US1628935A - Superhighway - Google Patents
Superhighway Download PDFInfo
- Publication number
- US1628935A US1628935A US47974A US4797425A US1628935A US 1628935 A US1628935 A US 1628935A US 47974 A US47974 A US 47974A US 4797425 A US4797425 A US 4797425A US 1628935 A US1628935 A US 1628935A
- Authority
- US
- United States
- Prior art keywords
- lanes
- crossing
- highway
- super
- low speed
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
- Expired - Lifetime
Links
- 238000010276 construction Methods 0.000 description 9
- 230000000994 depressogenic effect Effects 0.000 description 7
- 101100379080 Emericella variicolor andB gene Proteins 0.000 description 1
Images
Classifications
-
- E—FIXED CONSTRUCTIONS
- E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
- E01C—CONSTRUCTION OF, OR SURFACES FOR, ROADS, SPORTS GROUNDS, OR THE LIKE; MACHINES OR AUXILIARY TOOLS FOR CONSTRUCTION OR REPAIR
- E01C1/00—Design or layout of roads, e.g. for noise abatement, for gas absorption
- E01C1/04—Road crossings on different levels; Interconnections between roads on different levels
Definitions
- the invention relates to the construction of so-called super-highways for accommodating both fast. and slow traflic on rails and on paved roadways.
- Figure 1 is a perspective view of the intersection of two super-highways
- Figure 2-- is a plan view of the superhishway
- Figure 3 is a sectional elevation of the crossin of two' super-highways on the ⁇ line 3 3 o Figures 2 and 4;
- Figure 4 is a transverse sectional eleva'- tion on the line 4 4 of' Figures 2- and 3.
- the super-highway hereinafter referred to comprises acentral zone of sufficient width to provide for four parallel railway tracks and on each side of this zone there is a paved roadway for carrying vehicular traliic 1n oppos1te d1rect1ons.
- Each roadway is preferably dividedv into parallel lanes used respectively Ifor the high andV the low speed traiqthe high speed lane being adjacent to the central rail zone.
- a cross street is selected as a main thoroughfare and has its grade separated from the super-highways, while the intermediate streets parallel to the thoroughfare terminate at each sidel of the super-highway and cannot be used .for .directly crossingthe same.
- The.. high speed lanes are preferably sepv arated from the low speed lanes by curb ing, shrubbery, or other suitable means, but
- a and A represent the local roadways of-one -highway andB and B, of the othei ⁇ highway. these roads intersecting at the. normal ground level.
- D and D are the eX- press roadwaysof the elevated'highway between which are arranged the tracks E, E', E2 and E".
- the stations F and F"for the rail traffic may be entered by means of stairways G, leading to the normal ground level beneath the tracks and express roadways.
- H and H are the express roadways ofthe depressed crossing super-highway between which are located the tracks J, JT, J2 and J3.
- Stations I and I for the depressed tracks may be entered -by the stairways K eadling downward from the normal ground eve From the above description, it rwill be apparent that the cro's'sing ⁇ construction for two super-highways ⁇ provides vexpress lanes for the vehicular traffic ,which are entirely uninterrupted.v When it is desired to transf the low speed lane .to the intersection off the crossing low speed lane. The vehicle may lanes and the high speed lane of the otherhighway being depressed to lpass under said low speed lanes.
- a highway crossing construction comprising parallel high speed and low speed lanes extending in one direction,4 parallel high speed and low speed lanes eiitending in a transverse direction, the low speedlanes of each highway intersecting at the same level, the high speed lanes of one highwaybeing elevated above said low speed lanes -at the point of crossing and the high speed lanes of theother highway being depressed below said low speed lanes at said crossing; upwardly inclined portions connecting the elevated lanes on opposite sides of said crossing, and downwardly inclined portions connecting said depressed lanes on the opposite sides of said crossing.
- a highway crossing construction com prising two transversely extending highways, each comprising a central zone having railway tracks therein, and roadways on opposite sides of said zones and separated vided into parallel high speed and low speed lanes at the same grade, the low speed lanes of each highway continuing at the same level and intersecting with each other, the high speed lane of one, highway being elevated above said low speed lanes at the point of crossing and the high speed lanes of the other highway being depressed below said low speed lanes at said crossing.
Landscapes
- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Road Signs Or Road Markings (AREA)
- Road Paving Structures (AREA)
Description
May 17, 1927. 1,628,935 i D. L. TURNER ET AL SUPERHIGHWAY Filed Aug. 3, 1925 2 Sheets-Sheet 1 lnnnunnnnnn D f,
annum-muuu y, unnnnnnnnunn/ H'nnnnunnnn 61H01 ums Patented May 17, 1927.
DANIEL L'. TURNER AND JOHN 1. HaLm'HAmjornErRoir, mcnIGAN.
sUPERHIGHwAsL The invention relates to the construction of so-called super-highways for accommodating both fast. and slow traflic on rails and on paved roadways.
In the drawings Figure 1 is a perspective view of the intersection of two super-highways;
Figure 2-- is a plan view of the superhishway; I
Figure 3 is a sectional elevation of the crossin of two' super-highways on the`line 3 3 o Figures 2 and 4;
Figure 4 is a transverse sectional eleva'- tion on the line 4 4 of'Figures 2- and 3.
In general, the super-highway hereinafter referred to comprises acentral zone of sufficient width to provide for four parallel railway tracks and on each side of this zone there is a paved roadway for carrying vehicular traliic 1n oppos1te d1rect1ons. Each roadway is preferably dividedv into parallel lanes used respectively Ifor the high andV the low speed traiqthe high speed lane being adjacent to the central rail zone.
It is the primary object of .the superhighway to provide unobstructed lanes for the through traiiic both on railsand on roadways and to accomplish this purpose it is necessary to eliminate all intersections lat grade with crossing streets. No attempt.
however, is made to vseparate the-grade of the super-hlghway with every street run'nlng at rightangles thereto, since this would greatly increase the construction costs without securing any 'benefits commensurate therewith. Therefore, at certain definite intervals, say everyhalf mile, a cross street is selected as a main thoroughfare and has its grade separated from the super-highways, while the intermediate streets parallel to the thoroughfare terminate at each sidel of the super-highway and cannot be used .for .directly crossingthe same.
The construction 'of the .crossing of a super-highway anda'main thoroughfare is preferably carriedv out lin accordance with the plans described in ounce-.pending application, Serial Number 47 ,973, filed Aug. 3, 1925. In generalythis crossing construction comprises 'an elevation of the rail. zoneand the through traiiic lanesabove the grade of the crossing thoroughfare and lthe depression of the low speed lanes'to intersect withv the thoroughfare. Such a construction is illustratedA in Figure 1 which shows the crossing in perspective view.
Application mea august a, 1925. serial No. 47,974.
The.. high speed lanes are preferably sepv arated from the low speed lanes by curb ing, shrubbery, or other suitable means, but
`frequentv points of inter-communication are provided.` W'herever a cross street not designated -as a thoroughfare communicates with the superhighway, the lanes are always separated so that ya vehicle from the cross street must first turn into the lowv speed lane and can only gain access to the high-speed lane at the next point of intercommunication Vhenever a super-highway meets a crossing super-highway, of' the same general character, provision is made for the uninterrupted travel of the vehicles on `the high speed lanes of each highway. A crossing of lsuch a character is illustrated in Figure 3,
and it will be noted that in this case, the
low speed lanes of eachssuper-highway intersect at the normal gradewhile the high speed lanes and railway tracks 'of one super-high` way are elevated to pass over the intersecting low speedlanes and the high speed lanes and rail traffic of the other super-highway are correspondingly depressed to pass under the normal grade.
Referring now more specifically to the crossing construction for two super-highways, A and A represent the local roadways of-one -highway andB and B, of the othei` highway. these roads intersecting at the. normal ground level. D and D are the eX- press roadwaysof the elevated'highway between which are arranged the tracks E, E', E2 and E". The stations F and F"for the rail traffic may be entered by means of stairways G, leading to the normal ground level beneath the tracks and express roadways. H and H are the express roadways ofthe depressed crossing super-highway between which are located the tracks J, JT, J2 and J3. Stations I and I for the depressed tracks may be entered -by the stairways K eadling downward from the normal ground eve From the above description, it rwill be apparent that the cro's'sing` construction for two super-highways `provides vexpress lanes for the vehicular traffic ,which are entirely uninterrupted.v When it is desired to transf the low speed lane .to the intersection off the crossing low speed lane. The vehicle may lanes and the high speed lane of the otherhighway being depressed to lpass under said low speed lanes.
2. A highway crossing construction comprising parallel high speed and low speed lanes extending in one direction,4 parallel high speed and low speed lanes eiitending in a transverse direction, the low speedlanes of each highway intersecting at the same level, the high speed lanes of one highwaybeing elevated above said low speed lanes -at the point of crossing and the high speed lanes of theother highway being depressed below said low speed lanes at said crossing; upwardly inclined portions connecting the elevated lanes on opposite sides of said crossing, and downwardly inclined portions connecting said depressed lanes on the opposite sides of said crossing.
3. A highway crossing construction com prising two transversely extending highways, each comprising a central zone having railway tracks therein, and roadways on opposite sides of said zones and separated vided into parallel high speed and low speed lanes at the same grade, the low speed lanes of each highway continuing at the same level and intersecting with each other, the high speed lane of one, highway being elevated above said low speed lanes at the point of crossing and the high speed lanes of the other highway being depressed below said low speed lanes at said crossing.
4. A super-highwaycomprising a central railway zone, roadways on each side of said zone and separated therefrom, each roadway comprising parallel high speed and low speed lanes at substantially the same grade, transverse streets terminating on opposite sides of said high speed lanes and intercommunicating with said low speed lanes, transverse thoroughfares crossing said high speed lanes and railway zone at the grade of saidlow speed lanes, said high speed lanes Aand railway zone being separated in grade from said low speed lanes at the crossing" point to provide unobstructedright of way, and a crossing super-highway having a low speed and high speed`- lane, thei low speed lanes'of each of said Super-highways intercommunicating at the same grade and the high speed lanes of each being separated in grade from each other and from said low speed lanes.
`In testimony whereof we afiix our signa-v tures.
DANIET; L. TURNER. JOHN P. HALLIHAN.`
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| US47974A US1628935A (en) | 1925-08-03 | 1925-08-03 | Superhighway |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| US47974A US1628935A (en) | 1925-08-03 | 1925-08-03 | Superhighway |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| US1628935A true US1628935A (en) | 1927-05-17 |
Family
ID=21952069
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| US47974A Expired - Lifetime US1628935A (en) | 1925-08-03 | 1925-08-03 | Superhighway |
Country Status (1)
| Country | Link |
|---|---|
| US (1) | US1628935A (en) |
Cited By (11)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| US2642197A (en) * | 1947-10-15 | 1953-06-16 | H K Ferguson Company | Freight handling system |
| US2949067A (en) * | 1957-05-24 | 1960-08-16 | Cedeno Arturo Olivero | Traffic intersection |
| US3386351A (en) * | 1963-09-14 | 1968-06-04 | Hara Shusaku | System of grade separation and also underroad parking |
| WO2000061867A1 (en) * | 1999-04-12 | 2000-10-19 | Gustafson Thomas F Jr | Ergonomic hybrid transit access corridor |
| US20070189851A1 (en) * | 2003-09-28 | 2007-08-16 | Dong Guoliang | Full interchange urban road system and the traffic method of using it |
| RU2422582C1 (en) * | 2010-06-24 | 2011-06-27 | Общество с ограниченной ответственностью "Научно-технологический испытательный центр "АпАТэК-Дубна" | Span |
| US20140352229A1 (en) * | 2013-05-31 | 2014-12-04 | Thomas F. Gustafson | Cross street transit and multimodal multi-level station and pedestrian-oriented interchange |
| US20150033647A1 (en) * | 2013-08-04 | 2015-02-05 | Avraham Suhami | Multi-storey buildings built over road air-spaces |
| US20160002866A1 (en) * | 2013-03-12 | 2016-01-07 | Changshou LIU | Multi-story crossroad and its traffic method with intensive land use and multiple functions |
| US10337202B1 (en) * | 2018-07-24 | 2019-07-02 | Nine R. Vaghi Foundation | Combination parking structure, roadway and train station |
| US20240352681A1 (en) * | 2023-04-20 | 2024-10-24 | Wentao Zhou | Thoroughly smooth urban traffic system |
-
1925
- 1925-08-03 US US47974A patent/US1628935A/en not_active Expired - Lifetime
Cited By (14)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| US2642197A (en) * | 1947-10-15 | 1953-06-16 | H K Ferguson Company | Freight handling system |
| US2949067A (en) * | 1957-05-24 | 1960-08-16 | Cedeno Arturo Olivero | Traffic intersection |
| US3386351A (en) * | 1963-09-14 | 1968-06-04 | Hara Shusaku | System of grade separation and also underroad parking |
| WO2000061867A1 (en) * | 1999-04-12 | 2000-10-19 | Gustafson Thomas F Jr | Ergonomic hybrid transit access corridor |
| US20070189851A1 (en) * | 2003-09-28 | 2007-08-16 | Dong Guoliang | Full interchange urban road system and the traffic method of using it |
| RU2422582C1 (en) * | 2010-06-24 | 2011-06-27 | Общество с ограниченной ответственностью "Научно-технологический испытательный центр "АпАТэК-Дубна" | Span |
| US20160002866A1 (en) * | 2013-03-12 | 2016-01-07 | Changshou LIU | Multi-story crossroad and its traffic method with intensive land use and multiple functions |
| US10309063B2 (en) * | 2013-03-12 | 2019-06-04 | Changshou LIU | Multi-story crossroad and its traffic method with intensive land use and multiple functions |
| US8915669B1 (en) * | 2013-05-31 | 2014-12-23 | Thomas F. Gustafson | Cross street transit and multimodal multi-level station and pedestrian-oriented interchange |
| US20140352229A1 (en) * | 2013-05-31 | 2014-12-04 | Thomas F. Gustafson | Cross street transit and multimodal multi-level station and pedestrian-oriented interchange |
| US20150033647A1 (en) * | 2013-08-04 | 2015-02-05 | Avraham Suhami | Multi-storey buildings built over road air-spaces |
| US9267306B2 (en) * | 2013-08-04 | 2016-02-23 | Avraham Suhami | Multi-storey buildings built over road air-spaces |
| US10337202B1 (en) * | 2018-07-24 | 2019-07-02 | Nine R. Vaghi Foundation | Combination parking structure, roadway and train station |
| US20240352681A1 (en) * | 2023-04-20 | 2024-10-24 | Wentao Zhou | Thoroughly smooth urban traffic system |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| Czarnecki | Operational world model ontology for automated driving systems–part 1: Road structure | |
| US1628935A (en) | Superhighway | |
| US1784728A (en) | Transit apparatus | |
| Atubi | An evaluation of transport infrastructure in Lagos state, Nigeria | |
| US2949067A (en) | Traffic intersection | |
| Arnold et al. | Evaluation of best practices in traffic operations and safety: phase I: flashing LED stop sign and optical speed bars. | |
| KR0146403B1 (en) | Road crossing on different levels | |
| US1981361A (en) | Crossing structure | |
| Vey | Improvements to reduce traffic accidents | |
| Walker | Influence of Bridge Widths on Transverse Positions of Vehicles | |
| Smith et al. | A study on speed humps | |
| Noel et al. | Work zone traffic management synthesis: Use of rumble strips in work zones | |
| Zegeer et al. | Cost-Effectiveness of Lane and Shoulder Widening of Rural, Two-Lane Roads in Kentucky | |
| Leisch | Freeway and interchange design: A historical perspective | |
| Šurdonja et al. | Mini-roundabouts in urban areas | |
| Chang et al. | Vulnerable User Road Safety Enhancements for Transportation Asset Management | |
| Hawkins | Evolution of the US pavement marking system | |
| KR100394051B1 (en) | serveraL direction Inter-change construction | |
| Box | Small City Traffic Improvements Developed from Accident Analysis | |
| Fric et al. | Road safety inspection–Incompatibility between the function of the road and the typical cross section–Belgrade’s Northern Arterian Tangent | |
| CN106284007A (en) | Fast cross viaduct | |
| Smith | Traffic Control for Low-Volume Rural (LVR) Roads | |
| Crosby | Definitions, General Principles, and Recommendations: Report of the Committee of the City Planning Division on Street Thoroughfares Manual | |
| Schroder et al. | Speed Management in Transition Zones Between High-Speed Rural and Low-Speed Urban Areas | |
| Garder | Long-term evaluation of the Gorham roundabout |