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LIST OF FIGURES - dot.state.oh.us

Fig. No. Ohio Location & Design Manual LIST OF FIGURES Subject district locations County Abbreviations Highway Functional Classification Map Graded and Treated Shoulder Widths Signalized Intersection Capacity Analysis Signalized Intersection Capacity Analysis Coordination of Vertical and Horizontal Alignment Encroachment Col 1 i sion Frequency Nomograph (0-200 ft .) Collision Frequency Nomograph (200-2000 ft.) Approach Barrier Layout Typical Barrier Installation Crossover Geometrics Vertical Clearances for Airports Civil Airport Imaginary Surfaces Military Airport Imaginary Surfaces Military Airport Imaginary Surfaces Airport Imaginary Surfaces for Heliports Highway Intersect ion Analysis Summary class I Entrance & Exit Terminals class 11 " I1 11 I I class 111 " 11 I1 I1 Converging Roadways Diverging Roadways Collector Distributor Entrance Terminals Collector Distributor Exit Terminals Interchange Ramp Typical Sections Uncurbed Ramp Intersection Transitions, 4 Lane Divided Roadway to 2 Lane Roa

District Locations County Abbreviations Highway Functional Classification Map Graded and Treated Shoulder Widths ... Fig. 201-1 Highway Functional Class. Map ... 202 CLASSIFICATION 202.1 Classification System ..... Table 202-1 Highway Design Class. (Major

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Transcription of LIST OF FIGURES - dot.state.oh.us

1 Fig. No. Ohio Location & Design Manual LIST OF FIGURES Subject district locations County Abbreviations Highway Functional Classification Map Graded and Treated Shoulder Widths Signalized Intersection Capacity Analysis Signalized Intersection Capacity Analysis Coordination of Vertical and Horizontal Alignment Encroachment Col 1 i sion Frequency Nomograph (0-200 ft .) Collision Frequency Nomograph (200-2000 ft.) Approach Barrier Layout Typical Barrier Installation Crossover Geometrics Vertical Clearances for Airports Civil Airport Imaginary Surfaces Military Airport Imaginary Surfaces Military Airport Imaginary Surfaces Airport Imaginary Surfaces for Heliports Highway Intersect ion Analysis Summary class I Entrance & Exit Terminals class 11 " I1 11 I I class 111 " 11 I1 I1 Converging Roadways Diverging Roadways Collector Distributor Entrance Terminals Collector Distributor Exit Terminals Interchange Ramp Typical Sections Uncurbed Ramp Intersection Transitions.

2 4 Lane Divided Roadway to 2 Lane Roadway Horizontal Sight Distance Typical Intersection Sight Distance Conditions Tangent Offsets for Vertical Curves Superelevation and Maximum Superelevation Transition Cross Sections Superel evation Transi Maximum Standard U-Turn Median Openings Underdrains, Subbase and Shoulder Paving Bituminous Surface Treated and Aggregate Shoulders FIGURES (1 of 3) Mar. 1987 Table Number Ohio Location & Design Manual LIST OF TABLES Subject Highway Design Classification (Major Divisions) Highway Design Classification Characteristics of Urban Road Classes Characteristics of Rural Road Classes Rural Design Speed Guide Urban Design Speed Guide Rural Roadway Design Criteria Urban Roadway Design Criteria Maximum Degree of Curve Maximum Grades Design Criteria-New & Reconstructed Bridges Criteria for Existing Bridges Minimum Design ADT to Warrant a Grade Separation Estimated Operating Speed Road User Cost per Vehicle Mile Stopping Sight Distance-Crest Vertical Curves Stopping Sight Distance-Sag Vertical Curves Passing and Intersection Sight Distance Decision Sight Distance Superelevation & Runoff Maximum Superelevat ion & Runoff Maximum Superelevat

3 Ion & Runoff Maximum Pavement Widening on Highway Curves Storage Lane Lengths-Unsignalized Intersections Storage Lane Lengths-Signalized Intersections Design Clear Zone Width Height of Cover Tables for Corrugated Pipe I1 I 11 11 11 I I I1 I I 11 11 I1 I I 11 I I I I 11 11 I I I1 11 11 I1 I1 It I I I1 II I1 Corner Bearing Pressures I1 11 11 I1 11 Height of Cover Tables for Rigid Pipe I1 I1 I1 It I1 I1 II I1 I1 I1 I1 I1 I1 I1 II I1 I1 I1 I I I1 II Tab1 es (1 of 2) Mar. 1987 Ohio Location 81 Design Manual LIST OF TABLES Table Number SUBJECT Surface Coefficient of Runoff Allowable Ditch Velocities Ditch Lining Roughness Coefficient Median Catch Basin Spacing in Fill Sections Type A Conduit Roughness Coefficients Type A Conduit Entrance Loss Coefficients Equivalence Factors - Method A Conversion Factors Structural Coefficients for Flexible Pavement Materials Effect of Subbase on Modulus of Subgrade Reaction (k) values Tables - (2 of 2) Mar.

4 1987 Existing Pavement Drainage Ohio 102 LOCATION & DESIGN MANUAL Oct. 1981 (102) ABBREVIATIONS Abbreviations are used sparingly throughout this manual. The following is a list of abbreviations which should become familiar to everyone using this manual. AASHTO - American Association of State Highway and Transportation Officials ODOT - Ohio Department of Transportation FHWA - Federal Highway Administration USGS - United states Geological Survey MPH - Miles per hour F&OC - Field and Office Check fps - Feet per second ADT - Average dai ly traffic DHV - Design hour vol ume DDHV - Direction design hour volume Ohio LOCATION E DESIGN MANUAL Fig. 101-1 Feb. 1978 district locations district 1.

5 2100 North West Street Rd., Lima, 0. 45801 2. 317 East P3e Rd., Bowling Green, 0. 43402 3. 906 North Clark St., Ashland, 0. 44805 4. 705 Oakwood St., Ravenna, 0. 44266 5 - 1200 W. Church St., Newark, 0. 43055 6. 400 East William St., Delaware, 0. St. Mary's Pike, Rt. 29, Sidney, 0. 4301 5 7 - 8. Box 272, Lebanon, 0. 45365 650 Eastern Ave., Chillicothe, 0. 45036 9 - 45601 10. Box 658 Muskingum Dr., Marietta, 0. 45750 11. Box 351, New Philadelphia, 0. 44663 12. 10100 Broadway, Garfield Heights, 0. 44125 Mail: Box 05188, Newburgh Sta., Cleveland, 0. 4401 5 LOCATION 81 DESIGN MANUAL Fig- 101-2 Feb. 1978 COUNTY CODE district COUNTY CODE district Adams Allen Ash1 and Ashtabcrl a Athens Augl ai ze Belmont Brown But 1 er Carroll Champaign Clark Clermont Clinton Colurnbiana Coshocton Crawford.

6 Cuyahoga Darke Defiance De 1 aware Erie Fairfield Fayette Frank1 in Ful ton Gal 1 i a Geauga Greene Guernsey Hami 1 ton Hancock Hardi n Harrison Henry Highland Hocki ng Holmes Huron Jackson Jefferson Knox Lake Lawrence Licking ADA ALL ASD ATB . ATH AUG\ BEL B RO I .'BUT CAR CHP C LA CLE CLI co L cos CRA CUY DA R . DEF DEL ERI FA1 FAY F RA FUL GA L G EA GRE GUE HAM HAN HAR HAS HEN HIG HOC HO L HUR JAC JEF KNO LA K LAW Logan Lorai n Lucas . Madison Mahoni ng Marion Medi na Mei gs Mercer - Miami Monroe Montgomery Morgan Morrow Muskingum 5 Noble 3 12 Qttawa Paul di ng Perry Pi cbaway Pike Portage . Preble Putnam ~ichl'and Ross , Sandus ky 5c i oto Seneca She1 by Stark Summit Trumbul 1 Tuscarawas Union Van Wert Vi nton Warren Washington Wayne Williams Wood Wyandot LOG 7 4, LOR 3 LUC 2 MAD 6 MAH 4 MAR 6 *- MED 3 MEG 10 MER 7 MIA 7 MOE.

7 10 MOT 8 MRG 10 MRW -- , 6 - MUS - 5 OTT PAU PER PIC ' PIK PO R ' PRE PUT . SAN SCI SEN SHE STA SUN TRU TUS UNI VAN VIN WAR WAS WAY WI L WOO WY A Ohio LOCATION & DESIGN MANUAL SECTION NO. TABLE OF CONTENTS SUBJECT (200) HIGHWAY FUNCTIONAL CLASSIFICATION 20 1 BASIC CONSIDERATIONS Introduction .. Purpose Fig. 201-1 Highway Functional class . Map .. 202 CLASSIFICATION Classification System .. Table 202-1 Highway Design class . (Major Divisions) .. Coding Selection of Road Design .. Classification Table 202-2 Highway Design Classification .. 203 FACTORS CONSIDERED IN CLASSIFICATION Classification Characteristiscs .. Service Function .. Traffic Vol ume.

8 Traffic Flow Running Speed .. Vehicle Types .. System Continuity .. 204 URBAN DESCRIPTIONS Urban Freeway .. Urban Principal Arterial .. Urban Minor Arterial .. Urban Col 1 ector .. Urban Local .. Table 204-1 Characteristics of Urban Road Classes .. 205 RURAL DESCRIPTIONS Rural Freeway .. Rural Principal Arterial .. Rural Mi nor Arteri a1 .. Rural Major Collector Rural Minor Collector .. Rural Local .. Table 205-1 Characteristics of Rural Road C 1 asses .. Table of Contents Sec. 200 (1 of 1) Oct. 1981 PAGE DATE Feb. 1978 I1 I I II I I Feb. 1978 Feb. 1978 I1 I I Feb. 1978 I I I I Feb. 1978 Il I I


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