7241 search results for Pavement
20241112_446204-1_SR 35_16030
: Pavement Condition G - Good F - Fair P - Poor STATE OF FLORIDA DEPARTMENT OF TRANSPORTATION PAVEMENT, % of the coring locations. For pavement design, assume 12 inches of thickness for stabilization, at the locations cored at the time of the investigation. Should questions arise regarding the pavement, as necessary. PAVEMENT LAYER (IN.) Polk SR No.: Paved BASE 5. A blank cell indicates measurement, Inside: Shoulder Type and Condition: Overall Pavement Condition (from DMO field review): 446204-1
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/materials/pavement/coringdata/d1/16/20241112_446204-1_sr-35_16030.pdf?sfvrsn=e0e40e78_1E56F7
, pavement markings, and traffic monitoring site on State Road 15/500 from East of Harmony Square Drive, 781.940 0327- 70- 5 MILLING EXISTING ASPHALT PAVEMENT, 2" AVG DEPTH SY 9,030.000 0327- 70- 6 MILLING EXISTING ASPHALT PAVEMENT, 1 1/2" AVG DEPTH SY 2,328.000 0327- 70- 11 MILLING EXISTING ASPHALT PAVEMENT, 2 1/4" AVG DEPTH SY 217,207.000 0334- 1- 12 SUPERPAVE ASPHALTIC CONC, TRAFFIC B TN 993.300, , 2 LOOPS EA 4.000 0706- 1- 3 RAISED PAVEMENT MARKER, TYPE B EA 1,996.000 0710- 11-101 PAINTED
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/d5/lettings/2025/apr01/e56f7.pdf?sfvrsn=59452d7e_1Transportation-Performance-Measurement
Assessment (February 2019) •PM2 Pavement Metric Data Dictionary •Transportation Asset Management, Address Bridge, Pavement and System Performance Targets • May 20, 2019: Any LRTP Amendments address Underlying Planning Processes and Performance Planning requirements for Safety, Bridge, Pavement
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/mpoac_website/meetings/2019/transportation-performance-measurement.pdf?sfvrsn=c7813162_120241127_446947-4_SR-826_87260
03/17/25 FLORIDA DEPARTMENT OF TRANSPORTATION PCRPJ03 PAVEMENT CORING REPORTING PCRO003 PAVEMENT EVALUATION CORING AND CONDITION DATA INPUT DATA REPORT MANDIST FINPROJ TYPSECT MESSAGE 06, PAVEMENT CORING REPORTING PCRO103 PAVEMENT EVALUATION CORING AND CONDITION DATA FIN PROJ, & GUTTER: NO CURBED: NO 03/17/25 FLORIDA DEPARTMENT OF TRANSPORTATION PCRPJ03 PAVEMENT CORING REPORTING PCRO203 PAVEMENT EVALUATION CORING AND CONDITION DATA CORE MILE W CORE ----- CRACK ------ PMT
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/materials/pavement/coringdata/d6/87/20241127_446947-4_sr-826_87260.pdf?sfvrsn=2ca8f9db_220250321_455365-1_SR-9_94001
03/25/25 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, DEPARTMENT OF TRANSPORTATION PCRPJ03 PAVEMENT CORING REPORTING PCRO203 PAVEMENT EVALUATION CORING, ------- PAVEMENT LAYER ------ LNGTH BASE SUB DEPTH TYP CLSS EXT CND DPTH SLOPE COMMENTS
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/materials/pavement/coringdata/d4/94/20250321_455365-1_sr-9_94001.pdf?sfvrsn=7eac411b_19900401-724IMPL
Retroreflectivity: The white and yellow pavement markings shall attain an initial retroreflectance of not less than 300 mcd/m 2 /lx and 250 mcd/m 2 /lx, respectively. Black pavement markings shall, and yellow pavement markings at the end of the six-month period shall not be less than 150 mcd/m 2 /lx
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2024-25/review/implemented/9900401-724impl.pdf?sfvrsn=f81a37cc_15460100-723impl
rumble strips that have well-defined edges and smooth interiors without tearing the finished pavement, by the grinding process in recycled asphalt (RAP). Restore any pavement to the satisfaction of the Engineer, of the grinding pattern. Measure depth from top of pavement grade to top of ground-in surface
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2023-24/review/implemented/5460100-723impl.pdf?sfvrsn=e3af411a_23500200-722comm
3500200 Cement Concrete Pavement COMMENTS FROM INTERNAL/INDUSTRY REVIEW Melissa Hollis Melissa.Hollis@dot.state.fl.us 850-414-4182 Comments: (Industry 11-16-21) Should we add the APL requirement with our normal asterisks and note? 350-2 Materials. Meet the following requirements except, 346 Grinding Concrete Pavement............................. Section 352 Curing Materials, for concrete pavement mixes will not apply." This does not address plastic properties testing, and since we
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2022/july-2022/review/comments-responses/3500200-722comm.pdf?sfvrsn=10634679_27090500.FHWA
Pavement Markings. Dear Mr. Nguyen: We are submitting, for your approval, two copies of the above, COMPONENTS PAVEMENT MARKINGS (REV 5-174-18) ARTICLE 709-5 is deleted and the following substituted, of a certification. 7090500 All Jobs TWO REACTIVE COMPONENTS PAVEMENT MARKINGS (REV 5-17-18
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2019/january-2019/review/fhwa/7090500.fhwa.pdf?sfvrsn=adc942e6_0SP3500200.comm
SP3500200 CEMENT CONCRETE PAVEMENT (COLORED CONCRETE) COMMENTS FROM INTERNAL/INDUSTRY REVIEW Duane Brautigam dbrautigam@gmail.com Comments: (4-5-18) Is red the only color ever used for colored concrete pavement? If not, why make this change? Response: ****************************************************************************** Mikhail Dubrovsky 305-640-7448, chris.sousa@atlantic-civil.com Comments: (4-5-18) We constructed Cement Concrete Pavement with red color
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2019/january-2019/review/comments-responses/sp3500200.comm.pdf?sfvrsn=dcacae87_04250607.comm
the difference? Maybe: When adjusting structures in flexible pavement, restore final road surface, ) The requirement of adjusting structures prior to placement of final pavement surface was added, : (11-29-17) In addition to adjusting manholes, inlets, boxes to be flush with proposed pavement, could
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2018/july-2018/review/comments-responses/4250607.comm.pdf?sfvrsn=aa967be3_03270301.resp
3270301 MILLING OF EXISTING ASPHALT PAVEMENT COMMENTS FROM INTERNAL/INDUSTRY REVIEW Tim Noles (305) 794-3728 tnoles@hardesty-hanover.com Comments: (2-28-17, Industry) Before opening an area which has been milled to (accept temporary) traffic, sweep the pavement and gutters with a power broom or other approved equipment to remove, to the greatest extent practicable, fine material which, that the pavement and gutters shall be swept to remove milled material. I don’t think we want to dictate means
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2018/january-2018/review/comments-responses/3270301.resp.pdf?sfvrsn=476b970_03520700.FHWA
Pavement. Dear Mr. Nguyen: We are submitting, for your approval, two copies of the above referenced, Jobs GRINDING CONCRETE PAVEMENT. (REV 6-22-16) ARTICLE 352-7 is deleted and the following, CONCRETE PAVEMENT. (REV 6-22-16) ARTICLE 352-7 is deleted and the following substituted: 352-7 Method
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2017/july-2017/review/fhwa/3520700.fhwa.pdf?sfvrsn=a122ba67_05221000.resp
of concrete sidewalk, curb and gutter, ditch pavement, etc.. are some of the most overrun items we use, to leave removal under the cost of the new items. Response: Sidewalk, curb elements, ditch pavement, and rigid concrete pavement will be measured (SY) and paid based on plan area/projected horizontal
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2017/july-2017/review/comments-responses/5221000.resp.pdf?sfvrsn=e9f94a0c_09900500.origind
: 990-5 Temporary Retroreflective Pavement Markers. Temporary retroreflective pavement markers (RPM’s, of this Section. 990-5.1 Class A Temporary Retroreflective Pavement Markers: Class A markers must meet, be completely visible and above the pavement surface after installation, measured from a line even with the pavement perpendicular to the face of the marker. 990-5.1.3 Optical Performance: Ensure, to the pavement that meet the requirements of Section 970 and are listed on the APL. 990-5.1.6
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2016/july-2016/review/internal/9900500.origind.pdf?sfvrsn=90d4c5d7_09900500.origind
substituted: 990-5 Temporary Retroreflective Pavement Markers. Temporary retroreflective pavement, Retroreflective Pavement Markers: Class A markers must be certified as meetingmeet the following, retroreflective face shall be completely visible and above the pavement surface after installation, measured from a line even with the pavement perpendicular to the face of the marker. (c) 990-5.1.3 Optical, bituminous adhesive materials for bonding the markers to the pavement that meet the requirements of Section
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2016/january-2016/review/internal/9900500.origind.pdf?sfvrsn=8322b789_09310306.FHWA
Accessory Materials For Concrete Pavement And Concrete Structures. Dear Mr. Nguyen: We, PAVEMENT AND CONCRETE STRUCTURES. (REV 5-6-14) SUBARTICLE 931-3.6 is deleted and the following, recommendations. 9310306 All Jobs METAL ACCESSORY MATERIALS FOR CONCRETE PAVEMENT AND CONCRETE STRUCTURES
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2015/january-2015/review/fhwa/9310306.fhwa.pdf?sfvrsn=a0708490_0SP7090000
). 709-3 Equipment. UseequipmentcapableofapplyingtheTwoReactiveComponent material to the pavement. Use, and consistent manner. 709-4 Application. 709-4.1 General: Remove existing pavement markings, such that scars, . Offsetlongitudinallinesatleast2inchesfrom construction joints of portland cement concrete pavement, and rising. Do not apply pavement markings when winds are sufficient to cause spray dust, product to the pavement in accordance with the manufacturer’s instructions or as directed
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2010/january-2010/workbook/sp7090000.pdf?sfvrsn=cb4a609_0SS3500100
350 CEMENT CONCRETE PAVEMENT. (REV 6-8-10) (FA 7-12-10) (1-11) ARTICLE 350-1 (Pages 343 – 344, pavement in one course, on a prepared subgrade. Use either the fixed-form or the slip-form method of construction. When reinforced cement concrete pavement is specified or required, use concrete, of concrete placement operations including, but not limited to, width of pavement to be placed, and maintenance of barriers required to protect the pavement from traffic, for a minimum of 14 days after
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2011/january-2011/workbook/ss3500100.pdf?sfvrsn=52abe133_0SS4430203
French Drains Under Pavement: Fill the area above the coarse aggregate with select fill material meeting, not Under Pavement: Fill and compact the area above the coarse aggregate according to the requirements, sheeting or shoring, if required, the disposal of surplus material, pavement restoration, backfilling
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2011/january-2011/workbook/ss4430203.pdf?sfvrsn=a30dfa64_0