7241 search results for Pavement
20230607_448439-1_SR-710_93310
10/01/24 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, 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
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/materials/pavement/coringdata/d4/93/20230607_448439-1_sr-710_93310.pdf?sfvrsn=9193f5a8_3711-001-InternalReviewResponse
Internal Review Comments and Responses FDOT – Standard Plans 1 Index 711-001 Pavement Markings ORIGINATION Date: 9/17/24 Name: Shae Gibbs Phone: 414-4314 Email: shae.gibbs@dot.state.fl.us COMMENTARY Coordination between FHWA and the FDOT Traffic Operations Office resulted in changes, Of General Use ¡ ¡ Bike Lanes 6" White Buffered 2" Gap 13 4 711-001 PAVEMENT MARKINGS 11/01/24 Shoulder Gutter Or Median Shoulder Gutter Or Unpaved PLACEMENT OF LONGITUDINAL PAVEMENT
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/irr/2026/711-001-internalreviewresponse.pdf?sfvrsn=c119a911_1SPI-425-020series
Types A and B. Inlet Types 5 and 6 may require modification for use with concrete pavement, with the concrete paving. For use on a concrete pavement job, the designer should either modify the inlet top or pavement reinforcement, or provide a special detail. Inlet Type 8 is used only in Traffic
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2026/spi/spi-425-020series.pdf?sfvrsn=aec4c40d_12025FDM213ModRoundabout
. Provide roundabout designs that are simplistic and have pavement widths based on necessity. Use, be as flat as practical to allow the circulatory roadway pavement to slope to the outside. See FDM, the geometry or pavement markings tend to lead vehicles from the left-hand circulatory lane, transition pavement marking. The central island should be developed (shaped) using curb to enforce, available pavement. Fastest path movements are shown in Figure 213.6.1 and are as follows
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/fdm/2025/2025fdm213modroundabout.pdf?sfvrsn=4e4b4830_1E1X52-R0
Description Unit Quantity Section 0001 PAVEMENT STRIPING (LARGE MACHINE) (LM) 0706- 1- 3 RAISED PAVEMENT MARKER, TYPE B EA 45,000.000 0711- 11-102 THERMOPLASTIC, STANDARD, WHITE, SOLID, 8, - 1 THERMOPLASTIC, REMOVE EXISTING THERMOPLASTIC PAVEMENT MARKINGS- SURFACE TO REMAIN SF 1,000.000
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/d1/lettings/2024/dec05/e1x52-r0.pdf?sfvrsn=51823ba5_120240729_414511-3_SR 700_09110
0.18 0.16 0.12 0.08 Notes: STATE OF FLORIDA DEPARTMENT OF TRANSPORTATION PAVEMENT EVALUATION CORING, regarding the pavement composition, it is incumbent upon those raising the question to perform additional exploration as necessary. PAVEMENT LAYER (IN.) Highlands SR No.: Paved BASE 3.407 4.677, Drive East of Floral Drive Inside: Shoulder Type and Condition: Overall Pavement Condition (from, Notes: Pavement Condition G - Good F - Fair P - Poor STATE OF FLORIDA DEPARTMENT
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/materials/pavement/coringdata/d1/09/20240729_414511-3_sr-700_09110.pdf?sfvrsn=c7559fb1_1E3W68
Signing 0918-712-100 INTEGRATED MULTI-POLYMER PAVEMENT MARKINGS, WHITE, SOLID 6" GM 0.066 0918-712-110 INTEGRATED MULTI-POLYMER PAVEMENT MARKINGS, YELLOW, SOLID 6" GM 0.066 0918-712-120 INTEGRATED MULTI-POLYMER PAVEMENT MARKINGS, WHITE, 10-30 SKIP 6" GM 0.066 Page 7 Bid Solicitation Notice
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/d3/lettings/2025/feb13/e3w68.pdf?sfvrsn=d956ed_120250213_451734-1_SR 93_17075
1.8 2.9 UNK F APP_SLAB STATE OF FLORIDA DEPARTMENT OF TRANSPORTATION PAVEMENT EVALUATION CORING, Cores (ML/BR/CO) PAVEMENT LAYER (IN.) SARASOTA SR No.: Paved BASE 9.451 29.519 Lawn: X Curb, Inside: Shoulder Type and Condition: Overall Pavement Condition (from DMO field review): Fair Roadway, OF TRANSPORTATION PAVEMENT EVALUATION CORING AND CONDITION DATA County: F.A. Project No.: Fin. Proj. ID, Mainline, Bridge and Crossover Cores (ML/BR/CO) PAVEMENT LAYER (IN.) SARASOTA SR No.: Paved BASE
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/materials/pavement/coringdata/d1/17/20250213_451734-1_sr-93_17075.pdf?sfvrsn=3af9836a_120241125_425501-1_SR 43_10010
PAVEMENT EVALUATION CORING AND CONDITION DATA County: F.A. Project No.: Fin. Proj. ID: W.P.I., /CO) PAVEMENT LAYER (IN.) Hillsborough SR No.: Paved BASE 1.503 26.253 Lawn Y Curb & Gutter (Y, of Hampton Oaks Pkwy Inside: Shoulder Type and Condition: Overall Pavement Condition (from DMO field, OF FLORIDA DEPARTMENT OF TRANSPORTATION PAVEMENT EVALUATION CORING AND CONDITION DATA County: F.A., 10010000 - Mainline and Crossover Cores (ML/CO) PAVEMENT LAYER (IN.) Hillsborough SR No.: Paved BASE
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/materials/pavement/coringdata/d7/10/20241125_425501-1_sr-43_10010.pdf?sfvrsn=84cf0695_1E6P71-R0
FILL, MAINTENANCE CONTRACTS ONLYCY40.000 0327- 70- 1MILLING EXISTING ASPHALT PAVEMENT, 1" AVG DEPTHSY250.000 0327- 70- 5MILLING EXISTING ASPHALT PAVEMENT, 2" AVG DEPTHSY250.000 0327- 70- 6MILLING EXISTING ASPHALT PAVEMENT, 1 1/2" AVG DEPTHSY250.000 0337- 7- 82ASPHALT CONCRETE FRICTION COURSE
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/d6/lettings/2025/apr24/e6p71-r0.pdf?sfvrsn=6f8096e8_1SPM5360100 InternalCommentResponses
and basis of payment for removal of vegetation and other debris from the asphalt pavement, is limited to areas of the asphalt pavement associated with the guardrail and end treatments. Name, vegetation and debris buildup that has grown over the miscellaneous asphalt pavement where required
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2025-26/maintenance/comments-responses/spm5360100-internalcommentresponses.pdf?sfvrsn=5441f4c7_1SP1100200.review
Maintenance Office to provide a method of measurement and payment for removal of flexible pavement. Please, to the nearest one thousandths (0.001) acre. For areas of flexible pavement, the quantity to be paid for will be the number of square yards of flexible pavement removed. Measurements will be rounded up
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2018/january-2018/maintenance/review-package/sp1100200.review.pdf?sfvrsn=54154295_09900401-724-origind
Retroreflectivity: The white and yellow pavement markings shall attain an initial retroreflectance, . Black pavement markings shall have a retroreflectance of less than 20 mcd/m 2 /lxmcd/lx·m 2 . The retroreflectance of the white and yellow pavement markings at the end of the six-month period
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2024-25/review/internal/9900401-724-origind.pdf?sfvrsn=bb1e4e9c_13390700-722FHWA
Specifications Office Section: 339 Proposed Specification: 3390700 Miscellaneous Asphalt Pavement, Construction Engineer 3390700 All Jobs MISCELLANEOUS ASPHALT PAVEMENT (REV 12-21-21) ARTICLE 339-7, PAVEMENT (REV 12-21-21) ARTICLE 339-7 is deleted and the following substituted: 339-7 Method
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2022/july-2022/review/fhwa/3390700-722fhwa.pdf?sfvrsn=207c1506_23530303-722FHWA
Specifications Office Section: 353 Proposed Specification: 3530303 Concrete Pavement Slab Replacement, All Jobs CONCRETE PAVEMENT SLAB REPLACEMENT. (REV 10-12-21) SUBARTICLE 353-3.3 is deleted, a demonstration slab conforms to the Contract Documents. 3530303 All Jobs CONCRETE PAVEMENT SLAB REPLACEMENT
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2022/july-2022/review/fhwa/3530303-722fhwa.pdf?sfvrsn=4244b9df_23300502-722origind
the ability to achieve an acceptable pavement with respect to density, surface texture, and pavement smoothness without such devices. SUBARTICLE 330-9.5.1.1 is deleted and the following substituted, of the paving lane. As an option, for high and low straightedge deficiencies only, mill the pavement surface
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2022/july-2022/review/internal/3300502-722origind.pdf?sfvrsn=d5dbfd15_45200100-722origind
straightedging along the edge of the gutter adjacent to the pavement or along other lines, of gutter adjacent to the pavement to vary no more than 1/2 inch from the elevation determined, adjacent to the pavement every 100 ft prior to placement of adjacent asphalt courses and correct any
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2022/july-2022/review/internal/5200100-722origind.pdf?sfvrsn=3e19d2de_29310203-722Resp
9310203 All Jobs 9310203 Metal Accessory Materials for Concrete Pavement and Concrete Structures COMMENTS FROM INTERNAL/INDUSTRY REVIEW Karen Byram Work Phone: 850-414-4353 E-Mail: karen.byram@dot.state.fl.us Comments: (Industry 11-23-21) Section 931-3.1 does not contain the necessary, Jobs METAL ACCESSORY MATERIALS FOR CONCRETE PAVEMENT AND CONCRETE STRUCTURES. (REV 10-6-21, : 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/2022/july-2022/review/comments-responses/9310203-722resp.pdf?sfvrsn=7941d7ea_20020400-122origind
and interpret any pavement coring data provided by the Department. Please share this proposal with others, . The Department does not guarantee the details pertaining to borings and pavement cores, as shown, . The Bidder shall examine boring and pavement core data, where available, and make their own
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2022/january-2022/review/internal/0020400-122origind.pdf?sfvrsn=e035b6c2_21020200-122origind
Materials. Meet the following requirements: BituminousRaised Pavement Marker Adhesive .Section 970 Temporary Raised Pavement Markers ................Section 990 Paint, pavement (RAP) material, and having stability and drainage properties that will provide a firm
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2022/january-2022/review/internal/1020200-122origindda5f891823ef4aedb7d16a2165340fa1.pdf?sfvrsn=93b0c354_4