7241 search results for Pavement
20250206_432313-2_SR312_78002
Pavement Evaluation Coring and Condition Data Cored By: CSI GEO, Inc 02/06/25 Page Mainline, e r M i l e P o s t L a n e W h e e l P a t h Pavement Layer C o r e L, 340.600 IL N 2.4 2.4 LR F Pavement Evaluation Coring and Condition Data Cored By: CSI GEO, Inc, Pavement Layer C o r e L e n g t h ( i n . ) B a s e T y p e Crack P a v e, m b e r M i l e P o s t L a n e B r . N u m b e r Pavement Layer W h e
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/materials/pavement/coringdata/d2/78/20250206_432313-2_sr312_78002.pdf?sfvrsn=25b2294_19310101-724FHWA
: 9310101 Metal Accessory Materials for Concrete Pavement and Concrete Structures. Dear Mr. Nguyen, MATERIALS FOR CONCRETE PAVEMENT AND CONCRETE STRUCTURES. (REV 5-5-23) SUBARTICLE 931-1.1.5, in Concrete Pavement. 931-3.1 Approved Product List (APL): The dowel bars and basket assembly must meet, change in 931-1.1.5 added comma METAL ACCESSORY MATERIALS FOR CONCRETE PAVEMENT AND CONCRETE, : 931-3 Metal Dowel Bar Assemblies for Joints in Concrete Pavement. 931-3.1 Approved Product List (APL
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2024-25/review/fhwa/9310101-724fhwa.pdf?sfvrsn=673fb91_19850000-722impl
bedding stone Ditch Pavement (Rubble Riprap) without bedding stone 524-001 D-2 Revetment, Pavement (Rubble Riprap) with bedding stone 524-001 Joint Cover for Mechanically Stabilized, Concrete Pavement Subdrainage 446-001 Joint Cover for Mechanically Stabilized Retaining Wall with Sand or Limerock Backfill D-4 Slope Pavement Ditch Pavement (Sand-Cement Riprap or Concrete
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2022/july-2022/review/implemented/9850000-722impl.pdf?sfvrsn=c5a19ccb_2D7020000.do
recommended by the manufacturer. Apply striping material to the pavement by extrusion. Remove, in accordance with Florida Test Method FM 5-541. Apply all final pavement traffic stripes prior to opening, from the pavement. The striping material line loss must not exceed 5.0%. 702-4.5 Correction, : Item No. 702- 7- Remove Existing Pavement Markings – per square foot. Item No. 2702- 7- Remove Existing Pavement Markings – per square meter. Item No. 702-31- SkipTrafficStripe,Inverted Profile
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2003/january-2003/workbook/d7020000.do.pdf?sfvrsn=d925a476_01020300.resp
should include crosswalks, at least the standard pattern, in the list of pavement markings, the standard pattern until final pavement markings are installed, except for uncontrolled crosswalks, . 10.1 "Furnish and install work zone pavement markings standard paint for MOT in construction, ." The words "work zone pavement markings are lined thru and replaced with "standard paint". Not sure why, no change to this section. Response: “Work zone pavement markings” was struck to eliminate duplication
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2016/july-2016/review/comments-responses/1020300.resp.pdf?sfvrsn=24cdb4aa_00050700.impl
at locations that the Engineer directs to facilitate checking of subgrade, base, and pavement, controlsadequatetoensurethattheasphaltmix added matches with the existing pavement. In tangent sections, set horizontal control points, at 25 foot intervals by locating and referencing the centerline of the existing pavement. Establishby an instrument survey, and mark on the surface of the finished pavement at 25 foot intervals, of paving operations. Mark the pavement with white paint. If performing striping, the Engineer may
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2016/january-2016/review/implemented/0050700.impl.pdf?sfvrsn=b39a7cf5_0SS6900000
ground areas. Where the removal operations require the removal or disturbance of overlying pavement, curb, grass, or sidewalk, remove such pavement and subsequently replace it in kind, the amplifier and the detector pad and its framework from the roadway pavement. After removing, concrete mix or concrete pavement mix so as to restore the roadway to the satisfaction of the Engineer. When removing non-intrusive detectors that are not embedded in or under pavement, remove
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2011/january-2011/workbook/ss6900000.pdf?sfvrsn=4f271589_0SS6900000
ground areas. Where the removal operations require the removal or disturbance of overlying pavement, curb, grass, or sidewalk, remove such pavement and subsequently replace it in kind, the amplifier and the detector pad and its framework from the roadway pavement. After removing, concrete mix or concrete pavement mix so as to restore the roadway to the satisfaction of the Engineer. When removing non-intrusive detectors that are not embedded in or under pavement, remove
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2012/january-2012/workbook/ss6900000.pdf?sfvrsn=bd6dc329_03500902-723 FHWA
Specifications Office Section: 350 Proposed Specification: 3500902 Cement Concrete Pavement. Dear Mr, CEMENT CONCRETE PAVEMENT. (REV 6-20-22) SUBARTICLE 350-9.2 is deleted and the following, yards as approved by the Engineer. The LOT size for reduced testing frequency of Class I (Pavement, Jobs CEMENT CONCRETE PAVEMENT. (REV 6-20-22) SUBARTICLE 350-9.2 is deleted and the following, of Class I (Pavement) may represent a maximum production quantity of 4,000 square yards, provided
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2023-24/review/fhwa/3500902-723-fhwa.pdf?sfvrsn=c9b788e8_1E8V06Addenda003
Structure Plans (PDF file) Digitally signed + sealed Signing and Pavement Marking (PDF file, to proposed structures 52 Added note for pavement feathering between milled and existing surfaces 53 Added, sheet B-8 Added signature sheet B-16 Concrete properties table updates SIGNING & PAVEMENT MARKING REVISED SHEETS S-1 Key sheet index S-2A Added sheet S-4, S-7 Revised pavement markings to match new milling limits S-8 Updated signing pavement marking design based on updated milling and resurfacing
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/tp/lettings/2025/may13/e8v06addenda003.pdf?sfvrsn=9a17da61_1E8W31-R0
of signing and pavement markings, ITS systems, lighting systems, minor roadway and/or drainage, , BASE GROUP 04 SY 50.000 0327- 70- 6 MILLING EXISTING ASPHALT PAVEMENT, 1 1/2" AVG DEPTH SY 100.000 0327- 70- 11 MILLING EXISTING ASPHALT PAVEMENT, 2 1/4" AVG DEPTH SY 100.000 0327- 70- 19 MILLING EXISTING ASPHALT PAVEMENT, 3/4" AVG DEPTH SY 100.000 0334- 1- 13 SUPERPAVE ASPHALTIC CONC, TRAFFIC, - MISCELLANEOUS ASPHALT PAVEMENT TN 60.000 0425- 1-351 INLETS, CURB, TYPE P-5,
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/tp/lettings/2025/jun10/e8w31-r0.pdf?sfvrsn=d522152f_1E8W16Addenda001
Added sheet 4 6 Updated quantities 7 Removed pay items 29 30 Updated pavement design and limits 32 35 Updated pavement design 41 Removed shoulder milling and resurfacing 51 Added inside shoulder, quantities SIGNING & PAVEMENT MARKING PLAN REVISIONS -415927-4-52-01 & 418214-5-52-01 SHEET DESCRIPTION, 0200 524-2-2 ADD 0.00 156.00 SIGNING & PAVEMENT MARKING PAY ITEMS + QUANTITIES (AASHTOWare PrP, SPM 0300 700-2-116 MOD 4.00 6.00 SPM 0300 700-2-600 MOD 5.00 8.00 SIGNING & PAVEMENT MARKING PAY
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/tp/lettings/2025/jun10/e8w16addenda001.pdf?sfvrsn=54a639bb_1D3-08-14-25BSN
No. 570094, signing and pavement markings, and intelligent transportation systems. All work is to be done, BORROW EXCAVATION, TRUCK MEASURE CY 373.800 0327- 70- 6 MILLING EXISTING ASPHALT PAVEMENT, 1 1/2, Proposal: E3Y49 ALT Item Description Unit Quantity 0327- 70- 11 MILLING EXISTING ASPHALT PAVEMENT, RAISED PAVEMENT MARKER, TYPE B EA 1,619.000 0710- 11-101 PAINTED PAVEMENT MARKINGS, STANDARD, WHITE, SOLID, 6" GM 3.556 0710- 11-102 PAINTED PAVEMENT MARKINGS, STANDARD, WHITE, SOLID FOR INTERCHANGE
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/d3/lettings/2025/aug14/d3-08-14-25bsn.pdf?sfvrsn=8e9a9876_2Quick Guide to Selecting Geosynthetic Materials
Pavement (Rubble Riprap) without bedding stone D-2 Revetment (Standard) Articulating Block Gabions Rock, Rubble, and Broken Concrete with bedding stone Ditch Pavement (Rubble Riprap, (Culvert) Box Culvert Joints Concrete Pavement Subdrainage Joint Cover for Mechanically Stabilized Earth Retaining Wall with Sand or Limerock Backfill D-4 Slope Pavement Ditch Pavement (Sand-Cement
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/materials/geotechnical/geosynthetic/quick-guide-to-selecting-geosynthetic-materials.pdf?sfvrsn=b382af0_1PCSCN76A
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, , INC. (2025) SPRIDE 7.6 7.4 7.3 7.9 7.8 8.1 7.9 8.0 7.9 7.8 7.5 7.3 8.5 8.3 "*" INDICATES PAVEMENT
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/materials/pavement/performance/pvmtmgmt/preparedreports/pcscn76a.pdf?sfvrsn=f4c882fe_1PCSCN77A
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, 6.4* 6.2* 8.0 8.5 8.5 8.5 "*" INDICATES PAVEMENT DEFICIENT (ANY RATING
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/materials/pavement/performance/pvmtmgmt/preparedreports/pcscn77a.pdf?sfvrsn=6717d010_1PCSCN78A
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, ----------------------------------------------------------------------------------------------------------------------------------- "*" INDICATES PAVEMENT DEFICIENT (ANY
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/materials/pavement/performance/pvmtmgmt/preparedreports/pcscn78a.pdf?sfvrsn=b0bbe160_1PCSCN74A
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, PAVEMENT DEFICIENT (ANY RATING
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/materials/pavement/performance/pvmtmgmt/preparedreports/pcscn74a.pdf?sfvrsn=c16ce576_1PCSCN75A
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, "*" INDICATES PAVEMENT DEFICIENT (ANY RATING
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/materials/pavement/performance/pvmtmgmt/preparedreports/pcscn75a.pdf?sfvrsn=e642ece5_1PCSCN86A
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, 10.0 10.0 10.0 10.0 10.0 8.0 7.0 (2018) RIDE 6.5 6.3 5.8 5.1* "*" INDICATES PAVEMENT DEFICIENT
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/materials/pavement/performance/pvmtmgmt/preparedreports/pcscn86a.pdf?sfvrsn=6fd2ce39_1