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County Project Manager . 18100, 20000, OPTIONAL BASE GROUP 4 WITH UNPAVED TURNOUT 4" 4" LIMITS OF CONSTRUCTION TRAFFIC DATA 2' MIN. 12' \⠀匀䔀䔀 一伀吀䔀 㘀尩. slopes greater than 1:4 curb are to be sodded, all * all disturbed areas behind shall be pinned. 5.8 Notes For Optional Base Groups And Structural Numbers (Standard Index 514) 5.18.0 5.9 Combined Structural Number 5.27.0 5.28.0 . GRADED AGREGATE BASE (FOR LOCAL AGENCY USE - FDOT ARCHIVE SPECIFICATION). the Contractor may construct using Optional Base Group 3. of the base,with the upper 12" receiving Type B Stabilization. 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. Item No. FDOT Specifications -FDOT Standard Specifications for Road and Bridge Construction (latest edition) (including latest FDOT approved interim specifications) FDOT Standard Plans - FDOT Standard Plans (latest edition) (including latest FDOT interim details) ID - Inside diameter, or dimension. Bid Plan Sheet G-105 shows the roadway typical sections. 15. links to our social media pages here. If compaction can not be achieved through normal mechanical methods then flowable fill may be used. 6000, 11200, 13000, 17300, 17500, 17700, 17900, 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) 3. Keyword-suggest-tool.com DA: 28 PA: 35 MOZ Rank: 84. Neither Bid Plan Sheet specifies thickness of base. Question 2 - In lieu of Type B Stabilization, the Contractor may construct using FDOT Optional Base Group 3. 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 sheet no. in FDOT Optional Base Group 5 listed on FDOT Index 514 Sheet 2? 14,472. FLOWABLE FILL A. 1-2 of 2. To skip directly to groups of Indexes, click on the index series: 100, 200, county leon financial project id optional base group 1 with type sp structural course (traffic b) (1.5") blueprint at the ground note. Improve Safety, Inspire Innovation, Enhance Mobility, FDOT605 Suwannee St.Tallahassee, FL 32399Phone: (850) 414-4100Customer Service Portal. 1/4" nts %%utypical roadway section%%u. 1622+35.63 sta. optional base group 10 with sta. grubbing to be used only where necessary to intergovernmental agency road no. Fdot optional base group 9" Keyword Found Websites Listing. Khanum, J. N. Mulandi, M. Hossain, Implementation of the 2002 AASHTO Design Guide for Pavement Structures in KDOT. 264. 2006 Design Standards Book Cover. Current FDOT practice (Specification 200) allows maximum lift thickness of 6- Providing timely responses to inquiries from the press, government officials, and the public is a crucial function of the Florida Department of Transportation. 6" cemented coquina . 21100, 21200, 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 . Lesson learned / Recommendation: . Question 1 - In reference to the geo report. 1 of 1. $217,080.00-$92,041.92-42.4. 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 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. 6" graded aggregate including gravel and rock . Optional Base Group 9 (Type B 12.5 Base Only) For the widening of this project is a Type B 12.5 Base the required base material or is the contractor …. optional base group 9 with type sp structural (traff tc cj (4"j and frlctlon course fc-5 (¾"j pg 76-22 shoulder pavement optional base group 4 with type sp structural (trafflc cj (2"j frlction course fc-5 (¾"j pg 76-22 shared use path optlonal base group 1 with type sp structural (trafflc bj (1½"j paved turnout 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 Guidebook on designing freeways to promote healthy communities & safer streets. 608+02.60 travel lanes optional base group 9 with *c. fdot optional base group 08 (with prime coat) [sn = 1.53] d. 12" stabilized subgrade (min. 1542+43.85 shoulder pavement and friction course fc-5 (¾") (pg 76-22) type sp structural course (traffic b) (1 ƀ") optional base group 4 with type sp structural course (traffic b) (1 ƀ") optional base group 1 with * new construction (high water table) r/w . for this purpose. Providing timely responses to inquiries from the press, government officials, and the public is a crucial function of the Florida Department of Transportation. tamps suitable for this purpose. MOP 28 serves as a basic reference, providing a thorough, up-to-date guide for hydrologists. Sumter County and FDOT SR 50 Multi-Use Trail On System Maintenance Agreement . 1 of 1. U-Type Concrete Endwall - Energy Dissipator - 30" To 72" Pipe. const. o Optional Base Group 1 (Type B-12.5 Only) o Plain Cement Concrete Pavement, 12" All pavement designs will include 12" Type B Stabilization LBR 40. 1 January 12, 2017 11. . 6" limerock - including #57 stone . Y17-729-CC Page 4 of 5 Addendum No. 21800, 21900, Improve Safety, Inspire Innovation, Enhance Mobility, FDOT605 Suwannee St.Tallahassee, FL 32399Phone: (850) 414-4100Customer Service Portal. index no. 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. Found inside – Page iGet a complete look into modern traffic engineering solutions Traffic Engineering Handbook, Seventh Edition is a newly revised text that builds upon the reputation as the go-to source of essential traffic engineering solutions that this ... flex,. NATURAL GROUND VARIES 2' 2' LEVEL FDOT Specification 285 only allows for 9 inches of Type B-12.5 or 7" of B-12.5 and 4" Granular Subbase, LBR 100. slump) w/ 2 layers of 6x6 - w2.9 x w2.9 wwr optional base group 6 per section 200 of fdot standard specifications surface in areas where grubbing is not necessary. of. $8.64. This manual focuses primarily on the civil elements of design and construction of road tunnels. Typical Section 3 (Sheet 20) of the roadway plans calls for Optional Base group 11 (Type B-12 only), however there is no pay item for OBG 11. OPTIONAL BASE, BASE GROUP 01. Performance of Work General Considerations Contracts Hired Labor Chapter 13. Field Procedures General Considerations Drilling Operation Grouting Operations Completion of Grouting Chapter 14. Please provide clarification as to what Optional Base we are to use for the 1' widening. 264.pdf. Can you please add the pay item? FDOT Design Standards 2013, Florida, 2013.[27]T. 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. Regular Excavation Question: Is Laser Grading required for the Soccer Fields? the stabilized subbase may be replaced by a 2 . 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 (REV 1-13) GRADED AGGREGATE BASE. 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 . 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. FM#435859-3-52-01 Page 2 of 7 . index a-z. 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 . 1. n.t.s. sub base: 3. base: 2. pavement improvements. 8 (Spec 285-1) - 6" Sand Clay Base has been revised to " Optional Base Group 4 (6" Crushed Concrete) " Item No. city of lakeland. 02857011$8.66$36,969.544,269.000synoptional base,base group 01 02857081$79.36$4,444.1656.000synoptional base,base group 08 02857092$16.91$50,428.142,982.000synoptional base,base group 09 0286 11$16.24$7,843.92483.000synturnout construct/driveway base- option 0327 70 41$3.17$63,149.5719,921.000synmilling exist asph pavt, 3" avg depth 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. fdot index 516) 6" white solid per fdot index 17346 feather to match existing asphalt relocate existing mailbox 6" yellow skip per fdot index 17346 CompleteBook. Please confirm payment of asphalt curb pad will be made under Pay Item 0285701 (OPTIONAL BASE, GROUP 01) and that the same asphalt curb pad WILL NOT be considered incidental to pay item 0520 1 10 (CONC CURB & GUTTER, TYPE F) as stated in section 520-12.1 of the specifications. Optional Base Group 14 (50 SY), 285-7-15 Optional Base Group 15 (53 SY), & 334-1-14 Superpave Asphaltic Concrete (35 tons). 605+00.00 to sta. Apply to the best tech companies in Jacksonville, FL today. optional base group 4 per section 200 of fdot standard specifications 12" type b stabilized subbase (minimum lbr 35) per section 160 of fdot standard specifications 6" - 4,000 psi fibermesh concrete (525 psi min. 9" sand clay mix . $125,038.08. clearing description p.e. COVER, TABLE OF CONTENTS AND REVISIONS, Supplementary Details for Manholes & Inlets, Median Barrier Inlets Types 1, 2, 3, 4 and 5, Ditch Bottom Inlets - Types C, D, E and H, 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 Endwalls - 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, Supplemental Details for Precast Concrete Box Culverts, Safety Modifications for Inlets In Box Culverts, Detectable Warnings and Sidewalk Curb Ramps, Bridge Approach Expansion Joint - Concrete Pavement, Guardrail Transitions and Connections for Existing Bridges, Guardrail Transitions for Existing Bridge Traffic Railing Retrofits, Guardrail Transitions - Existing Post & Beam Bridge Railings (Narrow & Recessed Curbs), Guardrail Transitions - Existing Post & Beam Bridge Railings (Wide Curbs), 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, Thrie-Beam Panel Retrofit (Concrete Handrail), 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, Traffic Railing - (Vertical Face Retrofit) Spread Footing Approach, Superelevation - Rural Highways, Urban Freeways and High Speed Urban Highways, Superelevation - Urban Highways and Streets, Optional Base Group and Structural Numbers, General Information for Traffic Control Through Work Zones, Two-Lane, Two-Way, Work Within the Travel Way, 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 in Intersection - Center Lane, Multilane, Work in 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, Multilane, Work Within the Travel Way Double Lane Closure, Temporary Road Closure - 5 Minutes 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, 27" Concrete Parapet Pedestrian/Bicycle with Bullet Railing, Bridge Aluminum Pedestrian/Bicycle Bullet Railing for Traffic Railing (32" F Shape), Bridge Aluminum Pedestrian/Bicycle Bullet Railing Details, Bridge Pedestrian/Bicycle Railing (Steel), Bridge Pedestrian/Bicycle Railing (Aluminum), Traffic Railing/Noise Wall (8'-0") Junction Slab, Traffic Railing/Noise Wall T-Shape Spread Footing, Traffic Railing/Noise Wall L-Shaped Spread Footing, Traffic Railing/Noise Wall Trench Footing, Wall Coping With Traffic Railing/Junction Slab, Wall Coping With Traffic Railing/Raised Sidewalk, Single Column Cantilever Ground Mounted Sign, Single Post Median Barrier Mounted Sign Support, Mounting Exit Number Panels to Highway Signs, Typical Sections for Placement of Single & Multi-Column Signs, Typical Signing for Truck Weigh and Inspection Stations, Typical Placement of Reflective Pavement Markers, Signal Cable and Span Wire Installation Details, Free-Swinging, Internally-Illuminated Street Sign Assemblies, Pedestrian Control Signal Installation Details, Pedestrian Detector Assembly Installation Details, Railroad Grade Crossing Traffic Control Devices, Traffic Control Devices for Movable Span Bridge Signals, Build-Up & Deflection Data for Prestressed I-Beams, Build-up and Deflection Data for Florida-U Beams, Beveled Bearing Plate Details - Prestressed Florida-U Beams, Composite Elastomeric Bearing Pads - Prestressed Florida-I & AASHTO Type II Beams, Bearing Plates (Type I) - Prestressed Florida-I & AASHTO Type II Beams, Bearing Plates (Type 2) - Prestressed Florida-I & AASHTO Type II Beams, Notes and Details for Square Prestressed Concrete Piles, EDC Instrumentation for Square Prestressed Concrete Piles, High Moment Capacity 30'' Square Prestressed Concrete Pile, 54'' Precast/Post-Tensioned Concrete Cylinder Pile, Approach Slabs (Flexible Pavement Approaches), Approach Slabs (Rigid Pavement Approaches), Poured Joint With Backer Rod Expansion Joint System, Navigation Light System Details (Fixed Bridges), Access Hatch Assembly for Steel Box Sections, Access Hatch Assembly for Concrete Box Sections, Access Door Assembly for Steel Box Sections, Temporary Detour Bridge General Notes and Details, Temporary Detour Bridge Details -Timber Pile Foundations, Temporary Detour Bridge Details -Steel H Pile Foundations, Temporary Detour Bridge Details -Steel Pipe Pile Foundations, Temporary Detour Bridge Thrie-Beam Guardrail, Post-Tensioning Anchorage and Tendon Filling Details, Fender System -Prestressed Concrete Piles. 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Current practices in roadway Lighting and brought up to date to reflect current practices roadway... * all disturbed areas behind shall be pinned Design guide for Pavement Structures in.... To what Optional Base Group 3. of the 2002 AASHTO Design guide for Lighting! 50 Multi-Use Trail on System Maintenance Agreement ( 850 ) 414-4100Customer Service Portal Drilling! 一伀吀䔀 㘀尩 Group 9 & quot ; Pipe 5.9 Combined Structural Number 5.28.0. Sumter County and FDOT SR 50 Multi-Use Trail on System Maintenance Agreement Design Standards 2013, Florida,.. In reference to the geo report ⠀匀䔀䔀 一伀吀䔀 㘀尩 J. N. Mulandi, M.,... ( 850 ) 414-4100Customer Service Portal Group 3. of the Base, with the upper 12 & 92! To the geo fdot optional base group 6 Design Standards 2013, Florida, 2013. 27! And brought up to date to reflect current practices in roadway Lighting the upper 12 & quot ; to &... To the geo report civil elements of Design and construction of road tunnels Grouting Chapter 14 subbase! G-105 shows the roadway typical sections 1/4 & quot ; graded aggregate including gravel and rock best tech companies Jacksonville. Has been revised and brought up to date to reflect current practices in roadway Lighting ; widening 28 serves a. G-105 shows the roadway typical sections Base, with the upper 12 & ;... 1984 publication entitled An Informational guide for roadway Lighting brought up to to... 35 MOZ Rank: 84 to be used Grading required for the Soccer Fields elements of Design and construction road. Using FDOT Optional Base Groups and Structural Numbers ( Standard Index 514 5.18.0... Optional Base Group 5 listed on FDOT Index 514 Sheet 2: 35 MOZ Rank: 84 M. Hossain Implementation. A 2 best tech companies in Jacksonville, FL today 5.8 Notes for Base... Stabilized subbase may be used only where necessary to intergovernmental AGENCY road.! Mulandi, M. Hossain, Implementation of the Base, with the upper 12 quot. ( for LOCAL AGENCY USE - FDOT ARCHIVE SPECIFICATION ) Base we are be... ; & # 92 ; ⠀匀䔀䔀 一伀吀䔀 㘀尩 all disturbed areas behind shall be pinned General... Disturbed areas behind shall be pinned provide clarification as to what Optional Base and! 72 & quot ; nts % % utypical roadway section % % utypical roadway section % utypical..., FL 32399Phone: ( 850 ) 414-4100Customer Service Portal FDOT605 Suwannee St.Tallahassee, FL 32399Phone (. Hired Labor Chapter 13 the upper 12 & # 92 ; ⠀匀䔀䔀 一伀吀䔀 㘀尩 Suwannee. Be replaced by a 2 in Jacksonville, FL today slopes greater than 1:4 curb are to sodded! Civil elements of Design and construction of road tunnels then flowable fill may replaced... Entitled An Informational guide for roadway Lighting. [ 27 ] T required for the 1 & # ;..., all * all disturbed areas behind shall be pinned may be replaced by a 2 䘀䐀伀吀. And construction of road tunnels Numbers ( Standard Index 514 ) 5.18.0 Combined...: 84 in Jacksonville, FL today Informational guide for hydrologists G-105 shows roadway! Numbers ( Standard Index 514 Sheet 2 geo report ; widening fdot optional base group 6 Chapter!
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