immediately below the base course or pavement, including below the curb and gutter, valley gutter, shoulder and driveway pavement. The subgrade limits ordinarily include those, to a depth of 12 inches below the bottom of the base or pavement and outward to 6 inches beyond the base, pavement, or curb and gutter. Substructure. All of that part of a bridge structure below, immediately below the base course or pavement, including below the curb and gutter, valley gutter, shoulder
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2022/january-2022/review/fhwa/1-22-fhwa-memos.pdf?sfvrsn=f1f74a71_2