7440 search results for Pavement
20240718_447547-1_SR-882_93016
08/06/24 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, : NO CURBED: YES 08/06/24 FLORIDA DEPARTMENT OF TRANSPORTATION PCRPJ03 PAVEMENT CORING REPORTING PCRO203 PAVEMENT EVALUATION CORING AND CONDITION DATA CORE MILE W CORE ----- CRACK ------ PMT RUT
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/materials/pavement/coringdata/d4/93/20240718_447547-1_sr-882_93016.pdf?sfvrsn=5a7a4646_2Exhibit 220-4
Intersections SIGNIFICANT SKEW TO THE ROADWAY Example of exclusion of downstream RDE pavement markings, Traveled Way Edge of 24" White Edge of Pavement 24" White Dimensions not shown for clarity, see Exhibit 220-1. Construction Line (For Reference) RDE Pavement Marking 6" White 6" White 6
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/fdm/2025/review/exhibit-220-4.pdf?sfvrsn=e8209d32_1Exhibit 220-4
Intersections SIGNIFICANT SKEW TO THE ROADWAY Example of exclusion of downstream RDE pavement markings, Traveled Way Edge of 24" White Edge of Pavement 24" White Dimensions not shown for clarity, see Exhibit 220-1. Construction Line (For Reference) RDE Pavement Marking 6" White 6" White 6
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/fdm/2025/exhibit-220-4.pdf?sfvrsn=8d6f6d68_120240618_448443-1_SR-60_88060
10/15/24 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, : CURB & GUTTER: NO CURBED: YES 10/15/24 FLORIDA DEPARTMENT OF TRANSPORTATION PCRPJ03 PAVEMENT CORING REPORTING PCRO203 PAVEMENT EVALUATION CORING AND CONDITION DATA CORE MILE W CORE ----- CRACK
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/materials/pavement/coringdata/d4/88/20240618_448443-1_sr-60_88060.pdf?sfvrsn=736ad84_220240608_447616-1_I275-OnRamp_10000
COEF. 0.25 0.25 0.25 0.20 0.18 0.08 Notes: Pavement Condition G - Good F - Fair P - Poor STATE OF FLORIDA DEPARTMENT OF TRANSPORTATION PAVEMENT EVALUATION CORING AND CONDITION DATA County, thickness was checked on 10% of the coring locations. For pavement design, assume 12 inches, 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.) Hillsborough SR
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/materials/pavement/coringdata/d7/10/20240608_447616-1_i275-onramp_10000.pdf?sfvrsn=7f406932_220241209_454101-1_SR-5_90010
12/10/24 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, : NO CURBED: NO 12/10/24 FLORIDA DEPARTMENT OF TRANSPORTATION PCRPJ03 PAVEMENT CORING REPORTING PCRO203 PAVEMENT EVALUATION CORING AND CONDITION DATA CORE MILE W CORE ----- CRACK ------ PMT RUT CROSS
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/materials/pavement/coringdata/d6/90/20241209_454101-1_sr-5_90010.pdf?sfvrsn=af34f198_120231103_450952-1_SR 40_36080
" 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 Types: A= Alligator; Bl= Block; Br= Branch, left edge of lane (ft) Lane Wheel Path Pavement Layer (in.) Base Marion County Highway Sect, of Transportation PAVEMENT EVALUATION AND CONDITION DATA SHEET 450952-1 Ardaman & Associates Project, to the base. EOP = Edge of Pavement Crack Extent: L= Light; M= Moderate; S= Severe Pavement Condition: G
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/materials/pavement/coringdata/d5/36/20231103_450952-1_sr-40_36080.pdf?sfvrsn=594327af_1E1X82
ALT Item Description Unit Quantity Section 0001 PAVEMENT SYMBOLS (SF) 0711- 11-125 THERMOPLASTIC, , 12" WHITE WITH 4" OUTSIDE BLACK CONTRAST ON CONCRETE PAVEMENT, RAILROAD DYNAMIC ENVELOPE LF 4,789.000 0711- 17- 1 THERMOPLASTIC, REMOVE EXISTING THERMOPLASTIC PAVEMENT MARKINGS- SURFACE
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/d1/lettings/2025/mar20/e1x82.pdf?sfvrsn=32816db7_1E1X81
Proposal: E1X81 ALT Item Description Unit Quantity Section 0001 PAVEMENT SYMBOLS (SF) 0711- 11-125, THERMOPLASTIC, PREFORMED, 12" WHITE WITH 4" OUTSIDE BLACK CONTRAST ON CONCRETE PAVEMENT, RAILROAD DYNAMIC ENVELOPE LF 12,847.000 0711- 17- 1 THERMOPLASTIC, REMOVE EXISTING THERMOPLASTIC PAVEMENT MARKINGS
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/d1/lettings/2025/mar20/e1x81.pdf?sfvrsn=6bd35bbb_120241112_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_0