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NEVADA READY MIX
WELCOME! Since being founded in 1960, Nevada Ready Mix has grown to become Nevada's number one concrete company. We have a large number of trucks and multiple batch plants around the Las Vegas metropolitan area. It is our philosophy that our customers are the number one priority, and we strive to provide them with the highest qualityproduct
CRAZING CONCRETE SURFACES Crazing is the development of a network of fine random cracks or fissures on the surface of concrete or mortar caused by shrinkage of the surface layer. These cracks are rarely more than 1/8 inch deep and are more noticeable on steel-troweled surfaces. The irregular hexagonal areas enclosed by the cracks are typically no more than 11/2 CRACKING CONCRETE SURFACES 151 Cassia Way, Henderson, Nevada 89014 Phone : 702-457-1115 Fax : 702-457-9070 Web : www.nevadareadymix.com STRUCTURAL LIGHTWEIGHT CONCRETE Structural lightweight concrete has an in-place density (unit weight) on the order of 90 to 115 lb/ ft3 (1440 to 1840 kg/m3) compared to normalweight concrete with a density in the range of 140 to 150 lb/ ft3 (2240 to 2400 kg/m3). For structural applications the concretestrength should be
CURLING OF CONCRETE SLABS Curling is the distortion of a slab into a curved shape by upward or downward bending of the edges. This occurs primarily due to differences in moisture and/or temperature between the top and bottom surfaces of a concrete slab. The distortion can lift the edges or the middle of the slab from the base, leaving an unsupported portion. SCALING CONCRETE SURFACES Scaling is local flaking or peeling of a finished surface of hardened concrete as a result of exposure to freezing and thawing. Generally, it starts as localized small patches which later may merge and extend to expose large areas. Light scaling does not expose the coarse aggregate. Moderate scaling exposes the aggregate and may involve lossof
MAKING CONCRETE CYLINDERS IN THE FIELD Determine the number of layers of concrete to be placed in the mold. For concrete to be consolidated with the tamping rod, place concrete in 3 equal layers for 6 ´ 12-inch cylinders; and in 2 equal layers for 4 ´ 8-inch cylinders. For concrete to be consolidated by vibration, fill the mold in two equal layers.DISCOLORATION
CSurface discoloration is the non-uniformity of color or hue on the surface of a single concrete placement. It may take the form of dark blotches or mottled discoloration on flatwork surfaces, gross color changes in large areas of concrete caused by a change in the concrete mix, or light patches of discoloration caused by efflorescence. TESTING THE COMPRESSIVE STRENGTH OF CONCRETE The compressive strength is calculated from the failure load divided by the cross-sectional area resisting the load and reported in units of pound-force per square inch (psi) in US Customary units or megapascals (MPa) in SI units. Concrete compressive strength requirements can vary from 2500 psi (17 MPa) for residential concreteto 4000 psi (28
CRACKS IN CONCRETE BASEMENT WALLS 1/4″ (12mm) The National Association of Homebuilders requires repair or corrective action when cracks in concrete basements walls allow exterior water to leak into the basement. If the following practices are followed the cracking is minimized: Uniform soil support is provided. Concrete is placed at a moderate slump – up to about 5inches
NEVADA READY MIX
WELCOME! Since being founded in 1960, Nevada Ready Mix has grown to become Nevada's number one concrete company. We have a large number of trucks and multiple batch plants around the Las Vegas metropolitan area. It is our philosophy that our customers are the number one priority, and we strive to provide them with the highest qualityproduct
CRAZING CONCRETE SURFACES Crazing is the development of a network of fine random cracks or fissures on the surface of concrete or mortar caused by shrinkage of the surface layer. These cracks are rarely more than 1/8 inch deep and are more noticeable on steel-troweled surfaces. The irregular hexagonal areas enclosed by the cracks are typically no more than 11/2 CRACKING CONCRETE SURFACES 151 Cassia Way, Henderson, Nevada 89014 Phone : 702-457-1115 Fax : 702-457-9070 Web : www.nevadareadymix.com STRUCTURAL LIGHTWEIGHT CONCRETE Structural lightweight concrete has an in-place density (unit weight) on the order of 90 to 115 lb/ ft3 (1440 to 1840 kg/m3) compared to normalweight concrete with a density in the range of 140 to 150 lb/ ft3 (2240 to 2400 kg/m3). For structural applications the concretestrength should be
CURLING OF CONCRETE SLABS Curling is the distortion of a slab into a curved shape by upward or downward bending of the edges. This occurs primarily due to differences in moisture and/or temperature between the top and bottom surfaces of a concrete slab. The distortion can lift the edges or the middle of the slab from the base, leaving an unsupported portion. SCALING CONCRETE SURFACES Scaling is local flaking or peeling of a finished surface of hardened concrete as a result of exposure to freezing and thawing. Generally, it starts as localized small patches which later may merge and extend to expose large areas. Light scaling does not expose the coarse aggregate. Moderate scaling exposes the aggregate and may involve lossof
MAKING CONCRETE CYLINDERS IN THE FIELD Determine the number of layers of concrete to be placed in the mold. For concrete to be consolidated with the tamping rod, place concrete in 3 equal layers for 6 ´ 12-inch cylinders; and in 2 equal layers for 4 ´ 8-inch cylinders. For concrete to be consolidated by vibration, fill the mold in two equal layers.DISCOLORATION
CSurface discoloration is the non-uniformity of color or hue on the surface of a single concrete placement. It may take the form of dark blotches or mottled discoloration on flatwork surfaces, gross color changes in large areas of concrete caused by a change in the concrete mix, or light patches of discoloration caused by efflorescence. TESTING THE COMPRESSIVE STRENGTH OF CONCRETE The compressive strength is calculated from the failure load divided by the cross-sectional area resisting the load and reported in units of pound-force per square inch (psi) in US Customary units or megapascals (MPa) in SI units. Concrete compressive strength requirements can vary from 2500 psi (17 MPa) for residential concreteto 4000 psi (28
CRACKS IN CONCRETE BASEMENT WALLS 1/4″ (12mm) The National Association of Homebuilders requires repair or corrective action when cracks in concrete basements walls allow exterior water to leak into the basement. If the following practices are followed the cracking is minimized: Uniform soil support is provided. Concrete is placed at a moderate slump – up to about 5inches
STRUCTURAL LIGHTWEIGHT CONCRETE Structural lightweight concrete has an in-place density (unit weight) on the order of 90 to 115 lb/ ft3 (1440 to 1840 kg/m3) compared to normalweight concrete with a density in the range of 140 to 150 lb/ ft3 (2240 to 2400 kg/m3). For structural applications the concretestrength should be
LOW CONCRETE CYLINDER STRENGTH Caps on cylinders must be flat and the average thickness less than 1/4-inch (6-mm) and preferably less than 1/8-inch (3- mm). This is especially significant when testing concrete with strength exceeding 7000 psi (48 MPa). Use minimum 5000 psi (35 MPa) capping material.Restrict
HIGH STRENGTH CONCRETE High strength concrete mixtures generally need to have a low water-cementitious materials ratio (w/ cm). W/cm ratios can be in the range of 0.23 to 0.35. These low w/cm ratios are only attainable with quite large doses of high range water reducing admixtures (or superplasticizers) conforming TESTING THE COMPRESSIVE STRENGTH OF CONCRETE The compressive strength is calculated from the failure load divided by the cross-sectional area resisting the load and reported in units of pound-force per square inch (psi) in US Customary units or megapascals (MPa) in SI units. Concrete compressive strength requirements can vary from 2500 psi (17 MPa) for residential concreteto 4000 psi (28
CURING IN PLACE CONCRETE Curing is the maintaining of an adequate moisture content and temperature in concrete at early ages so that it can develop properties the mixture was designed to achieve. Curing begins immediately after placement and finishing so that the concrete may develop the desired strength and durability. Without an adequate supply of moisture, the CRACKS IN CONCRETE BASEMENT WALLS 1/4″ (12mm) The National Association of Homebuilders requires repair or corrective action when cracks in concrete basements walls allow exterior water to leak into the basement. If the following practices are followed the cracking is minimized: Uniform soil support is provided. Concrete is placed at a moderate slump – up to about 5inches
CONCRETE BLISTERS
Concrete Bister. Blisters are hollow, low-profile bumps on the concrete surface, typically from the size of a dime up to 1 inch (25 mm), but occasionally even 2 or 3 inches (50 – 75 mm) in diameter. A dense troweled skin of mortar about 1/8 in. (3 mm) thick covers an underlying void that moves around under the surface during troweling. JOINTS IN CONCRETE SLABS ON A GRADE Joints are simply pre-planned cracks. Joints in concrete slabs can be created by forming, tooling, sawing, and placement of joint formers. Some forms of joints are: Contraction joints – are intended to create weakened planes in the concrete and regulate the location where cracks, resulting from dimensional changes, will occur. DELAMINATION OF TROWELED CONCRETE SURFACES Bleeding is the upward flow of mixing water in plastic concrete as a result of the settlement of the solids. Delamination occurs when the fresh concrete surface is sealed or densified by troweling while the underlying concrete is still plastic and continues to bleed and/or release air. Delaminations form fairly late in the finishing process CONCRETE PRE-CONSTRUCTION CONFERENCE Information from the National Ready Mixed Concrete Association WHAT is a Pre-Construction Conference? Prior to the start of a job, especially for a major project, a concrete pre-construction conference (some times called a pre-pour meeting) should be held to define and allocate responsibilities of the entire coNEVADA READY MIX
WELCOME! Since being founded in 1960, Nevada Ready Mix has grown to become Nevada's number one concrete company. We have a large number of trucks and multiple batch plants around the Las Vegas metropolitan area. It is our philosophy that our customers are the number one priority, and we strive to provide them with the highest qualityproduct
CRACKING CONCRETE SURFACES 151 Cassia Way, Henderson, Nevada 89014 Phone : 702-457-1115 Fax : 702-457-9070 Web : www.nevadareadymix.com CURLING OF CONCRETE SLABS Curling is the distortion of a slab into a curved shape by upward or downward bending of the edges. This occurs primarily due to differences in moisture and/or temperature between the top and bottom surfaces of a concrete slab. The distortion can lift the edges or the middle of the slab from the base, leaving an unsupported portion. STRUCTURAL LIGHTWEIGHT CONCRETE Structural lightweight concrete has an in-place density (unit weight) on the order of 90 to 115 lb/ ft3 (1440 to 1840 kg/m3) compared to normalweight concrete with a density in the range of 140 to 150 lb/ ft3 (2240 to 2400 kg/m3). For structural applications the concretestrength should be
DISCOLORATION
CSurface discoloration is the non-uniformity of color or hue on the surface of a single concrete placement. It may take the form of dark blotches or mottled discoloration on flatwork surfaces, gross color changes in large areas of concrete caused by a change in the concrete mix, or light patches of discoloration caused by efflorescence. CRAZING CONCRETE SURFACES Crazing is the development of a network of fine random cracks or fissures on the surface of concrete or mortar caused by shrinkage of the surface layer. These cracks are rarely more than 1/8 inch deep and are more noticeable on steel-troweled surfaces. The irregular hexagonal areas enclosed by the cracks are typically no more than 11/2REQUEST A QUOTE
151 Cassia Way, Henderson, Nevada 89014 Phone : 702-457-1115 Fax : 702-457-9070 Web : www.nevadareadymix.com MAKING CONCRETE CYLINDERS IN THE FIELD Determine the number of layers of concrete to be placed in the mold. For concrete to be consolidated with the tamping rod, place concrete in 3 equal layers for 6 ´ 12-inch cylinders; and in 2 equal layers for 4 ´ 8-inch cylinders. For concrete to be consolidated by vibration, fill the mold in two equal layers. LOW CONCRETE CYLINDER STRENGTH Caps on cylinders must be flat and the average thickness less than 1/4-inch (6-mm) and preferably less than 1/8-inch (3- mm). This is especially significant when testing concrete with strength exceeding 7000 psi (48 MPa). Use minimum 5000 psi (35 MPa) capping material.Restrict
CRACKS IN CONCRETE BASEMENT WALLS 1/4″ (12mm) The National Association of Homebuilders requires repair or corrective action when cracks in concrete basements walls allow exterior water to leak into the basement. If the following practices are followed the cracking is minimized: Uniform soil support is provided. Concrete is placed at a moderate slump – up to about 5inches
NEVADA READY MIX
WELCOME! Since being founded in 1960, Nevada Ready Mix has grown to become Nevada's number one concrete company. We have a large number of trucks and multiple batch plants around the Las Vegas metropolitan area. It is our philosophy that our customers are the number one priority, and we strive to provide them with the highest qualityproduct
CRACKING CONCRETE SURFACES 151 Cassia Way, Henderson, Nevada 89014 Phone : 702-457-1115 Fax : 702-457-9070 Web : www.nevadareadymix.com CURLING OF CONCRETE SLABS Curling is the distortion of a slab into a curved shape by upward or downward bending of the edges. This occurs primarily due to differences in moisture and/or temperature between the top and bottom surfaces of a concrete slab. The distortion can lift the edges or the middle of the slab from the base, leaving an unsupported portion. STRUCTURAL LIGHTWEIGHT CONCRETE Structural lightweight concrete has an in-place density (unit weight) on the order of 90 to 115 lb/ ft3 (1440 to 1840 kg/m3) compared to normalweight concrete with a density in the range of 140 to 150 lb/ ft3 (2240 to 2400 kg/m3). For structural applications the concretestrength should be
DISCOLORATION
CSurface discoloration is the non-uniformity of color or hue on the surface of a single concrete placement. It may take the form of dark blotches or mottled discoloration on flatwork surfaces, gross color changes in large areas of concrete caused by a change in the concrete mix, or light patches of discoloration caused by efflorescence. CRAZING CONCRETE SURFACES Crazing is the development of a network of fine random cracks or fissures on the surface of concrete or mortar caused by shrinkage of the surface layer. These cracks are rarely more than 1/8 inch deep and are more noticeable on steel-troweled surfaces. The irregular hexagonal areas enclosed by the cracks are typically no more than 11/2REQUEST A QUOTE
151 Cassia Way, Henderson, Nevada 89014 Phone : 702-457-1115 Fax : 702-457-9070 Web : www.nevadareadymix.com MAKING CONCRETE CYLINDERS IN THE FIELD Determine the number of layers of concrete to be placed in the mold. For concrete to be consolidated with the tamping rod, place concrete in 3 equal layers for 6 ´ 12-inch cylinders; and in 2 equal layers for 4 ´ 8-inch cylinders. For concrete to be consolidated by vibration, fill the mold in two equal layers. LOW CONCRETE CYLINDER STRENGTH Caps on cylinders must be flat and the average thickness less than 1/4-inch (6-mm) and preferably less than 1/8-inch (3- mm). This is especially significant when testing concrete with strength exceeding 7000 psi (48 MPa). Use minimum 5000 psi (35 MPa) capping material.Restrict
CRACKS IN CONCRETE BASEMENT WALLS 1/4″ (12mm) The National Association of Homebuilders requires repair or corrective action when cracks in concrete basements walls allow exterior water to leak into the basement. If the following practices are followed the cracking is minimized: Uniform soil support is provided. Concrete is placed at a moderate slump – up to about 5inches
NEVADA READY MIX
WELCOME! Since being founded in 1960, Nevada Ready Mix has grown to become Nevada's number one concrete company. We have a large number of trucks and multiple batch plants around the Las Vegas metropolitan area. It is our philosophy that our customers are the number one priority, and we strive to provide them with the highest qualityproduct
HISTORY – NEVADA READY MIX History. In 1960, the original Nevada Ready Mix, a Nevada Corporation, was founded as a family owned business. In 1988, the assets of the original Nevada Ready mix were sold to a newly-formed company, the current Nevada Ready Mix Corporation, a Delaware Corporation, owned by MCC Development Corporation. Nevada Ready Mix Corporation acquired the STRUCTURAL LIGHTWEIGHT CONCRETE Structural lightweight concrete has an in-place density (unit weight) on the order of 90 to 115 lb/ ft3 (1440 to 1840 kg/m3) compared to normalweight concrete with a density in the range of 140 to 150 lb/ ft3 (2240 to 2400 kg/m3). For structural applications the concretestrength should be
MAKING CONCRETE CYLINDERS IN THE FIELD Determine the number of layers of concrete to be placed in the mold. For concrete to be consolidated with the tamping rod, place concrete in 3 equal layers for 6 ´ 12-inch cylinders; and in 2 equal layers for 4 ´ 8-inch cylinders. For concrete to be consolidated by vibration, fill the mold in two equal layers. HIGH STRENGTH CONCRETE High strength concrete mixtures generally need to have a low water-cementitious materials ratio (w/ cm). W/cm ratios can be in the range of 0.23 to 0.35. These low w/cm ratios are only attainable with quite large doses of high range water reducing admixtures (or superplasticizers) conforming CURING IN PLACE CONCRETE Curing is the maintaining of an adequate moisture content and temperature in concrete at early ages so that it can develop properties the mixture was designed to achieve. Curing begins immediately after placement and finishing so that the concrete may develop the desired strength and durability. Without an adequate supply of moisture, the CRACKS IN CONCRETE BASEMENT WALLS 1/4″ (12mm) The National Association of Homebuilders requires repair or corrective action when cracks in concrete basements walls allow exterior water to leak into the basement. If the following practices are followed the cracking is minimized: Uniform soil support is provided. Concrete is placed at a moderate slump – up to about 5inches
TESTING THE COMPRESSIVE STRENGTH OF CONCRETE The compressive strength is calculated from the failure load divided by the cross-sectional area resisting the load and reported in units of pound-force per square inch (psi) in US Customary units or megapascals (MPa) in SI units. Concrete compressive strength requirements can vary from 2500 psi (17 MPa) for residential concreteto 4000 psi (28
DELAMINATION OF TROWELED CONCRETE SURFACES Bleeding is the upward flow of mixing water in plastic concrete as a result of the settlement of the solids. Delamination occurs when the fresh concrete surface is sealed or densified by troweling while the underlying concrete is still plastic and continues to bleed and/or release air. Delaminations form fairly late in the finishing process JOINTS IN CONCRETE SLABS ON A GRADE Joints are simply pre-planned cracks. Joints in concrete slabs can be created by forming, tooling, sawing, and placement of joint formers. Some forms of joints are: Contraction joints – are intended to create weakened planes in the concrete and regulate the location where cracks, resulting from dimensional changes, will occur.* 702-457-1115
* 151 Cassia Way, Henderson, Nevada 89014*
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WELCOME!
Since being founded in 1960, Nevada Ready Mix has grown to become Nevada's number one concrete company. We have a large number of trucks and multiple batch plants around the Las Vegas metropolitan area. It is our philosophy that our customers are the number one priority, and we strive to provide them with the highest quality product and bestservice around.
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NEVADA READY MIX
151 Cassia Way, Henderson, Nevada 89014 Phone : 702-457-1115Fax : 702-457-9070
Web : www.nevadareadymix.com* 702-457-1115
* 151 Cassia Way, Henderson, Nevada 89014*
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