7241 search results for Pavement
9700000.impl
retroreflective pavement markers shall retain a minimum coefficient of luminous intensity for 18 months, Bituminous Adhesive for Pavement Markers. 970-4.1 General: Bituminous adhesive as recommended by the marker manufacturer shall be used for bonding the markers to the pavement. 970-4.2 Specific
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2016/july-2016/review/implemented/9700000.impl.pdf?sfvrsn=7165b1e2_09710000SS
and Reporting Guide Schedule. 971-1.7 Color: Materials for pavement markings shall meet the performance, of weathering for the production of a reflective surface, creating night visibility of the pavement, curing, these materials shall produce an adherent, reflective pavement marking capable of resisting, y : T h e white and yellow pavement markings shall attain an initial retroreflectance of not less than 300 mcd/lx·m 2 and 250 mcd/lx·m 2 . The retroreflectance of the white and yellow pavement
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2006/january-2006/workbook/9710000ss.pdf?sfvrsn=372070c8_09710000SS
and Reporting Guide Schedule. 971-1.7 Color: Materials for pavement markings shall meet the performance, of weathering for the production of a reflective surface, creating night visibility of the pavement, curing, these materials shall produce an adherent, reflective pavement marking capable of resisting, y : T h e white and yellow pavement markings shall attain an initial retroreflectance of not less than 300 mcd/lx·m 2 and 250 mcd/lx·m 2 . The retroreflectance of the white and yellow pavement
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2006/january-2006/workbook/9710000ss417312f3c76e41e7b042e9ce33967fa3.pdf?sfvrsn=8d6bd458_09700000.FHWA2
MATERIALS FOR RAISED RETROREFLECTIVE PAVEMENT MARKERS AND BITUMINOUS ADHESIVE. (REV, Raised RetrorReflective Pavement Markers (RPM). Allraisedpavement markers shall be one, raised pavement markers in accordance with FM 5-566. 970-1.1 Composition: The marker shall consist, . 970-12.31.3 5 In-service Service Minimum Retroreflective Intensity: The Class B retroreflective pavement, for Pavement Markers. 970-24.1 General: Bituminous adhesive as recommended by the marker manufacturer shall
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2016/january-2016/review/fhwa/9700000.fhwa2.pdf?sfvrsn=dbecdf80_09310306.origind
ORIGINATION FORM Date: 5/6/2014 Originator: Paul Vinik Contact Information: 352-955-6686, paul.vinik@dot.state.fl.us Specification Title: Specification Title: Section 931 Metal Accessory Materials for Concrete Pavement and Concrete Structures Specification Section, Article, or Subarticle, Materials For Concrete Pavement And Concrete Structures. In accordance with Specification Development, is encouraged. DS/dt Attachment 9310306 All Jobs METAL ACCESSORY MATERIALS FOR CONCRETE PAVEMENT
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2015/january-2015/review/internal/9310306.origind.pdf?sfvrsn=c73b0bcd_09310306.FHWA2
0 3 0 6 M e t a l A c c e s s o r y M a t e r i a l s f o r C o ncrete Pavement and Concrete, ' Assoc. StateConstructionEngineer 9310306 All Jobs METAL ACCESSORY MATERIALS FOR CONCRETE PAVEMENT, PAVEMENT AND CONCRETE STRUCTURES. (REV 9-19-13) SUBARTICLE 931-3.6 is deleted and the following
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2014/july-2014/review/fhwa/9310306.fhwa2.pdf?sfvrsn=ff83d841_0E55F1Addenda002
District and Villages Special Events. 46 VI.P Signing and Pavement Marking Plans Removed, as-built plans for the Turnpike Interchange Attachment G Pavement Design Provided updated pavement design
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/d5/design-build/e55f1/e55f1addenda002.pdf?sfvrsn=5c26a5bd_1456058-1 SR60_Meeting Announcement_042425
ANNOUNCEMENT OF MARKETING MEETINGS Proposed Low Bid Design-Build Contract SR 60 FROM MP 6.29 TO MP 19.38 Hillsborough County, Florida FPN: 456058-1-52-01 Contract No.: E7R77 PROJECT DESCRIPTION: FC-5 Replacement Milling and Resurfacing Pavement Only Low Bid Design-Build in Hillsborough, and pavement markings that will be impacted by the milling and resurfacing. Other improvements, - PROFESSIONAL SERVICE WORK TYPE REQUIREMENTS: o 3.1 - Minor Highway Design o 7.1 - Signing, Pavement
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/procuement_marketingd7/456058-1-sr60_meeting-announcement_042425.pdf?sfvrsn=f07a460a_120250417_451105-1_SR 776_01060
Sarasota County Line Inside: Shoulder Type and Condition: Overall Pavement Condition (from DMO, Mainline Cores (ML) PAVEMENT LAYER (IN.) Charlotte SR No.: Paved STATE OF FLORIDA DEPARTMENT OF TRANSPORTATION PAVEMENT EVALUATION CORING AND CONDITION DATA County: F.A. Project No.: Fin, 01060000 Sarasota County Line Inside: Shoulder Type and Condition: Overall Pavement Condition (from, locations. For pavement design, assume 12 inches of thickness for stabilization. CRACK Shoulder and Turn
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/materials/pavement/coringdata/d1/01/20250417_451105-1_sr-776_01060.pdf?sfvrsn=e001e38d_120250418_451106-1_SR 710_91060
COEF. 0.25 0.25 0.25 0.25 0.25 0.00 0.25 UNKW 0.18 0.16 UNKW 0.08 Notes: Pavement Condition G - Good F - Fair P - Poor STATE OF FLORIDA DEPARTMENT OF TRANSPORTATION PAVEMENT EVALUATION CORING, % of the coring locations. For pavement design, assume 12 inches of thickness for stabilization. 451106-1, the pavement composition, it is incumbent upon those raising the question to perform additional exploration as necessary. PAVEMENT LAYER (IN.) Okeechobee SR No.: Paved BASE 1.132 1.132 5. A blank
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/materials/pavement/coringdata/d1/91/20250418_451106-1_sr-710_91060.pdf?sfvrsn=fae801c0_1Countermeasures
Barriers Roadside Design Improvements at Curves SafetyEdge℠ Wider Edge Lines Lighting Pavement, Lanes Roadway Configuration Walkways Pavement Friction Management Intersection Backplates, Countermeasures at Stop-Controlled Intersections Yellow Change Intervals Lighting Pavement Friction
https://www.fdot.gov/Safety/safetyengineering/countermeasures20240701_447086-1_SR 44_79170
of Pavement The SAHM Base Material Often Broke Apart During Core Extraction Crack Extent: L= Light; M= Moderate; S= Severe Pavement Condition: G= Good; F= Fair; P= Poor Measured in Core Hole, Department of Transportation PAVEMENT EVALUATION AND CONDITION DATA SHEET SR 44 (Connector) 0.000 0.142 Core No. MP Distance from left edge of lane (ft) Lane Wheel Path Pavement Layer (in.) Base, of Transportation PAVEMENT EVALUATION AND CONDITION DATA SHEET 447086-1 Elipsis Engineering
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/materials/pavement/coringdata/d5/79/20240701_447086-1_sr-44_79170.pdf?sfvrsn=ff39bed0_1E4X83
(removal, curb, sidewalk), asphalt (milling, resurfacing), drainage, pavement markings (RPM, painted, (44844615201) LS 1.000 0102- 2-200 SPECIAL DETOUR- TEMPORARY PAVEMENT (44844615201) LS 1.000 0102, RAISED/RETROREFLECTIVE PAVEMENT MARKER, TYPE D EA 572.000 0102- 99- PORTABLE CHANGEABLE MESSAGE SIGN, 0327- 70- 5 MILLING EXISTING ASPHALT PAVEMENT, 2" AVG DEPTH SY 17,677.000 0327- 70- 6 MILLING EXISTING ASPHALT PAVEMENT, 1 1/2" AVG DEPTH SY 50,423.000 0334- 1- 13 SUPERPAVE ASPHALTIC CONC, TRAFFIC C
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/d4/lettings/2025/jul11/e4x83.pdf?sfvrsn=42cc6644_120250603_453333-2_SR-710_89070
06/30/25 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, 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 ------ LNGTH BASE SUB
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/materials/pavement/coringdata/d4/89/20250603_453333-2_sr-710_89070.pdf?sfvrsn=6b9ca3e6_120240317_449163-1_SR-9_94001
06/30/25 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, 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 ------ LNGTH BASE
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/materials/pavement/coringdata/d4/94/20240317_449163-1_sr-9_94001.pdf?sfvrsn=c05224db_220240425_450640-1_SR 436_75120
. No: 75120-000 // 75120-001 Sheeler Ave // US 441 State of Florida Department of Transportation PAVEMENT, Wheel Path Pavement Layer (in.) Base Crack Pavt Cond. Rut Depth (in) Cross Slope (%) Comments Crack Extent: L= Light; M= Moderate; S= Severe Pavement Condition: G= Good; F= Fair; P= Poor, " indicates full depth crack to the base. EOP = Edge of Pavement Project No.: Cored By: Date: Page, // 75120-001 Sheeler Ave // US 441 State of Florida Department of Transportation PAVEMENT EVALUATION
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/materials/pavement/coringdata/d5/75/20240425_450640-1_sr-436_75120.pdf?sfvrsn=f87ca6e2_120240417_450991-1_SR 15-600 (US 17-92)_79040
S P Crack Extent: L= Light; M= Moderate; S= Severe Pavement Condition: G= Good; F= Fair; P= Poor, " indicates full depth crack to the base. EOP = Edge of Pavement SR 15/600 (US 17/92) 5.304 8.578 Core No. MP Distance from left edge of lane (ft) Lane Wheel Path Pavement Layer (in.) Base Crack, . of Saxon Blvd State of Florida Department of Transportation PAVEMENT EVALUATION AND CONDITION DATA, Crack Extent: L= Light; M= Moderate; S= Severe Pavement Condition: G= Good; F= Fair; P= Poor Crack
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/materials/pavement/coringdata/d5/79/20240417_450991-1_sr-15-600-(us-17-92)_79040.pdf?sfvrsn=f25bd2f3_1Exhibits 230-1a-3-4-5 Redlines
. NOT TO SCALE 01/01/2023 EXHIBIT 230-1a TYPICAL LAYOUT FOR STANDARD SIGNING AND PAVEMENT MARKING, AND PAVEMENT MARKING AT 4-LEG UNSIGNALIZED INTERSECTIONS ALONG DIVIDED ARTERIALS/COLLECTORS TYPICAL LAYOUT FOR WRONG-WAY SIGNING AND PAVEMENT MARKING AT 3-LEG W R O N G W A Y R5-1a* W R O
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/fdm/2026/review/exhibits-230-1a-3-4-5-redlines.pdf?sfvrsn=9a00d979_4SP9710801-i16470
PAVEMENT MARKING MATERIALS. (REV 3-8-19) (1-21) SUBARTICLE 971-8.1 is deleted and the following substituted: 971-8.1 General: Two reactive component materials intended for use under this Specification shall include, but not be limited to, MMA (methyl methacrylate), epoxies, polyesters, Retroreflectivity: The white and yellow pavement markings shall attain an initial retroreflectance, . The retroreflectance of the white and yellow pavement markings at the end of the three year period shall not be less
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2021/january-2021/maintenance/finalized/sp9710801-i16470.pdf?sfvrsn=98fa2eea_3SP9710801
PAVEMENT MARKING MATERIALS. (REV 3-8-19) (7-19) SUBARTICLE 971-8.1 is deleted and the following substituted: 971-8.1 General: Two reactive component materials intended for use under this Specification shall include, but not be limited to, MMA (methyl methacrylate), epoxies, polyesters, Retroreflectivity: The white and yellow pavement markings shall attain an initial retroreflectance of not less than, of the white and yellow pavement markings at the end of the three year period shall not be less than 150 mcd
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2019/july-2019/maintenance/finalized/sp9710801b92e652d3eec48538a4073a5e1a41e47.pdf?sfvrsn=9a74f603_3