7241 search results for Pavement
E3Y48-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_29320500-722comm
9320500 NONMETALLIC ACCESSORY MATERIALS FOR CONCRETE PAVEMENT AND CONCRETE STRUCTURES COMMENTS FROM INTERNAL/INDUSTRY REVIEW Melissa Hollis (850) 414-4182 Melissa.Hollis@dot.state.fl.us Comments: (10-21-21, Internal) Section 932: If I am following the changes in Table 932-11 , we seem to have an overlap between the spec and Materials Manual. This is one of the concerns we previously discussed with Juan. How do you want to proceed with coordinating the Spec and MM? Response
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2022/july-2022/review/comments-responses/9320500-722comm.pdf?sfvrsn=354b9263_23300502-722comm
3300502 HOT MIX ASPHALT - GENERAL CONSTRUCTION REQUIREMENTS COMMENTS FROM INTERNAL/INDUSTRY REVIEW Tim Carter 386-624-3208 tcarter@pandspavinginc.com Comments: (12-16-21 Industry I would propose the following language be added to the specification. As an option, for high and low straightedge deficiencies only, mill the pavement surface the full lane width to a depth and length adequate to remove the deficiency. If the low deficiencies are 5/16” or less the Engineer may waive
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2022/july-2022/review/comments-responses/3300502-722comm.pdf?sfvrsn=1691dc82_23390700-722comm
3390700 MISCELLANEOUS ASPHALT PAVEMENT COMMENTS FROM INTERNAL/INDUSTRY REVIEW Deborah Ihsan (954) 777-4387 deborah.ihsan@dot.state.fl.us Comments: (1-18-22, Industry) why are we allowing Misc asphalt to receive a quality bonus, when this asphalt type is typically used as a secondary item to guardrail and any type of mix can be utilized except FC-5, does not require asphalt plant testing, and density Response
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2022/july-2022/review/comments-responses/3390700-722comm.pdf?sfvrsn=37cb7063_29740000-122resp
9740000 SURFACE TREATMENTS (New Section) COMMENTS FROM INTERNAL/INDUSTRY REVIEW Ananth Prasad Florida Transportation Builders’ Association, Inc. w (850) 942-1405 aprasad@ftba.com Comments: (Internal 5-17-21) What does these changes mean? Do they still have to be on the test deck for 3 years? Response: Yes, you are correct, 3 year field testing is still the requirement for Patterned Pavement. When I consulted with the technical expert, they did not want that changed. We added
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2022/january-2022/review/comments-responses/9740000-122resp.pdf?sfvrsn=f5805728_27110401.comm
7110401 THERMOPLASTIC PAVEMENT MARKINGS COMMENTS FROM INTERNAL/INDUSTRY REVIEW Ananth Prasad 850-942-1404 aprasad@ftba.com Comments: (6-1-18) 1. Is Short-Term Raised Rumble Strips something new that we are doing? Response: Yes. The purpose is to replace existing raised rumble strips throughout construction. 2. When does the Contractor install them? Response: Short-term raised rumble strip sets are for interim replacement between the time when existing raised rumble strip sets
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2019/january-2019/review/comments-responses/7110401.comm.pdf?sfvrsn=8f0f93c7_09700000.origind
for Retroreflective Pavement Markers and Bituminous Adhesive. In accordance with Specification Development, with the MUTCD where RPM is defined as a Raised Pavement Marker. Additional changes have been made, FOR RAISEDRETROREFLECTIVE PAVEMENT MARKERS AND BITUMINOUS ADHESIVE (REV 10-31-1710-16-17) SECTION 970 is deleted and the following substituted: 970-1 RaisedRetroreflective Pavement Markers (RPMs). All retroreflective pavement markers shall be one of the products listed on the Department’s Approved Product List (APL
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2018/july-2018/review/internal/9700000.origind.pdf?sfvrsn=1e3142ce_0