US814797A - Pavement. - Google Patents
Pavement. Download PDFInfo
- Publication number
- US814797A US814797A US24329605A US1905243296A US814797A US 814797 A US814797 A US 814797A US 24329605 A US24329605 A US 24329605A US 1905243296 A US1905243296 A US 1905243296A US 814797 A US814797 A US 814797A
- Authority
- US
- United States
- Prior art keywords
- stone
- pavement
- filler
- binder
- natural
- 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 17
- 239000011230 binding agent Substances 0.000 description 6
- 239000000945 filler Substances 0.000 description 6
- 239000000203 mixture Substances 0.000 description 5
- 239000012634 fragment Substances 0.000 description 4
- 239000010426 asphalt Substances 0.000 description 3
- 239000000463 material Substances 0.000 description 2
- 238000000034 method Methods 0.000 description 2
- 238000005096 rolling process Methods 0.000 description 2
- 235000019738 Limestone Nutrition 0.000 description 1
- 239000004927 clay Substances 0.000 description 1
- 238000010276 construction Methods 0.000 description 1
- 230000007547 defect Effects 0.000 description 1
- 239000000428 dust Substances 0.000 description 1
- 230000005283 ground state Effects 0.000 description 1
- 238000010438 heat treatment Methods 0.000 description 1
- 238000011065 in-situ storage Methods 0.000 description 1
- 239000004615 ingredient Substances 0.000 description 1
- 239000006028 limestone Substances 0.000 description 1
- 238000002360 preparation method Methods 0.000 description 1
- 239000004576 sand Substances 0.000 description 1
- 238000012216 screening Methods 0.000 description 1
- 239000000126 substance Substances 0.000 description 1
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 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
- E01C3/00—Foundations for pavings
- E01C3/06—Methods or arrangements for protecting foundations from destructive influences of moisture, frost or vibration
Definitions
- My invention relates to paving, its object being to enable the construction in arelatively cheap and simple manner of a broken-stone or macadam roadwayr of high efficiency and great durability. It is we l known by engineers that the efliciency of such roadway depends very largel T upon the character of the filler employed to close the voids between the fragments of stone, the effectiveness of such filler-.or binder inmaintaining the compactness and solidity of the roadway varying with the cementitious or holding properties of the material used.
- Clay, sand, or stone-screenings are ordinarily employed for this purpose, ut are subject to the defects that they are dissolved to greater or less extent by water, are easily eroded by heavy rains, and, on the other hand, lose what little binding power they possess in periods of continued drouth, allowing the roadwa r to Hravel or become loose and rough, and the same is built upon serious damage .by tion, roadways so constructed are exceedlngly dusty in dry weather and muddy in wet and are difiicult to clean under all conditions f b without detriment to the surface.
- compositions in which refined asphalt is the-important ingredient have to be heated to the iuid state and poured upon the stone fragments already spread in statu or first mixed therewith by mechanical means. manifestly demands a plant for the preparation of the composition, expertness in the procedure, and much expense in material employed.
- My invention contemplates4 the use of a natural bituminousstone in a ground state for such binder.
- the stone which is found either as sandstone or limestone in many Specification of Letters Patent.
- the lower stratum acting as a. base may be constructed with the use of any convenient filler and the wearing-surface preferably three or fourv inches deep, as above. l t. is advisable also in laying the wearing-surface to put it down in relatively thin successive layers, so that the natural-stone filler may ave every opportunity to thoroughly lill the voidsto repletion before the final rolling.
- the accompanying drawing represents a. vertical section of a piece of ,pavement elnodying my invention.
- a concrete base 1 is built up the mixture of broken stone 2 and bituminous filler 3, as
- the up er layers being preferably composed of sma ler fragments ol' stone than the lower ones.
- a pavement having its upper portion composed of hard broken stone mixed with a binder of finely-ground natural bituminousl stone.
- a pavement having a foundation of maeadam, and a top portion of hard broken stone. the voids being filled with a binder ol' ground natural bituminmis stone.
- si pavement which consists in grindingnatuml bituminous stone
Landscapes
- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Road Paving Structures (AREA)
Description
PATBNTED MAR. 13, 1906.
. i.' s; Q f,
J. I. MGDONALD. PAVEMENT. APPLIOATIDN 'FILED JAN. 30.1905.
Witnesses ua Mm 22... fywf JOHN I. MCDONALD, OF ST. JOSEPH,
Parleur OFFICE- MISSOURI.
PAVEMENT.
Application led January 30,
To fir/ZZ whom it may concern:
Be it known that I, JOHN IQMcDoNA'LD, a citizen of the United States, residing at St. Joseph, in the county of Buchanan and State of Missouri, have invented new and useful Improvements in Pavements, of which the following is a specification.
My invention relates to paving, its object being to enable the construction in arelatively cheap and simple manner of a broken-stone or macadam roadwayr of high efficiency and great durability. It is we l known by engineers that the efliciency of such roadway depends very largel T upon the character of the filler employed to close the voids between the fragments of stone, the effectiveness of such filler-.or binder inmaintaining the compactness and solidity of the roadway varying with the cementitious or holding properties of the material used. Clay, sand, or stone-screenings are ordinarily employed for this purpose, ut are subject to the defects that they are dissolved to greater or less extent by water, are easily eroded by heavy rains, and, on the other hand, lose what little binding power they possess in periods of continued drouth, allowing the roadwa r to Hravel or become loose and rough, and the same is built upon serious damage .by tion, roadways so constructed are exceedlngly dusty in dry weather and muddy in wet and are difiicult to clean under all conditions f b without detriment to the surface.
substances and in late years of various compositions in which refined asphalt is the-important ingredient. All such compositions have to be heated to the iuid state and poured upon the stone fragments already spread in statu or first mixed therewith by mechanical means. manifestly demands a plant for the preparation of the composition, expertness in the procedure, and much expense in material employed.
My invention contemplates4 the use of a natural bituminousstone in a ground state for such binder. The stone, which is found either as sandstone or limestone in many Specification of Letters Patent.
Patented March 13, 1906. 1905. serial No. 243,296.
sil t into the voids and 1s then spread in proper proportion upon Ythe layer of stone or gravel 'in situ and the Whole rolled, as usual in laying macadam. The presence of the bitumen or asphalt not only gives such natural filler enormously-increased holding` power u )on the fragments, but under rolling and subsequent tr`aflic the filler becomes as hard and compact as the stone, making a roadway free om dust, waterproof, easily cleaned and washed, and highly durable. Its durability is further enhanced by the fact that under traflic, and thus maintain the smoothness` and integrity of the roadway.
n practice itis not essential that the whole bod of the pavement scriiied. The lower stratum acting as a. base may be constructed with the use of any convenient filler and the wearing-surface preferably three or fourv inches deep, as above. l t. is advisable also in laying the wearing-surface to put it down in relatively thin successive layers, so that the natural-stone filler may ave every opportunity to thoroughly lill the voidsto repletion before the final rolling.
The accompanying drawing represents a. vertical section of a piece of ,pavement elnodying my invention.
n a concrete base 1 is built up the mixture of broken stone 2 and bituminous filler 3, as
above set forth, the up er layers being preferably composed of sma ler fragments ol' stone than the lower ones.
What I claim is,`
l. A pavement composed of hard broken stone anda binder of ground natural bituminous stone mixed and rolled without heating'.
2. A pavement having its upper portion composed of hard broken stone mixed with a binder of finely-ground natural bituminousl stone.
3. A pavement having a foundation of maeadam, and a top portion of hard broken stone. the voids being filled with a binder ol' ground natural bituminmis stone. i
be vlaid as above de- 4. The process of making si pavement which consists in grindingnatuml bituminous stone,
mixing it with hard broken stone. to consti'- tute a. binder therefor, spreatiing the mixture S on -a suitable foundation, and subjecting the Whole to heavy. pressure In testimony Whereo have, signed my i JOHN I. MGDONALD.
Witnesses:
JOHN S. EDWARDS, G. A. TRENHOLM.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
US24329605A US814797A (en) | 1905-01-30 | 1905-01-30 | Pavement. |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
US24329605A US814797A (en) | 1905-01-30 | 1905-01-30 | Pavement. |
Publications (1)
Publication Number | Publication Date |
---|---|
US814797A true US814797A (en) | 1906-03-13 |
Family
ID=2883278
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
US24329605A Expired - Lifetime US814797A (en) | 1905-01-30 | 1905-01-30 | Pavement. |
Country Status (1)
Country | Link |
---|---|
US (1) | US814797A (en) |
Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
US3970403A (en) * | 1973-06-01 | 1976-07-20 | Mobil Oil Corporation | Anisotropic road surface |
-
1905
- 1905-01-30 US US24329605A patent/US814797A/en not_active Expired - Lifetime
Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
US3970403A (en) * | 1973-06-01 | 1976-07-20 | Mobil Oil Corporation | Anisotropic road surface |
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