US1164041A - Paving composition and method of making it. - Google Patents
Paving composition and method of making it. Download PDFInfo
- Publication number
- US1164041A US1164041A US64857511A US1911648575A US1164041A US 1164041 A US1164041 A US 1164041A US 64857511 A US64857511 A US 64857511A US 1911648575 A US1911648575 A US 1911648575A US 1164041 A US1164041 A US 1164041A
- Authority
- US
- United States
- Prior art keywords
- shell
- particles
- fine
- shells
- bituminous
- 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
- 239000000203 mixture Substances 0.000 title description 12
- 238000004519 manufacturing process Methods 0.000 title 1
- 239000011257 shell material Substances 0.000 description 42
- 239000002245 particle Substances 0.000 description 30
- 239000000463 material Substances 0.000 description 23
- 238000000576 coating method Methods 0.000 description 6
- 239000010419 fine particle Substances 0.000 description 6
- 229910052500 inorganic mineral Inorganic materials 0.000 description 5
- 239000011707 mineral Substances 0.000 description 5
- 238000002156 mixing Methods 0.000 description 5
- 239000011248 coating agent Substances 0.000 description 4
- 239000004576 sand Substances 0.000 description 4
- 239000010426 asphalt Substances 0.000 description 3
- 239000004568 cement Substances 0.000 description 3
- 239000003795 chemical substances by application Substances 0.000 description 3
- 238000000034 method Methods 0.000 description 3
- 241000237852 Mollusca Species 0.000 description 2
- 241000237502 Ostreidae Species 0.000 description 2
- 230000008901 benefit Effects 0.000 description 2
- 238000010276 construction Methods 0.000 description 2
- 239000004615 ingredient Substances 0.000 description 2
- 230000004048 modification Effects 0.000 description 2
- 238000012986 modification Methods 0.000 description 2
- 239000004570 mortar (masonry) Substances 0.000 description 2
- 235000020636 oyster Nutrition 0.000 description 2
- 241000536564 Cryptanthus warren-loosei Species 0.000 description 1
- 238000009960 carding Methods 0.000 description 1
- 230000001627 detrimental effect Effects 0.000 description 1
- 238000006073 displacement reaction Methods 0.000 description 1
- 239000000428 dust Substances 0.000 description 1
- 230000000694 effects Effects 0.000 description 1
- 238000000227 grinding Methods 0.000 description 1
- 238000010438 heat treatment Methods 0.000 description 1
- 230000001788 irregular Effects 0.000 description 1
- 238000002360 preparation method Methods 0.000 description 1
- 230000008569 process Effects 0.000 description 1
- 239000011802 pulverized particle Substances 0.000 description 1
- 238000009877 rendering Methods 0.000 description 1
- 238000005096 rolling process Methods 0.000 description 1
- 238000002791 soaking Methods 0.000 description 1
- 230000007480 spreading Effects 0.000 description 1
- 239000004575 stone Substances 0.000 description 1
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 description 1
- 230000003245 working effect Effects 0.000 description 1
Classifications
-
- C—CHEMISTRY; METALLURGY
- C04—CEMENTS; CONCRETE; ARTIFICIAL STONE; CERAMICS; REFRACTORIES
- C04B—LIME, MAGNESIA; SLAG; CEMENTS; COMPOSITIONS THEREOF, e.g. MORTARS, CONCRETE OR LIKE BUILDING MATERIALS; ARTIFICIAL STONE; CERAMICS; REFRACTORIES; TREATMENT OF NATURAL STONE
- C04B28/00—Compositions of mortars, concrete or artificial stone, containing inorganic binders or the reaction product of an inorganic and an organic binder, e.g. polycarboxylate cements
- C04B28/02—Compositions of mortars, concrete or artificial stone, containing inorganic binders or the reaction product of an inorganic and an organic binder, e.g. polycarboxylate cements containing hydraulic cements other than calcium sulfates
- C04B28/10—Lime cements or magnesium oxide cements
Definitions
- This invention relates to shell roadways, and has for its object to provide a bituminous binding or cement for incasing particles of shell in a peculiar manner so that when the mixed material is applied as a roadway the shell or particles of shell will overlap each other approximately horizontally and the said particles of shell will be separated from one and another by the bituminous material so that the roadway will have a suitable amount of resistance topers and the surface will be hard and resilient without being slippery.
- shell roads at the present time are exceedingly dusty and grind away rapidly under the returns, the small particles being displaced by automobiles and vehicles and even by light winds.
- the removal of such particles opens spaces between the individual shells or pieces of shell, thereby forming pockets whichcollect moisture, etc., and the disintegration of the surface portion of the road rapidly progresses;
- particles of shell are freed from shell dust, are
- the mixed material is water-proof and thereby readily sheds thewater and prevents thesame from soaking into the body of the road and disintegrating the same.
- Shell, oyster and clam shell is laminated in its texture and if this shell is broken the laminae may be readily detected at the edge portion of the broken particles.
- An important feature of the invention resides in the preparation of the shell and the application of the coating of binding material thereto in such a manner as to cause the particles to connect one with the other throughout the said-material when the mixture is laid as aroad.
- This coating holds the particles ofshell in desired positions and relation with respect to each other.
- the shell is first broken for the purpose of exposing at the edges of the particles the laminae of the shell in ragged or irregular configuration.
- this surface can be laid to any desired thickness depending on the nature of the grade or subgrade and the amount of trafiic that the pavement is to resist or support and the surface mixture may be made by mixing the ingredients at normal temperatures or by heating the ingredients to facilitate their mixing, spreading and compressing.
- the principal advantage had by a pavement constructed in accord with the present invention is the economy of construction and the wearing qualities, making it possible to utilize shell and effect a good substantial, serviceable, resilient and at the same time water-proof road which will withstand the water and the wear and tear of traffic of mechanically'driven and horse drawn vehicles.
- the step of removing the fine portions of the shell, and substituting other, and materially different fine materials therefor produces a very different aggregate, for application for roads, from the mixture of coarse and fine shell material, because, by crushing of the shells, an excessive amount of exceedingly fine particles are produced.
- the mixing of crushed shell, containing such an excessive amount 0 soft particles is inexpedient since it would require an excessively large amount of the bituminous cementing agent, and also since a mixture of such crushed shell with bitumen is too tough to handle properly.
- the mixture of sand andcoarse to handle and withthe bitumen produces a much more wear-resistant road, which is less likely to cause displacement of the surface, known in the art as shifting or ridging.
- shifting or ridging On account of .the
- a composition of matter suitable for forming pavements comprising mollusk the laminae thereof, and freedfrom excess of the fine particles composed of the softer parts of said shells produced by such breaking; a fine mineral material of a hardness materially greater than the fine material re-' moved from said shells, with the relatively larger broken particles intimately mixed of shell; and a bituminous cementing agent intimately mixed with the larger pieces of shell and the'finer particles of hard mineral,
Landscapes
- Chemical & Material Sciences (AREA)
- Engineering & Computer Science (AREA)
- Ceramic Engineering (AREA)
- Chemical Kinetics & Catalysis (AREA)
- Inorganic Chemistry (AREA)
- Materials Engineering (AREA)
- Structural Engineering (AREA)
- Organic Chemistry (AREA)
- Road Paving Structures (AREA)
Description
' No Drawing.
" s arenr orrrc,
GEORGE G. WARREN, 0F NEWTO'N,'MASSACHUSETTS.
PAVING COMPOSITION AND METHOD MAKING- IT.
To all whom it may concern:
Be it known that I, GEORGE C. WARREN, citizen of the United States, residing at the city of Newton, in the county of Middlesex and State of Massachusetts, have invented certain new and useful Improvements in Paving Compositions and Methods of Making Them, of which the following is a specification.
This invention relates to shell roadways, and has for its object to provide a bituminous binding or cement for incasing particles of shell in a peculiar manner so that when the mixed material is applied as a roadway the shell or particles of shell will overlap each other approximately horizontally and the said particles of shell will be separated from one and another by the bituminous material so that the roadway will have a suitable amount of resistance to trafic and the surface will be hard and resilient without being slippery.
As is well known shell roads at the present time are exceedingly dusty and grind away rapidly under the trafic, the small particles being displaced by automobiles and vehicles and even by light winds. The removal of such particles opens spaces between the individual shells or pieces of shell, thereby forming pockets whichcollect moisture, etc., and the disintegration of the surface portion of the road rapidly progresses;
In the use of the present invention, particles of shell are freed from shell dust, are
mixed with sand or gravel and this aggregate is mixed with a bituminous material which holds the particles of the aggregate firmly in position, preventing them from grinding'and turning and presenting new surfaces. The mixed material is water-proof and thereby readily sheds thewater and prevents thesame from soaking into the body of the road and disintegrating the same.
It has been discovered-that economical and successful roadways can be constructed by using a mineral aggregate of crushed stone or similar material which is bound and cemented together by a bituminous cement, but not so with shell in its natural state, for the reason that shell possesses peculiar Specification of Letters Patent.
Patented Dec. Ml, 1915.
Application filed September i), 1911. Serial No. 648,575.
characteristics and is of such contour or shape that it must be especially prepared before it is incorporated with the binding material. Shell, oyster and clam shell, is laminated in its texture and if this shell is broken the laminae may be readily detected at the edge portion of the broken particles.
It is the aimaof the present invention to take advantage of the peculiar characteristics of shell in this respect to apply to the edges of broken portions of the same a cement or binding material of abituminous nature for the purpose of coating the shell so that the said material may properly anchor in the particles thereof and at the same t 1me may join with similar coatings of adacent particles to form-a retaining means i for the shell. If the shell of this character is used without breaking the same, the laminae of the shell is not made ragged or exposed to any considerable extent and of adhering to the same. Therefore in the present instance the feature ofexposing the laminae of the shell and rendering the particles thereof ragged at their edges is of the greatest importance.
An important feature of the invention resides in the preparation of the shell and the application of the coating of binding material thereto in such a manner as to cause the particles to connect one with the other throughout the said-material when the mixture is laid as aroad. This coating holds the particles ofshell in desired positions and relation with respect to each other.
- In carrying out the invention, the shell is first broken for the purpose of exposing at the edges of the particles the laminae of the shell in ragged or irregular configuration.
In actual practice I have found that when the shell is broken it is attended with a quantity of Very fine crushed or pulverized particles, and if these particles are in excess they are detrimental by reason of their relatively soft texture and making the mixture undesirably tough and unworkable. Itherefore prefer to separate theseparticles from the larger particles of shell and discard any therefore the coating has little or no chance although they separate the carding fine particles,
spreads over the particles of shell and anchors between the laminae at the ragged edges thereof and also incases the particles of sand or gravel.
When this material. is laid uponthe foundation of a road and compressed by roll ing or tamping, the coatings about the particles come in contact with each other and particles from. each other each piece of shell is surrounded with a layer of bituminous mortar and there fore each particle of shell is cushioned so that as the wear goes on there is always enough mortar around the shell to cling to theparticles which may be crushed, thereby retaining them and maintaining a resisting, dense, tough, resilient surface.
It is to be understood that this surface can be laid to any desired thickness depending on the nature of the grade or subgrade and the amount of trafiic that the pavement is to resist or support and the surface mixture may be made by mixing the ingredients at normal temperatures or by heating the ingredients to facilitate their mixing, spreading and compressing.
The principal advantage had by a pavement constructed in accord with the present invention is the economy of construction and the wearing qualities, making it possible to utilize shell and effect a good substantial, serviceable, resilient and at the same time water-proof road which will withstand the water and the wear and tear of traffic of mechanically'driven and horse drawn vehicles.
Inasmuch as the particles of shell are of spatular configuration and are coated with the bituminous material as stated, these particles when they are deposited and spread over the foundation of a road will have a tendency to turn from edgewise positions under pressure of a roller and lie fiat or approximately horizontal. Inasmuch as the bituminous material .cannot cling as readily to the smooth portions of the shell these portions at the surface of a road will sooner or later become exposed and willin fact constitute the major portion of the surface of the road. The soft bituminous material will work into the ragged edges andbetween the .shell is more easy laminae of the particles of shell and bind and thoroughly bond the particles together.
In my co-pending application Serial No.
648,574, filed concurrently herewith, I have described a modification of the process'of the present application, in which roads originally formed from shells, such as oyster shells, clam shells and the like, can be repaired, by removing a portion of the broken up shells, separating all or a portion of the I fine material therefrom, mixing .sand or other hard fine material therefrom, incorporating this mixture with asphalt, or similar bituminous cementing agent and applying the mixture to a road to be repaired. Obvi ously such modification is included within the scope of the present invention.
It will be noted that the step of removing the fine portions of the shell, and substituting other, and materially different fine materials therefor, produces a very different aggregate, for application for roads, from the mixture of coarse and fine shell material, because, by crushing of the shells, an excessive amount of exceedingly fine particles are produced. The mixing of crushed shell, containing such an excessive amount 0 soft particles is inexpedient since it would require an excessively large amount of the bituminous cementing agent, and also since a mixture of such crushed shell with bitumen is too tough to handle properly. On the contrary, the mixture of sand andcoarse to handle and withthe bitumen, produces a much more wear-resistant road, which is less likely to cause displacement of the surface, known in the art as shifting or ridging. On account of .the
better working properties of the mixture, a 7
.much better road surface can'fbe produced, which is less likely to become slick and sliper P I-iiaving thus described the invention, what is claimed as new is: I
1. A composition of matter suitable for forming pavements, comprising mollusk the laminae thereof, and freedfrom excess of the fine particles composed of the softer parts of said shells produced by such breaking; a fine mineral material of a hardness materially greater than the fine material re-' moved from said shells, with the relatively larger broken particles intimately mixed of shell; and a bituminous cementing agent intimately mixed with the larger pieces of shell and the'finer particles of hard mineral,
material in amount sufiicient to coat substantially all aggregate and the finer mineral matter.
2. The herein described method of producing a plastic material suitable for the construction of roads, which consists in breaking the edges of mollusk shells to exthe particles of the coarser shell shells having theiredges broken to expose pose the laminae thereof; removing the excess of fine particles composed of the softer parts of said shells, produced by such breaking operation; adding fine particles composed of a mineral materially harder than said removed fine material; to the large particles of broken shell to compensate for the removal of the fine particles of shell; and thereafter mixing bituminous material with GEORGE o. WARREN. 7
WVitnesses:
RALPH L. WARREN, G. H. PERKINS.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| US64857511A US1164041A (en) | 1911-09-09 | 1911-09-09 | Paving composition and method of making it. |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| US64857511A US1164041A (en) | 1911-09-09 | 1911-09-09 | Paving composition and method of making it. |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| US1164041A true US1164041A (en) | 1915-12-14 |
Family
ID=3232067
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| US64857511A Expired - Lifetime US1164041A (en) | 1911-09-09 | 1911-09-09 | Paving composition and method of making it. |
Country Status (1)
| Country | Link |
|---|---|
| US (1) | US1164041A (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| US2469728A (en) * | 1945-10-17 | 1949-05-10 | Standard Oil Dev Co | Increasing adhesivity of asphalt to mineral aggregate consisting of mollusk shells |
-
1911
- 1911-09-09 US US64857511A patent/US1164041A/en not_active Expired - Lifetime
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| US2469728A (en) * | 1945-10-17 | 1949-05-10 | Standard Oil Dev Co | Increasing adhesivity of asphalt to mineral aggregate consisting of mollusk shells |
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