4650 search results for pavement design
9480000.impl
Pressure Pipe: Pressure pipe for direct burial under pavement shall conform to the requirements of ASTM, or AASHTO M196. Additional perforations will be required as indicated in the Design Standards, Index No. 286 for pipes designated under ASTM F758 and ASTM D3034. PVC pipe intended for direct burial, (50-year design service life) corrugated HDPE pipe used for side drain, storm and cross drain or french, the requirements of Section 105. 948-2.3.2 Additional Requirements for Class II (100-Year Design
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2018/january-2018/review/implemented/9480000.impl.pdf?sfvrsn=6ca0d45f_09480000.impl
for direct burial under pavement shall conform to the requirements of ASTM D1785, for Type I, Grade I, perforations will be required as indicated in the Design Standards, Index No. 286 for pipes designated under ASTM F758 and ASTM D3034. PVC pipe intended for direct burial in asphalt shall meet, as indicated in the Design Standards. Allpipeproducedandshippedtothejobsiteshallmeet the requirements, in the Design Standards. Allpipeproducedandshippedtothe job site shall meet the requirements
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2014/july-2014/review/implemented/9480000.impl.pdf?sfvrsn=78d916c2_0E8V43BidTabs
$411,000.00 100.00% Responsive Winning bid 2 ALEXANDER DESIGN + BUILD, LLC $525,900.00 127.96, BEACH, TURNPIKE E8V43-R0 Project(s): Contract: Contract Time: Vendor Ranking PAVEMENT EDGE SILT, : 44888617202 (*) Fed Aid No: PAVEMENT EDGE SILT REMOVAL - ZONE1 N/A Contract Descr: Unit Price, Amount (1) MIDWESTERN CONSTRUCTION, INC (2) ALEXANDER DESIGN + BUILD, LLC (3) CONTRACT SERVICE, SECTION: 0005 0339 1 MISCELLANEOUS ASPHALT PAVEMENT 20.000 TN 2,000.00000 40,000.00 320.00000
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/tp/bid-tabs/2024/jul09/e8v43bidtabs.pdf?sfvrsn=fc59f59b_1E1Y13BidTabs
Percent Of Low Bid Total Bid Rank Vendor Bid Type Bid Status 1 AMERICAN DESIGN ENGINEERING, Project(s): Contract: Contract Time: Vendor Ranking Traffic Operations Signing and Pavement, singing and pavement markings installation and maintenance, 365 CALENDAR DAYS Project(s): CHARLOTTE, , POLK, SARASOTA Counties: 43629715210 (*) Fed Aid No: Traffic Operations Signing and Pavement, Unit Price Item Description Alternate Ext Amount Ext Amount (1) AMERICAN DESIGN ENGINEERING
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/d1/bidtabs/2025/oct16/e1y13bidtabs.pdf?sfvrsn=208c54a8_1AppendixB
January 1, 2024 Drainage Design Guide Appendix B: Hydrology Design Aids Appendix B: Hydrology Design Aids APPENDIX B. HYDROLOGY DESIGN AIDS January 1, 2024 Drainage Design Guide Appendix B: Hydrology Design Aids Appendix B: Hydrology Design Aids B-i TABLE OF CONTENTS Tables Table B-1, Table B-2: Manning’s n Values for Street and Pavement Gutters ................................B-5, B-5: Design Storm Frequency Factors for Pervious Area Runoff Coefficients ...B-8 Table B-6
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/drainage/files/drainagedesignguide/appendixb.pdf?sfvrsn=a095e6b2_544787815201-ESTIMATES-QUANTITIES
Element ID Design Notes Construction Remarks 0524 1 1 Concrete Ditch Pavement, Non Reinforced, 3, . Match the pay item numbers and quantities in Designer Interface for AASHTOWare Project, Design Notes Construction Remarks 0101 1 MOBILIZATION LS 1 1 ... ... ... 11/10/2025 9:12:26 AM Page, (Days) P F P F Units P F Const. Phase Design Notes Construction Remarks 0102 1 MAINTENANCE, 0706 1 3 RAISED PAVEMENT MARKER, TYPE B EA 1295 1295 0710 11101 PAINTED PAVEMENT MARKINGS, STANDARD
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/procuement_marketingd1/documents/fy-25-26/ad--26111/44787815201-estimates-quantities06a0e214-0d36-4699-8b5e-14214bf3ead1.pdf?sfvrsn=f2a479bb_12024June-Fri10-DistrictCaseStudies-Resilience
(PSEE) Re silience Tracker Module (Design) • https://projectsuite.dot.state.fl.us/Pages/Home, • FY21 - A1A Corridor Study • FY21- Pilot Project Programming • FY22 – Design • FY25, low side streets • Raise/reconstruct SR-A1A Accommodating Future Expansion with Today’s Design, • Pump Station Installation at 4 High Priority Drainage Basins • Funding Partnerships f or Design and Construction of the P ump S tations w ith Broward County and the City of Hollywood Design Process
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/training/transportationsymposium/2024-june/2024june-fri10-districtcasestudies-resilience.pdf?sfvrsn=ef7151ee_1Constructability Phase Checklist
Updated: 02/18/2020 □ Pavement Design Package Rigid and Flexible Pavement Design Manuals, Plans (100%) ON –SHS : Comply with the following: FDOT Design Manual & FDOT Standard Plans, facilities projects: Use FDOT District 4 Transit Facilities Design Guidelines. ALL projects : See LAP Manual, Chapter 19.4 for other Design Criteria and Manuals. See FDM, Chapter 301 for plans submittal requirements. o Include FM # on Key Sheet and year of design standards used. o Add the following
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/designsupport/districts/d4lap/projectmanagementanddistrictresources/design/archive/constructability-phase-checklist.pdf?sfvrsn=e4dd307d_23340104.origind
: Telephone: email: Will the proposed revision involve Design Standard Index changes? Yes No Roadway Design staff contact ed ( name ) : Will the proposed revision involve PPM changes? Yes No Roadway Design staff contact ed ( name ) : Will the proposed revision involve CPAM changes? Yes, of the following: Design Bulletin Construction Bulletin Estimates Bulletin Are all references, ( l e s s t han or equal to 5 feet wide), the layer thickness for the upper pavement layer
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2016/january-2016/review/internal/3340104.origind.pdf?sfvrsn=9fd3ec1_04550000DB.origind
/Subarticles: Telephone: email: Will the proposed revision involve Design Standard Index changes? Yes No Roadway Design staff contacted (name): Structures Design staff contacted (name): Will the proposed revision involve PPM changes? Yes No Roadway Design staff contacted (name, ): Will this revision necessitate any of the following: Design Bulletin Construction Bulletin Estimates Bulletin, input is encouraged. DH/dt Attachment 4550000DB Design Build Jobs STRUCTURES FOUNDATIONS
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2018/july-2018/review/internal/4550000db.origind.pdf?sfvrsn=9537af1a_04550000DB.origind
/Subarticles: Telephone: email: Will the proposed revision involve Design Standard Index changes? Yes No Roadway Design staff contacted (name): Structures Design staff contacted (name): Will the proposed revision involve PPM changes? Yes No Roadway Design staff contacted (name, ): Will this revision necessitate any of the following: Design Bulletin Construction Bulletin Estimates Bulletin, Specifications Engineer SUBJECT: Proposed Specification: SP4550300DB Structures Foundations (Design
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2018/january-2018/review/internal/4550000db.origind.pdf?sfvrsn=38c24abf_0Final-MPOAC-Staff-Minutes-10_28_21
, or within 4 years of new urban area boundary designation • If identified, new MPOs designated by Governor, . • October - FHWA determined that Florida was in compliance with the Interstate System pavement, (with boundaries) in Spring/Summer 2022. • Transportation Management Area (TMA) designation, will be designated. • FUTURE MEETING LOCATION AND HYBRID MEETING OPTIONS The MPOAC will meet four, for smart region zones to allow multiple counties to come together to be designated and fund a pilot
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/mpoac_website/meetings/2021/final-mpoac-staff-minutes-10_28_21.pdf?sfvrsn=a2a63968_1FMTP2024_VisualPlan
is designed to assist the state in meeting its overarching transportation goals as outlined, a Florida Freight Advisory Committee (FLFAC) and went through the process of designating, % of the top 150 non-recurring bottlenecks 2021 Highway Pavement Conditions NHS Interstate: 73.4% of pavement is in Good condition; 26.4% is in Fair condition; 0.3% is in Poor condition; NHS Non-Interstate: 48.8% of pavement is in Good condition; 50.6% is in Fair condition; 0.6% is in Poor
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/rail/plans/fmtp/fmtp24/fmtp2024_visualplan.pdf?sfvrsn=c778dd80_244787815201-ESTIMATES-QUANTITIES
. Phase Design Notes Construction Remarks 0710 11170 PAINTED PAVEMENT MARKINGS, STANDARD, . Match the pay item numbers and quantities in Designer Interface for AASHTOWare Project, Design Notes Construction Remarks 0101 1 MOBILIZATION LS 1 1 ... ... ... 6/19/2025 2:14:11 PM Page 2, (Days) P F P F Units P F Const. Phase Design Notes Construction Remarks 0102 1 MAINTENANCE, DETOUR MLK BLVD. / SHADY OAKS AVE CLOSURES 0706 1 3 RAISED PAVEMENT MARKER, TYPE B EA 1213 1213
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/procuement_marketingd1/documents/fy-25-26/ad--26111/44787815201-estimates-quantities.pdf?sfvrsn=8af24720_19320000-723impl
932 NONMETALLIC ACCESSORY MATERIALS FOR CONCRETE PAVEMENT AND CONCRETE STRUCTURES. (REV, Materials. 932-1.1 Preformed Joint Filler for Pavement and Structures: Preformed joint filler shall, of Section 6. 932-1.2 Joint Sealer for Pavement and Structures: 932-1.2.1 General: This Specification covers joint sealer intended for use in sealing joints in asphaltic concrete pavement and portland cement concrete pavement. These materials may also be used to seal joints in portland cement
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2023-24/review/implemented/9320000-723impl.pdf?sfvrsn=1c964522_21200101int
Contacted Yes/No Other Standard Plans No Florida Design Manual No Structures Manual No Basis, bottom of the existing pavement; 3.The bottom of existing features removed by clearing and grubbing, or rigid pavement. SUBARTICLE 120-2.1 has the following Administrative change: 120-2, the substitute areas as designated borrow areas. When furnishing the dredging or borrow areas, supply, reclaimed asphalt pavement (RAP), recycled concrete aggregate (RCA) and Portland cement concrete
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/review/fy2025-26/internal/1200101int.pdf?sfvrsn=6ce4288d_12025 EQ Report Examples
Design Manual BOE Estimated Quantities Report Examples 11/1/2024 2 | (Back to top) Report Formatting, of Geotechnical Items 16 Summary of Driveway Base 17 Summary of Pavement 18 Summary of Miscellaneous Asphalt, of Ditch Pavement 29 Summary of Walls 30 Summary of Guardrail 31 Summary of Fencing 32 Summary, Summary of Signing and Pavement Marking 41 Summary of Lighting Items Estimated Quantities Report, be a whole number. Information such as total days or number of applications should be added to Design
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/fpo/fpc/publications/boe/2025-eq-report-examples.pdf?sfvrsn=156a3023_19900301int
Affected Documents/Offices Contacted Yes/No Other Standard Plans No Florida Design Manual, and changeable message signs shall be designed to provide 180 days of continuous operation with minimum, Electrical system batteriesunit shall be designed to provide 21 days of continuous operation without, level indicator shall be provided. 3.The battery, controller, and power panel shall be designed, leveling pads, one on each of the four frame corners. 4.The trailer shall be designed to be set up
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/review/fy2025-26/internal/9900301int.pdf?sfvrsn=a7441d9_1711-001IntReviewPkg2
: Pavement Markings Summary of the changes: Sheet 4: Updated Buffered Express Lane Striping Detail, Design Manual No Standard Specifications No Basis of Estimates Manual No Approved Product List, Use ¡ ¡ Bike Lanes 6" White Buffered 2" Gap 13 4 711-001 PAVEMENT MARKINGS 11/01/21 Shoulder Gutter Or Median Shoulder Gutter Or Unpaved PLACEMENT OF LONGITUDINAL PAVEMENT MARKINGS 9, 6" White Buffered 2" Gap 13 4 711-001 PAVEMENT MARKINGS 11/01/24 Shoulder Gutter Or Median
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/irr/2026/711-001intreviewpkg2.pdf?sfvrsn=746938c1_1711-001IndReviewPkg2
: Pavement Markings Summary of the changes: Sheet 4: Updated Buffered Express Lane Striping Detail, Design Manual No Standard Specifications No Basis of Estimates Manual No Approved Product List, Use ¡ ¡ Bike Lanes 6" White Buffered 2" Gap 13 4 711-001 PAVEMENT MARKINGS 11/01/21 Shoulder Gutter Or Median Shoulder Gutter Or Unpaved PLACEMENT OF LONGITUDINAL PAVEMENT MARKINGS 9, 6" White Buffered 2" Gap 13 4 711-001 PAVEMENT MARKINGS 11/01/24 Shoulder Gutter Or Median
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/irr/2026/711-001indreviewpkg2.pdf?sfvrsn=66a46ab0_1