US218960A - Improvement in pavements or roadways - Google Patents
Improvement in pavements or roadways Download PDFInfo
- Publication number
- US218960A US218960A US218960DA US218960A US 218960 A US218960 A US 218960A US 218960D A US218960D A US 218960DA US 218960 A US218960 A US 218960A
- Authority
- US
- United States
- Prior art keywords
- stones
- bed
- roadways
- sand
- pavements
- 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
- 239000004575 stone Substances 0.000 description 32
- 239000000463 material Substances 0.000 description 22
- 239000004576 sand Substances 0.000 description 16
- 210000001503 Joints Anatomy 0.000 description 6
- 239000004568 cement Substances 0.000 description 6
- 239000003818 cinder Substances 0.000 description 6
- 239000000203 mixture Substances 0.000 description 6
- 239000002893 slag Substances 0.000 description 6
- 239000000126 substance Substances 0.000 description 4
- 229940108066 Coal Tar Drugs 0.000 description 2
- 241000229754 Iva xanthiifolia Species 0.000 description 2
- 239000011280 coal tar Substances 0.000 description 2
- 230000000694 effects Effects 0.000 description 2
- 230000001788 irregular Effects 0.000 description 2
- 239000002245 particle Substances 0.000 description 2
- 230000000284 resting Effects 0.000 description 2
- 239000011435 rock Substances 0.000 description 2
- -1 sewer Substances 0.000 description 2
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 description 2
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
- E01C3/00—Foundations for pavings
- E01C3/006—Foundations for pavings made of prefabricated single units
Definitions
- SAMUEL E GROSS, OF CHICAGO, ILLINOIS.
- A designates, in all the figures, theupper layer or wearing-surface.
- B designates, in all the figures, the flat stones or flagstones.
- O designates, in Figs. 1 and 2, the sub-bed of sand, upon which, the stones are placed; and D, in all the figures,
- fiat stones or flagstones their positions, the manner in which they are laid, and the part which they serve in producing an effect.- ive and durable pavement are of primary importance. They may be laid in irregular sizes and without reference to courses; but I much prefer to lay them in courses running lengthwise or crosswise to the street, the flagstones in adjacent courses breaking joints, and especially to lay them in courses about two feet in width, the stones being from two to four inches in thickness and from two to six feet in length. These dimensions and this adjustment of the stones permit of their convenient handling and also present a feasible sectional foundation, which can readily be removed in sections for the laying and repairing of water, sewer, and gas pipes, and as readily replaced.
- the upper layer or wearing-surface, A I prefer to make about five inches thick but the thickness most desirable in any particular instance will depend considerably upon the kind of travel to which it will be subjected. In park-roadways, boulevards, or light-traveled thoroughfares it may be lessened in quantity with equally good results.
- the fine-crushed stone and macadam may be indiscriminately mingled, or the coarser particles may be placed at the bottom and the finer above, and I sometimes mix'with cement and concrete it.
- sist of two thinner layers the one of gravel and the other of macadam, that one being placed uppermost which may be most desirable in any particular case.
- -A portion of the material or materials of the upper course, A may extend'down into the interstices between the flat stones or flagstones, as shown in Figs. 2 and 3, in which case it acts as a key or binding material to the courses.
- the layer or sub-bed of sand 0 may be omitted and the stones laid directly upon the'layer or road-bed D, composed of earth, gravel, slag, cinders, or other desirable material.
- this pavement By my method of laying the flat stones or flagstones a greater economy is effected than by any other foundation in the requisite quantity and cost of the upper course, of whichever specified material it may consist, and there is also an increased durability and uniform wearing capacity to The bed-rock compacts the sub-bed and remains immovable. the upper course from sinking and being driven into the earth below, and thus prevents a loss Sometimes by lessening I the quantity of each I make the layer A con- It prevents of material as well as the wearing of ruts and holes in the pavement or roadway.
- pavement or roadway consisting of an upper layer or wearing-surface of fine'crushed stone, macadam, gravel, or cobble-stones placed upon a foundation of flat stones or fiagstones laid upon their flat surfaces and resting upon an under layer or sub-bed of sand, substantially as described, and for the purposes set forth.
Landscapes
- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Road Paving Structures (AREA)
Description
S. E.'GROSS. Pavement or Roadway.
Patented Aug. 26, 1879 INVENTQB:
N-FEYERS, PHDTO-LITMOGRAPHER, WASHINGTON. u c.
UNITED STATES PATENT OFFICE.
SAMUEL E. GROSS, OF CHICAGO, ILLINOIS.
IMPROVEMENT IN PAVEMENTS OR ROADWAYS.
Specification forming part of LettersPatent No. 218,960, dated August 26, 1879; application filed July 25, 1879.
' and it consists in a foundation of flat stones or flagstones laid on their flat surfaces upon a sub-bed of sand or other suitable material, with an upper layer or wearing surface of fine crushed stone, macadam, gravel, or cobblestones. I
Referring to the drawings, A designates, in all the figures, theupper layer or wearing-surface. B designates, in all the figures, the flat stones or flagstones. O designates, in Figs. 1 and 2, the sub-bed of sand, upon which, the stones are placed; and D, in all the figures,
represents a properly-prepared road-bed or layer of earth, gravel, slag, cinders, or other suitable material.
The fiat stones or flagstones, their positions, the manner in which they are laid, and the part which they serve in producing an effect.- ive and durable pavement are of primary importance. They may be laid in irregular sizes and without reference to courses; but I much prefer to lay them in courses running lengthwise or crosswise to the street, the flagstones in adjacent courses breaking joints, and especially to lay them in courses about two feet in width, the stones being from two to four inches in thickness and from two to six feet in length. These dimensions and this adjustment of the stones permit of their convenient handling and also present a feasible sectional foundation, which can readily be removed in sections for the laying and repairing of water, sewer, and gas pipes, and as readily replaced. They'may be laid close together on a sub-bed of sand, preferably about three inches thick,- and the joints filled with cement and made water-proof, as shown in Fig. 1, or they may be laid on sand, earth, gravel, slag, cinders, or
the pavement.
other suitable material, with joints loose fitting and filled with the material of the upper or wearing surface, as shown in Figs. 2 and 3.
The upper layer or wearing-surface, A, I prefer to make about five inches thick but the thickness most desirable in any particular instance will depend considerably upon the kind of travel to which it will be subjected. In park-roadways, boulevards, or light-traveled thoroughfares it may be lessened in quantity with equally good results. The fine-crushed stone and macadam may be indiscriminately mingled, or the coarser particles may be placed at the bottom and the finer above, and I sometimes mix'with cement and concrete it. When I use gravel I prefer such kind as contains cementing properties.
sist of two thinner layers, the one of gravel and the other of macadam, that one being placed uppermost which may be most desirable in any particular case. -A portion of the material or materials of the upper course, A, may extend'down into the interstices between the flat stones or flagstones, as shown in Figs. 2 and 3, in which case it acts as a key or binding material to the courses.
I much prefer a bed of sand for the stones; but if from cost, lack of suitable material, or other cause, in any case it may be so desired, the layer or sub-bed of sand 0 may be omitted and the stones laid directly upon the'layer or road-bed D, composed of earth, gravel, slag, cinders, or other desirable material.
When I use cobble-stones for the upper or wearin g surface I set them on and in a cushion of sand, cement, composition of coal-tar, as-- phalt, or other suitable substance or substances, as shown in Fig: 3.
Among the many advantages'of this pavement are the following: By my method of laying the flat stones or flagstones a greater economy is effected than by any other foundation in the requisite quantity and cost of the upper course, of whichever specified material it may consist, and there is also an increased durability and uniform wearing capacity to The bed-rock compacts the sub-bed and remains immovable. the upper course from sinking and being driven into the earth below, and thus prevents a loss Sometimes by lessening I the quantity of each I make the layer A con- It prevents of material as well as the wearing of ruts and holes in the pavement or roadway.
Having thus described my invention, what I claim as new, and desire to secure by Letters Patent, is-
1. The pavement or roadway herein described, and consisting of an upper layer or wearing-surface of fine'crushed stone, macadam, gravel, or cobble-stones placed upon a foundation of flat stones or fiagstones laid upon their flat surfaces and resting upon an under layer or sub-bed of sand, substantially as described, and for the purposes set forth.
2. The combination of the layers or courses A and B, as and for the purposes specified and SAMUEL E. GROSS.
Witnesses NIcHoLAs VANDERMAY, ASSOR 0013B.
Publications (1)
Publication Number | Publication Date |
---|---|
US218960A true US218960A (en) | 1879-08-26 |
Family
ID=2288361
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
US218960D Expired - Lifetime US218960A (en) | Improvement in pavements or roadways |
Country Status (1)
Country | Link |
---|---|
US (1) | US218960A (en) |
-
0
- US US218960D patent/US218960A/en not_active Expired - Lifetime
Similar Documents
Publication | Publication Date | Title |
---|---|---|
US218960A (en) | Improvement in pavements or roadways | |
US510259A (en) | Pavement | |
US451466A (en) | Composition paving-block | |
US394583A (en) | George s | |
US1348959A (en) | Pavement | |
US1351607A (en) | Road or pavement | |
US192349A (en) | Improvement in pavements | |
US1174260A (en) | Pavement. | |
US220234A (en) | Samuel e | |
US401752A (en) | Pavement for streets or roads | |
US1082722A (en) | Method of constructing roadways. | |
US206812A (en) | Improvement in pavements | |
US174495A (en) | Improvement in stone pavements | |
US255687A (en) | Pavement | |
US1541830A (en) | Construction of roads and ways | |
US1090084A (en) | Paving material. | |
US166822A (en) | Improvement in brick pavements | |
US664024A (en) | Street-paving. | |
US465650A (en) | Street-pavement | |
US398074A (en) | Combined curb and gutter | |
US814797A (en) | Pavement. | |
US189337A (en) | Improvement in stone pavements | |
US247421A (en) | John j | |
US957985A (en) | Process of making pavements. | |
US219501A (en) | Improvement in concrete pavements |