FDOT is proposing to reconstruct and widen I -4 as part of the I -4 Ultimate concept. The project included 10 bridge replacements, two new pedestrian bridges, a walking and biking path and extended sidewalks.NCDOTNorth Carolina DOT - Reconstruction of Salem Parkway (U.S. 421/I-40 Business) (Quality of Life/Community Development, Medium project group) Oregon Department of Transportation developed a $15.6 million automated . clearing description p.e. if not, could you identify the area for the driveways which do call for asphalt only? Question: Is Laser Grading required for the Soccer Fields? of. revised . "This informational report describes four primary practices and methodologies (engineering approach, expert systems, optimization, and injury minimization) that are used in establishing speed limits. To skip directly to groups of Indexes, click on the index series: 100, 200, the Contractor may construct using Optional Base Group 3. of the base,with the upper 12" receiving Type B Stabilization. type drop curb and gutter index no. 20500, 20600, 20900, 285-709 OPTIONAL BASE,BASE GROUP 09 103,213.19 SY $30.00 $3,096,395.70 285-710 OPTIONAL BASE,BASE GROUP 10 23,661.19 SY $35.00 $828,141.65 In lieu of Type B Stabilization, the Contractor may construct using FDOT Optional Base Group 3. Item No. Answer: The thicknesses are per the FDOT Specifications. 4" max. Florida Department of Transportation. STRUCTURAL NUMBER \⠀匀一尩 PER FDOT STANDARDS \⠀刀䔀䘀䔀刀 吀伀 䘀䐀伀吀 䘀䰀䔀堀䤀䈀䰀䔀 倀䄀對嘀䔀䴀䔀一吀 䐀䔀匀䤀䜀一 . The book deals mainly with American practice but also includes related information from many countries throughout the world. Material is divided into five main sections for an orderly and logical treatment of the subject: Basic Principles. slump) w/ 2 layers of 6x6 - w2.9 x w2.9 wwr optional base group 6 per section 200 of fdot standard specifications Design related project level pavement management - Economic evaluation of alternative pavement design strategies - Reliability / - Pavement design procedures for new construction or reconstruction : Design requirements - Highway pavement ... Apply to the best tech companies in Jacksonville, FL today. You can find recent press releases, public notices, media contacts, and View Guidebook on designing freeways to promote healthy communities & safer streets. Learn vocabulary, terms, and more with flashcards, games, and other study tools. FSU Center for Advanced Power Systems Expansion (Attachments B1-B4) Florida State University is requesting approval of its project to complete an addition of a research lab building for the Center for Advanced Power Systems to the FSU Research Foundation A Building. optional base,base group 13. 1/4" nts %%utypical roadway section%%u. 0285-710- optional base, base group 10 sy 13,149.000 0285-711- optional base, base group 11 sy 48,182.000 0285-712- optional base, base group 12 sy 11,520.000 0327- 70- 1 milling exist asph pavt, 1" avg depth sy 458.000 0327- 70- 6 milling exist asph pavt, 1 1/2" avg depth sy 20,465.000 tamps suitable for this purpose. 2285- 7-Optional Base - per square meter. lbr 40) compacted to at least 98% max. Ftp.fdot.gov DA: 12 PA: 50 MOZ Rank: 80. reworking limerock base, 6" 0285701 optional base, base group 01 0285702 optional base, base group 02 0285703 optional base, base group 03 0285704 optional base, base group 04 0285705 optional base, base group 05 fdot owns 0715 4011 light pole comp, f&i sp fnd, ws150 . Base Group 08. The "Standard Specifications for the Construction of Roads and Bridges on Federal Highway Projects (FP)" is issued primarily for constructing roads and bridges on Federal Highway projects under the direct administration of the Federal ... Sumter County and FDOT SR 50 Multi-Use Trail On System Maintenance Agreement . sod as needed. Group 1 Aggregates45% Group 2 Aggregates65% Group 1: This group of aggregates is composed of limestone, marble, or dolomite. 2' asphalt. slopes greater than 1:4 curb are to be sodded, all * all disturbed areas behind shall be pinned. Payment will be made under: Item No. 6" graded aggregate including gravel and rock . 2. 6 - QUESTIONS RECEIVED PRIOR TO THE PRE-BID MEETING . "This guide provides information on how to accommodate bicycle travel and operations in most riding environments. Answers. fdot owns 0715 4011 light pole comp, f&i sp fnd, ws150, 40' 0715 4111 light pole comp, f&i, ws150, 40' 0715 4112 light pole comp, f&i . Optional Base Group 9 shall conform to the requirements of Section 285 of the current FDOT Standard Specifications for Road and Bridge Construction and FDOT Index 514 utilizing one (1) of the following materials below: ¾ Limerock - LBR 100 ¾ Shell Rock - LBR 100 ¾ ABC-3 (minimum Marshall Stability 1500) (*) Item No. Answer See question #2 of this addendum. regular excavation 19,360.00 cy $6.50 $ 125,840 embankment 54,493.51 cy $10.00 $ 544,935 type b stabilization 25,813.33 sy $3.80 $ 98,091 optional base,base group 09 14,467.20 tn $19.00 $ 274,877 superpave asph conc, traf c, pg76-22 2,645.87 tn $100.00 $ 264,587 asph conc fc,inc bit,fc-5,pg76-22 594.18 cy $140.00 $ 83,185 Answer: Clearing and Grubbing depths should meet the requirements of FDOT Specification Section 110-2.2 . optional base group 10 with sta. Item No. flex,. 6" 2'-0" (typ.) Group 1 Aggregates45% Group 2 Aggregates65% Group 1: This group of aggregates is composed of limestone, marble, or dolomite. fdot 605 suwannee st. tallahassee, fl 32399 phone: (850) 414-4100 customer service portal. For typical cross-sections which permit the use of asphalt or other base materials for construction of an optional base, price adjustments for the bituminous material as provided for in 9-2.1.2 will not apply. *c. fdot optional base group 08 (with prime coat) [sn = 1.53] d. 12" stabilized subgrade (min. 210-1 Reworking Limerock Base 10,000 SY $4.50 $45,000.00 285-7-01 Optional Base, Group 1 2,000 SY $20.00 $40,000.00 285-7-06 Optional Base, Group 6 2,000 SY $28.00 $56,000.00 OPTIONAL BASE GROUP AND STRUCTURAL NUMBERS 12 / 30 / 2011 11:44:28 A M R E V I S I ON C:\ d \ p r o j ec t s \ s t a nd a r d s \ r o a d w a y \ 00500-s \ 00514-01.dgn NO. depth) sy 5461 331-2-1 asphaltic concrete s-1 tn 494 331-2-2 asphaltic concrete s-3 tn 610 520-3 2.0' valley gutter lf 77 520-70 concrete traffic seperator, special-variable width sy 24 522-2 concrete . Here you will find links to the standard specifications documents for current and recent past FDOT projects. 6.pavement markings to follow f-dot index 17346 and 17347 optional base group 6 see shoulder sodding detail this sheet see shoulder sodding detail this sheet see shoulder sodding detail this sheet shoulder sodding detail optional base group 6 area 4 roadway general details gc-24 1 5-15-13 cwr bankseng.com markdatedescription by 5/14/2013 1:59 . GRADED AGREGATE BASE (FOR LOCAL AGENCY USE - FDOT ARCHIVE SPECIFICATION). Email Cc: 266. 6. 2.1.3.2 Optional Base Group 9 a. 1604.2 Use of Materials from Existing Base: When the use of materials from an existing base is required as all, or a portion, of the stabilizing additives, the Engineer will direct the location, placement, and distribution of such materials. Item No. Bid Plan Sheet G-105 shows the roadway typical sections. optional base group 6 (only where existing asphalt does not exist) optional base group 1 (only where existing asphalt does not exist) 1.5" sp-9.5 surface course . FDOT Design Standards 2013, Florida, 2013.[27]T. sub base: 3. base: 2. pavement improvements. OPTIONAL BASE GROUP 4 WITH UNPAVED TURNOUT 4" 4" LIMITS OF CONSTRUCTION TRAFFIC DATA 2' MIN. For additional information on changes shown in the Redline Sections, please see1-18 Workbook1-18 Workbook History, Improve Safety, Inspire Innovation, Enhance Mobility, FDOT605 Suwannee St.Tallahassee, FL 32399Phone: (850) 414-4100Customer Service Portal. density per aashto t-180 [sn = 0.96] [total sn = 3.59] *if the roadway is internal to a residential pod, item #c can be reduced to fdot optional base group 03 [sn = 0.99] and the total structural number (sn) Providing timely responses to inquiries from the press, government officials, and the public is a crucial function of the Florida Department of Transportation. JANUARY 2018 STANDARD SPECIFICATIONS FORROAD AND BRIDGE CONSTRUCTION, January 2018Standard Specifications eBook. Winged Concrete Endwalls - Single Round Pipe. This AASHTO Guide shows highway designers how to think flexibly, how to recognize the many choices and options they have, and how to arrive at the best solution for the particular situation or context. Complete 2006 Design Standards Book (Centered), 2006 Design Standards Book Revision History, Temporary Erosion And Sediment Control, Shoulder Sodding And Turf On Existing Facilities, Soil Tracking Prevention Device Type A, Supplementary Details For Manholes And Inlets, Curb Inlet Tops - Types 1, 2, 3 And 4, Median Barrier Inlets Types 1, 2, 3, 4 And 5, Barrier Wall Inlet - Barrier Wall, Concrete ( Rigid ) (C & G), Ditch Bottom Inlets - Types C, D, E And H, Ditch Bottom Inlets - Types F And G, Skimmer For Outlet Control Structures, Straight Concrete Endwalls - Single And Multiple Pipe, Straight Concrete Endwalls - Single And Double 60" Pipe, Straight Concrete Endwalls - Single And Double 66" Pipe, Straight Concrete Endwalls - Single And Double 72" Pipe, Straight Concrete Endwall - Single 84" Pipe, U-Type Concrete Endwalls With Grates - 15" To 30" Pipe, U-Type Concrete Endwalls - Baffles And Grate Optional - 15" To 30" Pipe, U-Type Concrete Endwall - Energy Dissipator - 30" To 72" Pipe, Winged Concrete Endwalls - Single Round Pipe, Safety Modifications For Inlets In Box Culverts, Bridge Approach Expansion Joint - Concrete Pavement, Guardrail Transitions And Connections For Existing Bridges, Traffic Railing - (Median 32" F Shape), Traffic Railing - (42" Vertical Shape), Traffic Railing - (32" Vertical Shape), Traffic Railing - (Thrie Beam Retrofit) General Notes & Details, Traffic Railing - (Thrie Beam Retrofit) Narrow Curb, Traffic Railing - (Thrie Beam Retrofit) Wide Strong Curb Type 1, Traffic Railing - (Thrie Beam Retrofit) Wide Strong Curb Type 2, Traffic Railing - (Thrie Beam Retrofit) Intermediate Curb, Traffic Railing - (Thrie Beam Retrofit) Wide Curb Type 1, Traffic Railing - (Thrie Beam Retrofit) Wide Curb Type 2, Traffic Railing - (Vertical Face Retrofit) General Notes & Details, Traffic Railing - (Vertical Face Retrofit) Narrow Curb, Traffic Railing - (Vertical Face Retrofit) Wide Curb, Traffic Railing - (Vertical Face Retrofit) Intermediate Curb, Skew Details For Traffic Railings, Parapets and Traffic Separators, Removal Of Organic And Plastic Material, Superelevation - Rural Highways, Urban Freeways And High Speed Urban Highways, Superelevation - Urban Highways And Streets, Optional Base Group And Structural Numbers, Median Barrier Opening For Emergency Access, General Information For Traffic Control Through Work Zones, Two-Lane, Two-Way, Work Outside Shoulder, Two-Lane, Two-Way, Work Within The Travel Way, Two-Lane, Two-Way, Work In Intersection, Two-Lane, Two-Way, Work Near Intersection, Two-Lane, Two-Way, Work Within The Travel Way - Signal Control, Two-Lane, Two-Way, Mobile Operation, Work on Shoulder, Work Within The Travel Way, Two-Lane, Two-Way, Temporary Diversion Connection, Multilane, Work Within the Travel Way - Median Or Outside Lane, Multilane, Work Within the Travel Way - Center Lane, Multilane, Work Near Intersection - Median Or Outside Lane, Multilane, Work Near Intersection - Center Lane, Multilane, Work Near Intersection - Two Lanes Closed - 45 MPH Or Less, Multilane, Mobile Operations, Work On Shoulder, Work Within The Travel Way, Multilane Divided, Temporary Diversion Connection, Multilane Undivided, Temporary Diversion Connection, Multilane, Work Near Intersection - Temporary Diversion Connection - 35 MPH or Less, Crossover For Paving Train Operations, Rural, Converting Two-Lanes To Four-Lanes Divided, Rural, Converting Two-Lanes To Four-Lanes Divided, Urban, Transitions For Temporary Concrete Barrier Wall On Freeway Facilities, Two-Lane, Two-Way Rural Structure Replacement, Multilane Divided, Maintenance And Construction, Pedestrian Control For Closure Of Sidewalks, * FENCING AND PEDESTRIAN RAILINGS *, Aluminum Pedestrian/Bicycle Bullet Railing For Traffic Railing (32" F Shape), Aluminum Pedestrian/Bicycle Bullet Railing Details, Steel Pedestrian/Bicycle Picket Railing, Aluminum Pedestrian/Bicycle Picket Railing, Precast Sound Barriers - General Notes, Precast Sound Barriers - Texture Options, Precast Sound Barriers - Flush Panel Option, Precast Sound Barriers - Recessed Panel Option, Precast Sound Barriers - Fire Hose Access Hole & Drainage Details, Precast Sound Barriers - Pile and Post Reinforcing Steel, Precast Sound Barriers - Pile Depth and Reinforcing Summary, Traffic Railing/Sound Barrier (14'-0"), Traffic Railing/Sound Barrier (8'-0") Junction Slab, Traffic Railing/Sound Barrier T-Shape Spread Footing, Traffic Railing/Sound Barrier L-Shaped Spread Footing, Traffic Railing/Sound Barrier Trench Footing, Aluminum & Steel Overhead Sign Structures, Single Column Ground Signs ( 60 mph ), Single Column Ground Signs ( 70 mph ), Single Column Ground Signs ( 80 mph ), Single Column Ground Signs ( 90 mph ), Single Column Ground Signs ( All Wind Zones ), Mounting Exit Numbering Panels To Highway Signs, Typical Sections For Placement Of Single & Multi-Column Signs, Typical Signing For Truck Weigh And Inspection Stations, Traffic Controls For Street Terminations, Typical Placement Of Reflective Pavement Markers, External Lighting For Signs ( Mercury Vapor ), Signal Cable And Span Wire Installation Details, Component Data For Standard Mast Arm "B" & "C", Free-Swinging, Internally-Illuminated Street Sign Assemblies, Damping Device For Miscellaneous Structures, Pedestrian Control Signal Installation Details, Pedestrian Detector Assembly Installation Details, Railroad Grade Crossing Traffic Control Devices, Traffic Control Devices For Movable Span Bridge Signals, Typical AASHTO And Bulb-T Beam Details and Notes, AASHTO Type III Beam - Standard Details, Florida Bulb-T 72 Beam - Standard Details, Florida Bulb-T 78 Beam - Standard Details, Build-up And Deflection Data For AASHTO And Bulb-T Beams, * PRESTRESSED CONCRETE FLORIDA U BEAMS (FUB) *, Typical Florida U Beam Details and Notes, Build-up And Deflection Data For Florida U Beams, Typical Inverted-T Beam Details and Notes, Notes and Details For Precast Concrete Sheet Piles, Precast Concrete Sheet Pile Type "A" - 10 Inch Thick, Precast Concrete Sheet Pile Type "A" - 12 Inch Thick, Precast Concrete Sheet Pile Type "B" - Variable Angle Corner Pile, Precast Concrete Sheet Pile Type "C" - Right Angle Corner Pile, Notes and Details For Square Prestressed Concrete Piles, Square Prestressed Concrete Pile Splices, High Moment Capacity 30'' Square Prestressed Concrete Pile, 54'' Precast/Post-Tension Concrete Cylinder Pile, Approach Slabs (Flexible Pavement Approaches), Approach Slabs (Rigid Pavement Approaches), Navigation Light System Details (Fixed Bridges), Post-Tensioning Anchorage And Grouting Details, 2006 Design Standards Book Table of Contents. Lesson learned / Recommendation: . Optional Base Group 7 3,568: SY $ 16.10 $ 16.25 $ 17.00 $ 60,656.00 $ 15.50 $ 55,304.00 . Date: 6/15/2018 11:23:39 AM FDOT Long Range Estimating System - Production R4: Project Details Composite Report By Version . fdot owns 0715 4011 light pole comp, f&i sp fnd, ws150, 40' 0715 4111 light pole comp, f&i, ws150, 40' 0715 4113 light pole comp, f&i . surface in areas where grubbing is not necessary. The Standard Specifications for Road and Bridge Construction contain requirements setting out or relating to the method or manner of performing work or to the quantities and qualities of materials and labor for all FDOT contracts. Providing timely responses to inquiries from the press, government officials, and the public is a crucial function of the Florida Department of Transportation. type drop curb and gutter index no. U-Type Concrete Endwalls - Baffles and Grate Optional - 15" to 30" Pipe : DGN: 264 : U-Type Concrete Endwall - Energy Dissipator - 30" to 72" Pipe : DGN: 266 : Winged Concrete Endwalls - Single Round Pipe : DGN: 268 : U-Type Sand-Cement Endwalls : DGN: 270 : Flared End Section: IDS : DGN: 272 : Cross Drain Mitered End Section : DGN: 273 : Side . •FDOT's premium binder to address severe rutting and full depth fatigue (alligator) cracking •Replaced PG 82-22 binder in the July 2017 Specification . 1458+44.17 to sta. 5.6 general use optional base groups 5-16 and structural numbers 5.7 limited use optional base groups 5-17 and structural numbers 5.8 general notes for optional base 5-18 groups and structural numbers 5.9 combined structural number 5-23 In lieu of Type B Stabilization, the Contractor may construct C. In Stage #2, construct compacted fill along the sides of the pipe and up to the bottom of the base, with above any bedding. Optional Base Group 14 (50 SY), 285-7-15 Optional Base Group 15 (53 SY), & 334-1-14 Superpave Asphaltic Concrete (35 tons). 6. The contractor delivery of salvageable material to fdot 0120 1 regular excavation 0120 2 2 borrow excavation, truck measure 0120 4 subsoil excavation 0120 5 channel excavation 0120 6 embankment . ITEM NO. Typical section details on sheet 6 and 7 show Base Group 1 leveling pad under the proposed curb and gutter. SY. Published: 4/15/2016 11:34:34 AM. Note: File size ranges from 10kb - 400kb. index a-z. Please provide clarification as to what Optional Base we are to use for the 1' widening. const. Improve Safety, Inspire Innovation, Enhance Mobility, FDOT605 Suwannee St.Tallahassee, FL 32399Phone: (850) 414-4100Customer Service Portal. 285- 7-Optional Base - per square yard. GRADED AGREGATE BASE (FOR LOCAL AGENCY USE - FDOT ARCHIVE SPECIFICATION). Optional Base . This guide replaces the 1984 publication entitled An Informational Guide for Roadway Lighting. It has been revised and brought up to date to reflect current practices in roadway lighting. delivery of salvageable material to fdot 0120 1 regular excavation 0120 2 2 borrow excavation, truck measure 0120 4 subsoil excavation 0120 5 channel excavation 0120 6 embankment . 266.pdf. 1-2 of 2. 514) 12" sub base compacted to 98% density based on aashto t-180. Highs and low of Items 15-19 Balance out . You can find recent press releases, public notices, media contacts, and Question 2 - "This guide specification is intended to serve as a guide for developing specifications for all high performance concretes supplied for highway bridges, whether produced by a ready mix supplier, a general contractor, or in a permanent plant ... index no.
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