Magnum Anchoring Catalog

TABLE OF CONTENTS Section 1 – Introduction 1 About Magnum Piering 2 Quality Manufacturing 2 Quality Materials 4 Technical Support 5 Order Processing 5 Manufacturer Warrantee 6 Section 2 – Helical Piles 7 Helical Pile Product Number Legend 8 Helical Pile Consolidated Specifications Table 9 Helical Pile Sizing Guides 10

Corrosion and Life Expectancy 19 Lateral Shaft Capacity 20

2.8” O.D. Helical Piles 21 3.0" O.D. Helical Piles 22 3.5” O.D. Helical Piles 26 4.5" O.D. Helical Piles 28 5.5” O.D. Helical Piles 32 5.72" O.D. Helical Piles 34

8.63" O.D. Helical Piles 40 Section 3 – Steel Pile Caps 41 Bearing Plate Cap Product Number Legend 42 Tie-Back Cap Product Number Legend 43 Helical Pile Cap Consolidated Specifications Table 44 Grade Beam Caps 48 Bond Bar Caps 50 Tie Back Caps 53 Slab Lifting Cap 58 Wood Beam Caps 60 Wood and Steel Post Base Caps 66 Plate Caps 71

Gusseted Plate Caps 88 Tilted Plate Caps 90 Tilt-Up Brace Caps 92

Section 4 – Drive Tools & Hole Templates 95 Helical Drive Tool Consolidated Specifications Table 96 Bolt Hole Template Consolidated Specifications Table 99

Foot Operated Hydraulic Control 101 Section 5 – Foundation Brackets 104 Bracket Product Number Legend 105 Bracket Consolidated Specifications Table 106 Plate Bracket ‐ for 2 Inch Piles 107 Angle Bracket ‐ for 2 Inch Piles 108 Plate Bracket ‐ for 3 Inch Piles 109 Angle Bracket ‐ for 3 Inch Piles 110 Gusseted Angle Bracket ‐ for 3 Inch Piles 111 Reverse Angle Bracket ‐ for 3 Inch Piles 112 Pivot Bracket ‐ for 3 Inch Piles 113 Lifting Assembly ‐ for 3 Inch Piles 114 Tie Back Bracket ‐ for 3 Inch Piles 116 Section 6 – Push Piers 117 Push Pier Product Number Legend 118 Push Pier Consolidated Specifications Table 119

Push Pier Friction Lead Specifications Table 120 Corrosion and Life Expectancy 121

1.75” Push Piers 122 3.00” Push Piers 123 4.50” Push Piers 125 Section 7 – Push Pier Rams & Accessories 129 3.25” Bore Diam. Hydraulic Ram Kits 130 2.0” Bore Diam. Hydraulic Ram Kits 132 Section 8 – Slabjack Piering System 135 Slabjack Consolidated Specifications Table 136 2.0" Bore Diam. Slabjack Hydraulic Ram Kit 137 1.31” Slabjack Pier 138 Section 9 – Micropile Brackets 139 Micropile Bracket Consolidated Specifications Table 140 Micropile Angle Bracket 141 Micropile Plate Bracket 142 Section 10 – Solar Panel Foundations 143 Solar Pier Consolidated Specifications Table 144 Section 11 – Earth Anchor Systems 145 Dead Man Plate Anchor Consolidated Specifications Table 146 12” Dead Man Plate Anchors 147

Section 12 – Helical Post Bases 149 Helical Post Base Consolidated Specifications Table 150 Helical Post Base Introduction 151 Standard Capacity Post Base 152 High Capacity Post Base 153 Section 13 – Other Foundation Products 155 Other Foundation Products Consolidated Specifications Table 156 3.0” Crawl Space Support Post 157 Basement Reinforcing Beams 158 Boardwalk K-Brace System 159 Boardwalk H-Brace System 160 Section 14 – Piering Hardware 161 Bearing Plate Product Number Legend 162 Miscellaneous Hardware Consolidated Specification Table 163 Magnum Customer Credit Application 166

ABOUT MAGNUM PIERING

MagnumMagnum Piering was founded in 1981 as one of the very first founda-tion repair systems manufacturers in the United States. The Magnum Hydraulic Push Piering System was the company's flagship product line. Now, after 30 years of unparalleled performance and tens of thou-sands of successful projects, this system is recognized by contractors across the country as the most efficient and reliable foundation under-pinning system on the market.

Building on this success, the Magnum product development team designed and introduced the Magnum Helical Pile product line in 2001. The initial 3 inch diameter round shaft product line has now been expanded to include 4.5 and 5.5 inch products with bearing capacities as high as 100 tons. Magnum Helical Piles are now specified by engi-neers for a multitude of different applications including pedestrian boardwalks, houses, solar panels, wind turbines, gas compressors, and multi-story buildings.and multi-story buildings.

The Magnum success story reached a new and important threshold in 2008 with the opening of its new manufacturing plant and world head-quarters located in West Chester, Ohio. This facility provides the company with the ability to produce more foundation products, larger and longer pile sections, and expand to meet the rapidly increasing demands for Magnum Helical Pile and Magnum Push Pier products for years to come.

In addition, Magnum has made significant investments in product testing and quality assurance programs designed to improve and extend the company's commitment to supplying the very finest products in the industry. Two of the most notable programs are:

o ISO 9001:2008 Certificationo ICC-ES Evaluation Report

TheseThese important accreditations position Magnum Piering as one of the leading companies in our industry and insure continued growth and success for our customers and employees for many years to come.

QUALITY MANUFACTURING

Magnum operates a state-of-the-art 30,000 sf manufacturing facility boasting overhead cranes, robotic welding, a CNC laser cutting system, CNC drilling, and a myriad of other equipment. We have the capability to produce large orders with quick turnaround times.

ICC-ES EvaluationMagnumMagnum Piering, Inc. attests that all of its helical pile products have been designed to meet or exceed ICC-ES AC358 criteria. Magnum uses both an internal quality assurance testing program and an outside, independent IAS accredited laboratory to conduct product testing in accordance with AC358. ICC-ES evaluation under the new AC358 criteria means that Magnum’s products meet or exceed the most up-to-date industry standards, which gives you a high level of assurance that the product will perform as designed.assurance that the product will perform as designed.

Magnum Piering, Inc. representatives served as the lead consultant and chair of the Ad Hoc Committee of Helical Foundation Manufactur-ers that drafted AC358. Magnum Piering, Inc. was one of the first com-panies to apply to ICC-Evaluation Services, Inc. for a report number under the new AC358 criteria. A copy of our draft ICC-ES ER report, a letter acknowledging receipt of our application by ICC-ES, and a copy of the IAS laboratory testing report may be obtained by contacting Magnum Piering, Inc. If you would like to review any particular load test data or any part of our quality manual, please feel free to contact us for more information.

ISO 9001:2008 AccreditationISO 9001:2008 was developed as an international standard to confirm that companies have established and maintained a uniform quality management system to better meet the needs of their customers. The standard covers design, development, production and service, and can be used by any business in any industry.

MagnumMagnum Piering, Inc. operates a manufacturing quality control system that is ISO 9001:2008 accredited. Due to the high level of quality control, our customers frequently comment that Magnum’s products meet or exceed manufacturer ratings more often than other brands.


Quality PolicyMagnum Piering, Inc. is the recognized leader in providing high quality, competitively priced foundation systems and services. We are commit-ted to exceeding our customers’ needs through focused efforts on con-tinuous improvement and customer service.

ISO 9001:2008 – The Global Standard for Quality Assurance Benefits & Assurance for Magnum Piering, Inc. Customers

• Continual improvement and striving for complete customer satisfaction

• Efficiency and productivity (minimizing defect costs and optimizing process sequences)

• Minimization of risks in product liability

• Reduced inspection and testing costs

• Reduced costs through the minimization of communication and manufacturing errors

• Consistency of service or product performance

• Increased motivation due to fewer errors and complaints

• Transparency through clearly defined processes

• Continuous process and structural improvements

• Identification and minimization of weaknesses

• The securing of a competitive edge with an internationally recognized certificate


Patented Dual Cutting Edge HelixMagnum’sMagnum’s patented dual-cutting-edge (DCE) helix out performs standard circular helical bearing plates in difficult soil and bedrock con-ditions. The DCE helix offers a truer installation, tracks better, cuts through difficult soils such as gravel, construction debris, or trash, and will penetrate medium hard bedrock formations with an SPT blow count up to 100 to 150 blows per foot, or 50/6 to 50/4. The DCE helix gives you a better chance of getting through tough soil and bedrock situa-tions without the need for pre-drilling. Here is what some customers are saying about Magnum’s DCE.

Mr. Joe LoudermilkPartner – Extreme Technology’s, Atlanta, GA“Magnum’s Helical Piles with the DCE Blade are the best helical piles I’ve ever installed. The blade design virtually eliminates any side-to-side (wobble) motion and the piers advance in our dense clay soils just like a screw into wood.” Mr. Ross KirkOwner – Marco Concrete Lifting, Charleston, WV“Hands down the best blade design for penetrating our dense West Virginia clay soils. The Magnum DCE blade even allows us to pen-etrate our shale formations without deflection or failure. The DCE blades are great!”

Mr. Jerry LipeOwner – Lipe Brothers Construction, Duluth, MN“Our crews specify the Magnum DCE blades for our helical piles because the blade is able to penetrate the Laurentian Shield forma-tions in our region. Often times we encounter these layers at very shallow depths, and the DCE blades will cut through it so we can get below frost depths and into good tight clays."

High Strength Round ShaftsMagnum offers only round high-strength, structural steel tube shafts with rigid couplings because round shafts generally have greater tor-sional capacity, greater buckling capacity, and greater lateral capacity than square or rectangular shafts. This means that helical piles and push piers can be used in new construction for structures with lateral wind and seismic loads. It also means that you can compute buckling conventionally and you can use Magnum helical piles and push piers in soft soils without the need for grout around the shaft.soft soils without the need for grout around the shaft.

QUALITY MATERIALS

Magnum Piering, Inc. manufactures its helical pile and steel push pier products from new, high quality steel. Mill certificates are available for shaft and plate materials.

Better Steel - Better PilesAllAll Magnum 3.00” diameter helical pile and push pier products and many of our other products are manufactured from ASTM A513 steel tubing. This premium steel tubing has higher carbon and alloy content, which means greater strength. ASTM A513 is the common designation for mechanical tubing, which is used in applications that require closer tolerances and when strength to weight ratios are important. This type of tubing is used in applications where dimensions and quality are criticalcritical for products like hydraulic cylinders and shock absorbers. Statis-tical process control is used to reduce variations in tube dimensions and the welding process. Other helical and resistance pile manufacturers produce products made from uncertified, used, or rejected materials.

At Magnum - Better Steel Equals Better Piles.


Engineering

Engineering ServicesMagnumMagnum Piering has partnered with Magnum Geo-Solutions, LLC to provide assistance in engineering projects involving Magnum Piering, Inc. products. Magnum Geo-Solutions, LLC currently operates an engineering office in Fort Collins, Colorado. Here a team of engineers is standing by ready and willing to help with project submittals and design-build support for foundation, shoring, underpinning, repair, and earth retention projects. Magnum Geo-Solutions, LLC’s engineers are licensedlicensed in 25 states within the U.S. and frequently provide support and advice under a peer review system throughout the World. Customers receive a separate contract and are charged by Magnum Geo-Solutions, LLC for engineering services provided.

CAD Design ServicesOur in-house CAD design department and engineers have the talent to design specialty foundation products to suit specific project require-ments and the needs of our customers. Simply put in a request for quote for a specific foundation product, custom cap, or drive tool, and Magnum’s CAD department in conjunction with manufacturing and sales will turn-around a drawing and quote for your approval in typically 24 to 48 hrs.

ORDER PROCESSINGInIn 2010, Magnum Piering, Inc. announced the consolidation of sales and engineering support and the expansion of its customer service department. A team of support specialists has been assembled to better serve your needs. Each member of the support team is equipped and authorized to answer questions, suggest product sizes, and prepare material quotes upon your request. Below is an organizational chart for the new company structure. The support team is standing by toto help answer questions and meet your needs. Simply call or email a team member for help today!

TECHNICAL SUPPORTMagnum Piering, Inc. understands the importance of providing excel-lent technical support. Magnum strives to provide the best, most accessible, most responsive, and most knowledgeable technical support and engineering team in the industry.

ExperienceSince its founding in 1981, Magnum Piering, Inc. has gained the exper-tise that newer companies just don’t have. We have provided engineer-ing support, foundation products, installation observation and load testing for a variety of diverse projects. Our projects range from resi-dential tract homes to high-rise commercial developments, industrial gas compressors, deep excavation shoring, membrane tension struc-tures and NASA launch pads. Our experience has resulted in an extensive and encompassing product line to meet the diverse needs of our clients.

ExpertiseOur director of engineering, Dr. Howard Perko, authored the only book currently available on helical pile installation and design, issued by a world-renowned publisher, John Wiley & Sons. Dr. Perko also authored helical pile additions to the 2009 IBC, and he was an expert consultant on writing of the NYC DOB code on helical piles. Having Magnum’s experts on your team will give you piece of mind

Installation Training

Sales Quotes Shipping


MANUFACTURER WARRANTEE

533201v1MAGNUM PIERING, INC.WARRANTY PROVISIONSLIMITATION ON DAMAGES

MagnumMagnum Piering, Inc. warrants its products and their parts and compo-nents to be free from defects in materials and workmanship for a period of one (1) year from the date of sale. Purchaser’s exclusive remedy under this warranty shall be the correction of any verified defect in workmanship and materials or the replacement of any nonconforming goods, components, or parts, and this warranty shall expire one (1) year after the date of sale. EXCEPT AS SPECIFICALLY SET FORTH HEREIN,HEREIN, MAGNUM PIERING, INC., MAKES NO OTHER WARRAN-TIES, EXPRESS OR IMPLIED, WITH RESPECT TO ITS PRODUCTS AND THEIR PARTS AND COMPONENTS, INCLUDING, BUT NOT LIMITED TO, ANY WARRANTIES OF MERCHANTABILITY OR FITNESS FOR A PARTICULAR PURPOSE OR USE. NOTWITH-STANDING THE FOREGOING WARRANTY, MAGNUM PIERING, INC., SHALL NOT IN ANY EVENT BE LIABLE TO PURCHASER FOR ANY INDIRECT, SPECIAL, INCIDENTAL, OR CONSEQUENTIAL DAMAGES OR LOST PROFITS ARISING OUT OF OR RELATED IN ANY WAY TO THE PURCHASE, INSTALLATION, OR USE OF THE PRODUCTS OF MAGUM PIERING, INC., AND THE PARTS AND COMPONENTS OF THOSE PRODUCTS. THERE ARE NO WAR-RANTIES WHICH EXTEND BEYOND THE DESCRIPTION ON THE FACE HEREOF.

This warranty shall be interpreted and enforced in accordance with the laws of the State of Ohio without regard to the conflicts of law rules of such state, and, further, the laws of the State of Ohio shall exclusively govern any claims, demands, or controversies arising from the sale of the products of Magnum Piering, Inc.

Limitations and Conditions of Sale

AA downpayment is typically required with all orders; invoice balances are due upon receipt of material shipments and are past due thirty (30) days from invoice date. A finance charge of two percent (2%) per month is assessed on all past due accounts. Delinquent accounts are subject to liens and may be sent to collections. Customers are respon-sible for all fees associated with collection of past due accounts. The availability of products may change with time; Magnum reserves the rightright to substitute different products of equal or better capacity. Quotes are typically valid for 30 days from the issue date. The law of the State of Ohio shall govern all customer and purchase agreements, their inter-pretation and performance.

Product sizes, if provided by Magnum Piering, Inc. or its agents and affiliates, are conceptual for bid purposed only. Customer should verify quantity, required design loads, product sizing and other project details themselves. Magnum Piering, Inc. warrants that its materials are free of defects only. Product performance is a function of installation, which Magnum cannot control, and ground conditions, which can vary with location and depth; as such, no warrantee is made, express or implied, regardingregarding product capacity in ground. Magnum recommends bidders include provisions for additional pile length and/or obstructions in their bid documents. Magnum’s complimentary technical support is limited to standard stock drawings of Magnum products, example calculations, and assistance with preliminary pile sizing. Engineering fees will apply for stamped drawings, project specific calculations, and final designs. All engineering services are provided by Magnum Geo-Solutions, LLC.

Customers are advised to perform test installations whenever possible to verify pile depths, pressure, and torque at various locations around project sites prior to ordering material. When test piles are not possible due to schedule, cost, site access, or other reasons, customers are advised to maintain an inventory of helical pile extensions in case pile lengths are greater than anticipated from project boring logs. In order to provide the best price advantage, Magnum custom manufactures pilespiles to specific project requirements when ordered. This allows us the ability to offer a wide variety of lengths, sizes, and configurations. Cus-tomers are encouraged to check with Magnum's support representa-tives regarding specific product lead times and plan accordingly.

Company Contact Information

MAGNUM PIERING, INC.6082 SCHUMACHER PARK DRIVEWEST CHESTER, OH 45069800.822.PIER (7437)

WWW.MAGNUMPIERING.COM


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153,

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Stee

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= Epo

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Magnum® Helical Pile Sizing GuideMH220, MH313, MH325, & MH3521 Series Helical Piles in Cohesive Soils

Cohesive Soil Consistencyvery soft soft medium

stiff stiff very stiff medium hard

35

40

45

50

55

cal P

ile C

apac

ity (t

ons)

very stiff

12S14S14S

Helix Diameters =

Mechanical Limit of MH3251B Pile

5-12S

medium hard

5-14S

Mechanical Limit of MH325BR Piles

10S12S14S

Legend:Single Cutting EdgeDual Cutting Edge


Mechanical Limit of MH3521BR Piles

Limitations: Helical pile sizing charts represent an estimate of the theoretical ultimate capacity of helical piles in ground. Installation torque and load tests, where applicable, should be used to verify capacity. Helical pile performance is a function of installation, which Magnum cannot control, and ground conditions, which can vary with location and depth; as such, no warrantee is made, express or implied, regarding foundation product capacity in ground. Magnum recommends bidders include provisions for additional pile length and/or obstructions in their bid documents.

0

5

10

15

20

25

30

0 5 10 15 20 25 30 35 40 45 50

Req

uire

d U

ltim

ate

Hel

i

Standard Penetration Resistance Blow Count(blows/12 inches)

12D8D10D

8D10D12D

10D12D14D


10D12D

Mechanical Limit of MH220 and MH313BR Piles


Magnum® Helical Pile Sizing GuideMH220, MH313, MH325, & MH3521 Series Helical Piles in Non-Cohesive Soils

Non-Cohesive Soil Densityvery loose loose medium dense dense

30

35

40

45

50

55

cal P

ile C

apac

ity (t

ons)

very stiff

12S14S14S

Helix Diameters =


5-12S

medium hard

10D12D14D

5-14S

10S12S14S



Mechanical Limit of MH3521BR



0

5

10

15

20

25

30

0 5 10 15 20 25 30 35 40 45 50

Req

uire

d U

ltim

ate

Hel

i


12D

8D10D

8D10D12D


10D12D



Magnum® Helical Pile Sizing GuideMH220, MH313, MH325, & MH3521 Series Helical Piles in Sedimentary Rock

Bedrock Hardness

medium hard hard very hard

35

40

45

50

55

cal P

ile C

apac

ity (t

ons)

8D10D

very stiff

Helix Diameters =


medium hard

8D10D12D


10D12D

Legend:Dual Cutting Edge




0

5

10

15

20

25

30

30 35 40 45 50 55 60 65 70 75 80 85 90 95 100 105

Req

uire

d U

ltim

ate

Hel

i


12D

10D



Possible Refusalof Helical Pile

beyond This Point (SPT>50/6")


Magnum® Helical Pile Sizing GuideMH425 & MH431 Series Helical Piles in Cohesive Soils


stiff stiff very stiff medium hard

60

70

80

90

100

cal P

ile C

apac

ity (t

ons)

very stiff

14S16S16S

Helix Diameters =

Mechanical Limit of MH425BR Pile

5-14S

5-16S






0

10

20

30

40

50

0 5 10 15 20 25 30 35 40 45 50

Req

uire

d U

ltim

ate

Hel

i


14D

12D14D

12D14D16D

14D16D

12S14S16S


Magnum® Helical Pile Sizing GuideMH425 & MH431 Series Helical Piles in Non-Cohesive Soils

Non-Cohesive Soil Densityvery loose loose medium dense dense

60

70

80

90

100

cal P

ile C

apac

ity (t

ons)

very stiff

14S16S16S

Helix Diameters =

5-14S

medium hard

12S14S16S

5-16S







0

10

20

30

40

50

0 5 10 15 20 25 30 35 40 45 50

Req

uire

d U

ltim

ate

Hel

i


14D

12D14D

12D14D16D

14D16D


Magnum® Helical Pile Sizing GuideMH425 & MH431 Series Helical Piles in Sedimentary Rock

Bedrock Hardness

medium hard hard very hard

60

70

80

90

100

cal P

ile C

apac

ity (t

ons)

Helix Diameters =

medium hard

14D16D

12D14D







0

10

20

30

40

50

30 35 40 45 50 55 60 65 70 75 80 85 90 95 100 105

Req

uire

d U

ltim

ate

Hel

i


14D

16D

12D




Magnum® Helical Pile Sizing GuideMH530, MH536, MH625, MH637 & MH646 Helical Piles in Cohesive Soils


stiff stiff

-5 19555 19555 184-5 184-5 15255 15255 125-5 125-5 10455 10455 92

very stiff medium hard

120

140

160

180

200

cal P

ile C

apac

ity (t

ons)

20S24S24S

Helix Diameters =

5-20S

5-24S



Mechanical Limit of MH530B and MH637B Piles

Mechanical Limit of MH646B and MH637BR Piles


55 92-5 92


0

20

40

60

80

100

0 5 10 15 20 25 30 35 40 45 50

Req

uire

d U

ltim

ate

Hel

i


20D

16D20D

16D20D24D

20D24D

16S20S24S




Magnum® Helical Pile Sizing GuideMH530, MH536, MH625, MH637 & MH646 Helical Piles in Non-Cohesive Soils

Non-Cohesive Soil Densityvery loose loose

-5 19555 19555 184-5 184-5 15255 15255 125-5 125-5 10455 10455 92

medium dense dense

120

140

160

180

200

cal P

ile C

apac

ity (t

ons)

very stiff

20S24S24S

Helix Diameters =

5-20S

medium hard

16D20D24D

5-24S






55 92-5 92


0

20

40

60

80

100

0 5 10 15 20 25 30 35 40 45 50

Req

uire

d U

ltim

ate

Hel

i


20D

16D20D

16D20D24D

20D24D




Magnum® Helical Pile Sizing GuideMH530, MH536, MH625, MH637 & MH646 Helical Piles in Sedementary Rock

Bedrock Hardness

medium hard

# ## ## ## ## ## ## #-5 #-5 ## ## #

hard very hard

120

140

160

180

200

cal P

ile C

apac

ity (t

ons)

24D

Helix Diameters =

medium hard

20D24D

16D20D





# #-5 #


0

20

40

60

80

100

30 35 40 45 50 55 60 65 70 75 80 85 90 95 100 105

Req

uire

d U

ltim

ate

Hel

i


20D

16D







Magnum® Foundation ProductsCorrosion and Life Expectancy

0 25 50 75 100 125 150

Bare Steel/Painted

Epoxy Powder Coated

Galvanized

Design Lifespan (yrs)*

Structural capacities and section properties shown in this catalog are based on a design lifespan of 75 years in most soil conditions for bare steel or painted surfaces unless noted otherwise. Design lifespan can be extended 16 years by epoxy powder coating or more than doubled by hot-dip zinc galvanizing to ASTM A123/A153.

*Design lifespan is determined by backcalculating the time required for a corrosion loss thickness of 50 mils using the rates of corrosion per ICC-ES Document AC358 Guidelines for Design of Helical Foundation Systems and Devices for moderate to highly corrosive soil conditions. Design lifespan is considerably shorter in conditions indicative of severe pile corrosion. Severe pile corrosion conditions are defined by soil resistivity less than 1,000 ohm-cm, soil pH less than 5.5, soils with high organic content, soil sulfate concentrations greater than 1,000 ppm, soils located in landfills, or soil containing mine waste. Design life also may be shortened for piles anchors caps and brackets exposed to atmosphere or in direct electrical contact with reinforcing steel or structural shortened for piles, anchors, caps and brackets exposed to atmosphere or in direct electrical contact with reinforcing steel or structural

Alternative methods of corrosion loss calculation are available for varying soil conditions and with different building code authorities as shown in the table below from Perko (2009) Helical Piles: A Practical Guide to Design and Installation. Florida DOT and Canadian Building Codes provide other useful references.

MAGNUM technical support personnel can provide assistance with regard to alternative corrosion loss calculation methods. MAGNUM corrosion engineers should be consulted for severe corrosion conditions, for products exposed to atmosphere, and when product applications require direct contact with reinforcing bars or structural steel.


Magnum® Helical PileAllowable Lateral Shaft Capacity (lbs)*

V.Loose Loose Medium Dense V. Soft Soft Medium StiffMH220 2.88 400 800 1,150 1,600 400 800 1,500 2,600MH313 3.00 400 700 1,000 1,400 400 800 1,400 2,400MH325 3.00 500 1,000 1,300 1,800 400 900 1,700 2,900

MH3521 3.50 650 1,150 1,600 2,200 500 1,100 2,000 3,400MH425 4.50 1,000 1,850 2,500 3,500 800 1,600 2,900 5,000MH431 4.50 1,100 2,000 2,800 3,800 800 1,700 3,000 5,200MH530 5.50 1,500 2,700 3,700 5,000 1,000 2,100 3,900 6,800MH536 5.50 1,600 2,900 4,000 5,450 1,100 2,200 4,100 7,100MH625 5.72 1,500 2,600 3,700 5,000 1,000 2,100 3,700 5,000MH637 5.72 1,700 3,100 4,300 5,800 1,100 2,400 4,200 7,100MH646 5.72 1,800 3,400 4,600 6,300 1,200 2,500 4,500 7,700

28d 28d 28d 34d 34d 34d 34d 34d

V.Loose Loose Medium Dense V. Soft Soft Medium StiffMH220 2 88 1 300 1 800 2 000 2 400 800 1 800 2 300 3 100

Shaft Diam., d (in)Helical Pile

Helical Pile Shaft Diam., d

Head Fixity

Head Fixity

Minimum Pile Depth, h =

Non-Cohesive Soils Cohesive Soils


Free Head ConditionP

h

MH220 2.88 1,300 1,800 2,000 2,400 800 1,800 2,300 3,100MH313 3.00 1,100 1,800 2,100 2,400 800 1,600 2,400 3,200MH325 3.00 1,500 2,500 3,400 4,000 900 2,000 3,500 4,900

MH3521 3.50 1,700 3,000 4,100 4,800 1,100 2,300 4,000 5,800MH425 4.50 2,700 4,800 6,600 7,500 1,600 3,300 5,800 8,500MH431 4.50 2,900 5,200 7,100 8,500 1,700 3,500 6,200 9,900MH530 5.50 3,800 7,000 9,600 13,000 2,100 4,400 8,000 13,500MH536 5.50 4,100 7,500 10,400 14,000 2,200 4,700 8,400 14,000MH625 5.72 3,800 7,000 9,500 11,000 2,200 4,400 7,400 12,400MH637 5.72 4,400 8,000 11,000 14,300 2,400 4,900 8,800 14,800MH646 5.72 4,700 8,900 12,000 16,200 2,400 5,200 9,400 16,000

40d 40d 40d 40d 40d 40d 40d 40d

Index Soil Properties:V.Loose Loose Medium Dense V. Soft Soft Medium Stiff

1-4 4-10 10-30 30-50 1-2 2-4 4-8 8-15N/A N/A N/A N/A 0.06 0.02 0.01 0.005

5 25 90 225 30 100 500 10000 0 0 0 200 400 800 1500

25 29 33 39 0 0 0 070 90 110 120 70 90 110 120Unit Wt. (pcf)

*Limitations: IBC2006 states that the allowable lateral capacity of a pile shall be half the load causing 1-inch of deflection. Many professionals use the lateral capacity at adeflection of 0.5 inches as the allowable lateral capacity. The allowable lateral capacities shown in these tables are based on a predicted deflection of 0.5 inches at the groundsurface. Refer to Magnum® Technical Reference Manual for theoretical load:displacement curves and for allowable capacities at other deflection limits. These capacity tablesare based on lateral load applied at ground surface and galvanized shafts with 50 years corrosion in non-severe corrosive conditions. Contact Magnum® technical supportprofessionals for lateral capacity when loads are applied above ground, for other corrosion conditions, or for resistance to bending moments. Occassionally, annular space candevelop around upper portions of the shaft when helical piles have multiple bolted couplings (all Magnum® helical piles larger than 3.5" diameter) or when installation methodscause excessive wobbling. It is recommended that any annular space be grouted from the surface using fast-setting, non-shrink, neat cement grout when lateral capacity isrequired.

Minimum Pile Depth, h =

Strain ε50

p-y Modulus (pci)Cohesion (psf)

Friction Angle (deg)


SPT Blow Count (bpf)

P

Fixed Head Condition

h


SPECIFICATIONS

SHAFT 2.5” Nominal Sched. 40 Pipe ASTM A500 Grade C, or Equivalent

I New= 1.51 in4, Corroded= 1.13 in4 Ag New= 1.68 in2, Corroded= 1.26 in2 S New= 1.05 in3, Corroded= 0.80 in3

COUPLING Outer 1/4" Sleeve BOLTS (1) 7/8" Diam. SAE Grade 5 /ASTM A325

BLADES 3/8" Thick, Helix Die-Pressed ASTM A36, or Better

COATING OPTIONS

Hot-Dip Galvanized (G), Bare Steel (NG), Epoxy Powder Coated (EP)

PROPERTIES 9 ft-1 Ultimate Capacity-to-Torque Ratio

5,000 ft-lbs Maximum Installation Torque STRUCTURAL CAPACITY

30 Tons Ultimate Capacity 15 Tons Allowable Capacity

CAPACITY BY TORQUE 23 Tons Ultimate Compression & Tension 11 Tons Allowable Compression & Tension

MAGNUM® MH220B Helical Piles 23 Ton Ultimate - 11 Ton Allowable Capacity Standard 2.875” Diameter, 0.20" Wall, Round-Shaft with Rigid Coupler & (1) 7/8" Bolt

Description Magnum MH220B Helical Piles have 23 tons ultimate capacity and 11 tons working capacity in compression and tension. Lead sections and extensions couple together to extend helical bearing plates to the desired bearing stratum. Round shafts offer increased lateral and buckling resistance compared to solid square shafts. Capacity calculations are based on average life expectancy of over 75 years for most soil conditions. Patented Magnum Dual-Cutting Edge helical bearing plates (DCE) enhance penetration through dense soils with occasional cobbles and debris. Custom lengths and helix configurations are available upon request. See Magnum Technical Reference Manual for additional information including design tools, prescriptive specifications and example plans.

Note: Helical piles shall be installed to appropriate depth into suitable bearing stratum as determined by geotechnical engineer or local practice. Capacity by torque is based on advancing pile to maximum installation torque. A minimum factor of safety of 2.0 is recommended for determining allowable capacity from correlations with final installation torque. Deflections of 0.5" to 1.0" are typical at allowable capacity. A higher factor of safety may be required for smaller deflections. For tension capacity, helical bearing plates must be deeply embedded. Load tests are recommended when practical.

Magnum Piering, Inc. 6082 Schumacher Park Dr.

West Chester, OH 45069 800-822-7437

www.magnumpiering.com

3.0” Product Line Helical Bearing Plate Specifications & Available Configurations 0.375" Thick; ASTM A36 or Higher 3.00 " Helix Pitch 8", 10", 12", 14" Diameter Standard Circular Helix, or Patented Dual Cutting Edge Helix Sharpened Edges - All Helix *3 ft. Lead or Extension - up to 2 helical bearing plates * 6 ft. Lead or Extension - up to 3 helical bearing plates *10 ft. Lead or Extension - up to 6 helical bearing plates *15 ft. Lead or Extension - up to 10 helical bearing plates * Standard Stocking Length

All Magnum Steel & Products Made in U.S.A. U.S. Patents 6,058,662 and 5,234,287; Other Patents Pending.


SPECIFICATIONS

SHAFT HSS 3.00" x 0.125" Wall ASTM A513 65 KSI, or Equivalent


COUPLING Outer 0.25" Sleeve BOLTS (1) 7/8 " Diam. SAE Grade 5 /ASTM A325

BLADES 0.375" Thick, Helix Die-Pressed ASTM A36, or Better

COATING OPTIONS






MAGNUM® MH313B Helical Piles 16 Ton Ultimate - 8 Ton Allowable Capacity High-Strength 3.00” Diameter, 0.125" Wall, Round-Shaft with Rigid Coupler & (1) 7/8" Bolt




West Chester, OH 45069 800-822-7437



Lead - MHL313B6K8D10D12DG Extension - MHE313B6G



STEEL SPECIFICATIONS



COUPLING Outer 0.25" Sleeve with 0.125" Insert BOLTS (1) 7/8" Diam. SAE Grade 5 /ASTM A325


COATING OPTIONS






MAGNUM® MH313BR Helical Piles 24 Ton Ultimate - 12 Ton Allowable Capacity High-Strength 3.0” Diameter, 0.125" Wall, Round-Shaft with Reinforced (R) Dual Sleeve Rigid Coupler & (1) 7/8" Bolt

Description Magnum MH313BR Helical Piles have 24 tons ultimate capacity and 12 tons working capacity in compression and tension. Lead sections and extensions couple together to extend helical bearing plates to the desired bearing stratum. Round shafts offer increased lateral and buckling resistance compared to solid square shafts. Capacity calculations are based on average life expectancy of over 75 years for most soil conditions. Patented Magnum Dual-Cutting Edge helical bearing plates (DCE) enhance penetration through dense soils with occasional cobbles and debris. Custom lengths and helix configurations are available upon request. See Magnum Technical Reference Manual for additional information including design tools, prescriptive specifications and example plans.



West Chester, OH 45069 800-822-7437



Lead - MHL313BR6K8D10D12DG Extension - MHE313BR6G






COUPLING Outer 0.25" Sleeve BOLTS (1) 7/8" Diam. SAE Grade 5 /ASTM A325


COATING OPTIONS






MAGNUM® MH325B Helical Piles 32 Ton Ultimate - 16 Ton Allowable Capacity High-Strength 3.0” Diameter, 0.25" Wall, Round-Shaft with Rigid Coupler & (1) 7/8" Bolt Description Magnum MH325B Helical Piles have 32 tons ultimate capacity and 16 tons working capacity in compression and tension. Lead sections and extensions couple together to extend helical bearing plates to the desired bearing stratum. Round shafts offer increased lateral and buckling resistance compared to solid square shafts. Capacity calculations are based on average life expectancy of over 75 years for most soil conditions. Patented Magnum Dual-Cutting Edge helical bearing plates (DCE) enhance penetration through dense soils with occasional cobbles and debris. Custom lengths and helix configurations are available upon request. See Magnum Technical Reference Manual for additional information including design tools, prescriptive specifications and example plans.



West Chester, OH 45069 800-822-7437









COUPLING Outer 0.31" Sleeve with 0.25" Insert BOLTS (1) 1" Diam. SAE Grade 8 / ASTM A490


COATING OPTIONS






MAGNUM® MH325BR Helical Piles 50 Ton Ultimate - 25 Ton Allowable Capacity High-Strength 3.0” Diameter, 0.25" Wall, Round-Shaft with Reinforced (R) Dual Sleeve Coupler & (1) 1" Bolt Description Magnum MH325BR Helical Piles have 50 tons ultimate capacity and 25 tons working capacity in compression and tension. Lead sections and extensions couple together to extend helical bearing plates to the desired bearing stratum. Round shafts offer increased lateral and buckling resistance compared to solid square shafts. Capacity calculations are based on average life expectancy of over 75 years for most soil conditions. Patented Magnum Dual-Cutting Edge helical bearing plates (DCE) enhance penetration through dense soils with occasional cobbles and debris. Custom lengths and helix configurations are available upon request. See Magnum Technical Reference Manual for additional information including design tools, prescriptive specifications and example plans.



West Chester, OH 45069 800-822-7437









COUPLING Outer 0.31" Sleeve BOLTS (1) 1" Diam. SAE Grade 8 / ASTM A490


COATING OPTIONS






MAGNUM® MH3521B Helical Piles 35 Ton Ultimate - 18 Ton Allowable Capacity High-Strength 3.5” Diameter, 0.21" Wall, Round-Shaft with Standard Coupler & (1) 1" Bolt Description Magnum MH3521B Helical Piles have 35 tons ultimate capacity and 18 tons working capacity in compression and tension. Lead sections and extensions couple together to extend helical bearing plates to the desired bearing stratum. Round shafts offer increased lateral and buckling resistance compared to solid square shafts. Capacity calculations are based on average life expectancy of over 75 years for most soil conditions. Patented Magnum Dual-Cutting Edge helical bearing plates (DCE) enhance penetration through dense soils with occasional cobbles and debris. Custom lengths and helix configurations are available upon request. See Magnum Technical Reference Manual for additional information including design tools, prescriptive specifications and example plans.



West Chester, OH 45069 800-822-7437

www.magnumpiering.com .



All Magnum Steel & Products Made in U.S.A. U.S. Patents 6,058,662 and 5,234,287; Other Patents Pending





COUPLING Outer 0.31" Sleeve and 0.25” Insert BOLTS (1) 1" Diam. SAE Grade 8 / ASTM A490


COATING OPTIONS






MAGNUM® MH3521BR Helical Piles 46 Ton Ultimate - 23 Ton Allowable Capacity High-Strength 3.5” Diameter, 0.21" Wall, Round-Shaft with Reinforced(R) Coupler & (1) 1" Bolt Description Magnum MH3521BR Helical Piles have 46 tons ultimate capacity and 23 tons working capacity in compression and tension. Lead sections and extensions couple together to extend helical bearing plates to the desired bearing stratum. Round shafts offer increased lateral and buckling resistance compared to solid square shafts. Capacity calculations are based on average life expectancy of over 75 years for most soil conditions. Patented Magnum Dual-Cutting Edge helical bearing plates (DCE) enhance penetration through dense soils with occasional cobbles and debris. Custom lengths and helix configurations are available upon request. See Magnum Technical Reference Manual for additional information including design tools, prescriptive specifications and example plans.



West Chester, OH 45069 800-822-7437







SHAFT HSS 4.50 x 0.25 wall ASTM A513 65 KSI, or Equivalent


COUPLING 0.31" Wall Collar BOLTS (2) 1-1/4" Diameter SAE Grade 5 / ASTM A325


COATING OPTIONS


CAPACITIES 5.7 ft-1 Ultimate Capacity-to-Torque Ratio


96 Tons Ultimate Capacity 48 Tons Allowable Capacity BY TORQUE - COMPRESSION & TENSION 63 Tons Ultimate Compression & Tension 31 Tons Allowable Compression & Tension

MAGNUM® MH425B Helical Piles 63 Ton Ultimate - 31 Ton Allowable Capacity High-Strength 4.5” Diameter, 0.25" Wall, Round-Shaft with Rigid Coupler & (2) 1-1/4" Bolts




West Chester, OH 45069 800-822-7437


4.5” Product Line Helical Bearing Plate Specifications & Available Configurations 0.625" Thick; ASTM A36 or Higher 3.63" Blade Pitch 10", 12", 14", 16" Diameter Standard Circular Helix, or Patented Dual Cutting Edge Helix Sharpened Edges - All Helix *5 ft. Lead or Extension - up to 2 helical bearing plates *7 ft. Lead or Extension - up to 3 helical bearing plates *10 ft. Lead or Extension - up to 4 helical bearing plates *15 ft. Lead or Extension - up to 6 helical bearing plates * Standard Stocking Length

Lead - MHL425B7M10S12S14SG Extension - MHE425B7G




SHAFT HSS 4.50" x 0.25" wall ASTM A513 65 KSI, or Equivalent


COUPLING 0.31" Wall Collar with 0.375" Insert BOLTS (2) 1-1/4" Diameter SAE Grade 5 / ASTM A325


COATING OPTIONS


PROPERTIES 5.7 ft-1 Ultimate Capacity-to-Torque Ratio




MAGNUM® MH425BR Helical Piles 77 Ton Ultimate - 38 Ton Allowable Capacity High-Strength 4.50” Diameter, 0.25" Wall, Round-Shaft with Reinforced (R) Dual Sleeve Coupler & (2) 1-1/4" Bolts




West Chester, OH 45069 800-822-7437



Lead - MHL425BR7M10S12S14SG Extension - MHE425BR7G








COATING OPTIONS









West Chester, OH 45069 800-822-7437



Lead - MHL431B7M12S14S16SG Extension - MHE431B7G






COUPLING 0.31" Wall Collar with 0.25" Insert BOLTS (2) 1-1/4" Diameter SAE Grade 5 / ASTM A325


COATING OPTIONS





MAGNUM® MH431BR Helical Piles 91 Ton Ultimate - 46 Ton Allowable Capacity High-Strength 4.50” Diameter, 0.31" Wall, Round-Shaft with Reinforced (R) Dual Sleeve Coupler & (2) 1-1/4" Bolts Description Magnum MH431BR Helical Piles have 91 tons ultimate capacity and 46 tons working capacity in compression and tension. Lead sections and extensions couple together to extend helical bearing plates to the desired bearing stratum. Round shafts offer increased lateral and buckling resistance compared to solid square shafts. Capacity calculations are based on average life expectancy of over 75 years for most soil conditions. Patented Magnum Dual-Cutting Edge helical bearing plates (DCE) enhance penetration through dense soils with occasional cobbles and debris. Custom lengths and helix configurations are available upon request. See Magnum Technical Reference Manual for additional information including design tools, prescriptive specifications and example plans.



West Chester, OH 45069 800-822-7437



Lead - MHL431BRMB12S14S16SG Extension - MHE431BR7G




SHAFT HSS 5.50" x 0.30" wall

API Grade P-110, 125 KSI Yield or Equivalent



HELICES 0.875" Thick, Helix Die-Pressed True Helix ASTM A36, or Better

COATING OPTIONS




273 Tons Ultimate Capacity 137 Tons Allowable Capacity BY TORQUE - COMPRESSION & TENSION

125 Tons Ultimate Compression & Tension 62 Tons Allowable Compression & Tension

MAGNUM® MH530B Helical Piles 125 Ton Ultimate - 62 Ton Allowable High-Strength 5.50” Diameter, 0.30" Wall, Round-Shaft with Rigid Coupler & (3)1-1/2" Bolts Description Magnum MH530B Helical Piles have 125 tons ultimate capacity and 62 tons working capacity in compression and tension. Lead sections and extensions couple together to extend helical bearing plates to the desired bearing stratum. Round shafts offer increased lateral and buckling resistance compared to solid square shafts. Capacity calculations are based on average life expectancy of over 75 years for most soil conditions. Patented Magnum Dual-Cutting Edge helical bearing plates (DCE) enhance penetration through dense soils with occasional cobbles and debris. Custom lengths and helix configurations are available upon request. See Magnum Technical Reference Manual for additional information including design tools, prescriptive specifications and example plans.



West Chester, OH 45069 800-822-7437


5.5” Product Line Helical Bearing Plate Specifications & Available Configurations 0.875" Thick; ASTM A36 or Higher 3.88" Helix Pitch 12", 16", 20", 24" Diameter Standard Circular Helix, or Patented Dual Cutting Edge Helix Sharpened Edges - All Helix *6 ft. Lead or Extension - up to 2 helical bearing plates *10 ft. Lead or Extension - up to 3 helical bearing plates *15 ft. Lead or Extension - up to 5 helical bearing plates * Standard Stocking Length




SHAFT HSS 5.50" x 0.36" wall

API Grade C-95, 100 KSI Min. Yield, or Equivalent



HELICES 0.875" Thick, Helix Die-Pressed True Helix ASTM A36, or Better

COATING OPTIONS









West Chester, OH 45069 800-822-7437


5.5” Product Line Helical Bearing Plate Specifications & Available Configurations 0.875" Thick; ASTM A36 or Higher 3.88" Helix Pitch 12", 16", 20", 24" Diameter Standard Circular Helix, or Patented Dual Cutting Edge Helix Sharpened Edges - All Helix *6 ft. Lead or Extension - up to 2 helical bearing plates *10 ft. Lead or Extension - up to 3 helical bearing plates *15 ft. Lead or Extension - up to 5 helical bearing plates * Standard Stocking Length

Lead - MHL536B9O12S16S20SG Extension - MHE536B9G








COATING OPTIONS








West Chester, OH 45069 800-822-7437


6” Product Line Helical Bearing Plate Specifications & Available Configurations 0.875" Thick; ASTM A36 or Higher 3.88" Blade Pitch 12", 16", 20", 24" Diameter Standard Circular Helix, or Patented Dual Cutting Edge Helix Sharpened Edges - All Helix *6 ft. Lead or Extension - up to 2 helical bearing plates *10 ft. Lead or Extension - up to 3 helical bearing plates *15 ft. Lead or Extension - up to 5 helical bearing plates * Standard Stocking Length

Lead - MHL625B9O12S16S20SNG Extension - MHE625B9NG






COUPLING 0.46" Wall Collar with 0.25" Wall Insert BOLTS (3) 1-1/2" Diameter SAE Grade 5 / ASTM A325


COATING OPTIONS






MAGNUM® MH625BR Helical Piles 104 Ultimate - 52 Ton Allowable Capacity High-Strength 5.72” Diameter, 0.25" Wall, Round-Shaft with Reinforced (R) Dual Sleeve Coupler & (3) 1-1/2" Bolts Description Magnum MH625BR Helical Piles have 104 tons ultimate capacity and 52 tons working capacity in compression and tension. Lead sections and extensions couple together to extend helical bearing plates to the desired bearing stratum. Round shafts offer increased lateral and buckling resistance compared to solid square shafts. Capacity calculations are based on average life expectancy of over 75 years for most soil conditions. Patented Magnum Dual-Cutting Edge helical bearing plates (DCE) enhance penetration through dense soils with occasional cobbles and debris. Custom lengths and helix configurations are available upon request. See Magnum Technical Reference Manual for additional information including design tools, prescriptive specifications and example plans.



West Chester, OH 45069 800-822-7437



Lead - MHL625BR9M12S16S20SNG Extension - MHE625BR9NG






COUPLING 0.46" Wall Collar

BOLTS (3) 1-1/2" Diameter SAE Grade 5 / ASTM A325


COATING OPTIONS






MAGNUM® MH637B Helical Piles 124 Ton Ultimate - 62 Ton Allowable Capacity High-Strength 5.72” Diameter, 0.37" Wall, Round-Shaft with Rigid Coupler & (3) 1-1/2" Bolts Description Magnum MH637B Helical Piles have 124 tons ultimate capacity and 62 tons working capacity in compression and tension. Lead sections and extensions couple together to extend helical bearing plates to the desired bearing stratum. Round shafts offer increased lateral and buckling resistance compared to solid square shafts. Capacity calculations are based on average life expectancy of over 75 years for most soil conditions. Patented Magnum Dual-Cutting Edge helical bearing plates (DCE) enhance penetration through dense soils with occasional cobbles and debris. Custom lengths and helix configurations are available upon request. See Magnum Technical Reference Manual for additional information including design tools, prescriptive specifications and example plans.

Note: Helical piles shall be installed to appropriate depth into suitable bearing stratum as determined by geotechnical engineer or local practice. Capacity by torque is based on advancing pile to maximum installation torque. A minimum factor of safety of 2.0 is recommended for determining allowable capacity from correlations with final installation torque. Deflections of 0.5" to 1.0" are typical at allowable capacity. A higher factor of safety may be required for tolerable deflections. For tension capacity, helical bearing plates must be deeply embedded. Load tests are recommended when practical.


West Chester, OH 45069 800-822-7437












COATING OPTIONS






MAGNUM® MH637BR Helical Piles 150 Ton Ultimate - 75 Ton Allowable High-Strength 5.72” Diameter, 0.37" Wall, Round-Shaft with Dual-Sleeve Reinforced (R) Coupler & (3) 1-1/2" Bolts




West Chester, OH 45069 800-822-7437



Lead - MHL637BR9M12S16D20SNG Extension - MHE637BR9NG









COATING OPTIONS










West Chester, OH 45069 800-822-7437









COUPLING 0.46" Wall Collar with 0.46" Insert



COATING OPTIONS






MAGNUM® MH646BR Helical Piles 184 Ton Ultimate - 92 Ton Allowable Capacity High-Strength 5.72” Diameter, 0.46" Wall, Round-Shaft with Dual-Sleeve Reinforced (R) Coupler & (3) 1-1/2" Bolts




West Chester, OH 45069 800-822-7437



Lead - MHL646BR9O12S16S20SNG Extension - MHE646BR9NG









COATING OPTIONS




175 Tons Ultimate Capacity 88 Tons Allowable Capacity GEOTECHNICAL CAPACITY BY TORQUE

132 Tons Ultimate Compression & Tension 66 Tons Allowable Comp. & Tension




West Chester, OH 45069 800-822-7437


6” Product Line Helical Bearing Plate Specifications & Available Configurations 0.875" Thick; ASTM A36 or Higher 3.00" Blade Pitch 16", 20", 24" Diameter Standard Circular Helix, or Patented Dual Cutting Edge Helix Sharpened Edges - All Helix *6 ft. Lead or Extension - up to 1 helical bearing plates *10 ft. Lead or Extension - up to 2 helical bearing plates *15 ft. Lead or Extension - up to 3 helical bearing plates * Standard Stocking Length




HC)

tion for Bearing Plate Caps Inches (2)=3", (3

)=3.1", (35)=3.6",

9"

(K)=3/8", (L)=1/2", (M

)=5/8", (N)=3/4",

10",11") - Custom Sizes Available


pe (B or B1)=Single Bolt, (BR2 or

riple Boltalvanized, or (E

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Mag

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Unique Numeric Designatio Collar Inside Diameter in In

(4)=4.6", (5)=5.6", (6

) = 5.9

Plate Thickness (J)=1/4", (

(O)=7/8", (P)=1" Plate Length (5",6",8",9",1

Plate Width (5",6",8",9",10

Pile Shaft Connection Type

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1300

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0, #14, #20) Grade 7536") - C

ustom Lengths Available

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Unique Numeric Designation

Helical Pile Shaft Size - (2

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(5)=5.5", (6) = 5.72" Threadbar Designation (#10,

Threadbar Length (18",24",3Collar- (B

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1080

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191

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00

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Mag

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Hel

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Pile

Cap

s

Sys

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300-

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312

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300-

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150

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300-

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65BR

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025

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300-

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5.50

11.5

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eceiv

e Bra

ceG,

NG,

EP


Ultim

ate

(tons

)Co

mp /

Tens

Allo

wabl

e(to

ns)

Comp

/ Te

ns

Mag

num

®

Hel

ical

Pile

Cap

s

Sys

tem

Rat

ings

& S

peci

fica

tion

s

Nam

e

Fits

He

lical

Pile

Diam

.(in

)

Stru

ctur

al Ca

pacit

y*

Desc

riptio

nSu

rface

Co

atin

g**

Sche

mat

icTh

read

bar

Diam

.

Mag

num

®P

ieri

ngH

elic

al P

ile C

ap S

peci

fica

tion

s (C

ont.

)

MP30

01-3

Clev

is Ca

p3.0

050

/ 50

25 / 2

5U-

Shap

ed P

late w

ith 2.

5" D

iam. H

ole fo

r Cab

le At

tachm

ent

G, N

G, E

P

MP30

01-4

Clev

is Ca

p4.5

097

/ 97

48 / 4

8U-

Shap

ed P

late w

ith 2.

9" D

iam. H

ole fo

r Cab

le At

tachm

ent

G, N

G, E

P

NOTE

S: *

Stru

ctura

l cap

acity

of ca

p and

pile

syste

m ma

y be l

imite

d by t

he ca

pacit

y of t

he pi

le an

d the

stru

cture

to w

hich t

he ca

p is c

onne

cted.

See

Mag

num®

Heli

cal P

ile S

pecif

icatio

ns fo

r mor

e info

rmati

on.

Capa

city o

f the

stru

cture

shall

be de

termi

ned

by an

engin

eer.

**G

= Ho

t-Dip

Zinc G

alvan

ized p

er A

STM

A123

/A15

3, NG

= B

are S

teel, E

P =

Epox

y Pow

der C

oated

per I

CC-E

S AC

228,

P =

Magn

um B

lue P

aint.

As M

agnu

m is

comm

itted t

o tes

ting a

nd im

prov

ing pr

oduc

ts, th

ese s

pecif

icatio

ns ar

e su

bject

to ch

ange

. Ad

dition

al pr

oduc

t spe

cifica

tions

avail

able

at ww

w.m

agnu

mpi

erin

g.co

m an

d in t

he M

agnu

m H

elica

l Pile

Eng

inee

ring

Manu

al av

ailab

le up

on re

ques

t.

#10

#14


P

U

A

MAl(2)Fit

De

Matonreinin acaptwo

Nococawh

Collar Tube

End Effecter

Pile Connection

Surface Coating

Compatibility

Ultimate Compre

Allowable Compr

MAGNUllowable C) No. 7, Gr. ts MH313, M

escription

gnum MHC1000s working capacnforcing steel baaccordance withp is attached vao-way punching s

ote: Cap capacity nnection. Capacpacity of soil, or

hichever is less.

SPECIF0.25 in.

(2)

(1)

Galvanized (NG), or Ep

CAP C

ession / Tension

ression / Tension

UM® MHCapacity - A706 ReinfMH313R, M

0-3 grade beamcity in tension. Tars for attachmen ICC-ES documries by project ashear, and bear

takes into accoucity may be limiter strength of the

FICATIONS x 3.13 in. I.D. AS

#7 GR-A706 Ba

7/8" SAE GR5 /

per ASTM A153poxy Coated per

MH313, MH313

CAPACITY

n 50 T

n 25 T

HC1000- 25 Tons forcing SteeH325 Magn

cap has 50 tonThe grade beamnt to cast-in-plac

ment AC358 as wand is the respoing.

nt strength of coled by the helical structure to wh

STM A513 GR6

ars Horizontal

/ ASTM A325

3/A123 (G), Barer ICC-ES AC228

3R, MH325

Tons / 32 Tons

Tons / 16 Tons

0-3 Gra Compresel Bars Horiznum® Helica

ns ultimate capam cap consists ofce concrete for nwell as IBC, ACIonsibility of regis

AU

lar, end effecter, pile itself, bearinich the cap is a

5+

e Steel 8 (EP)

ade Beassion / 16 zontal & 3.1al Piles

acity, 25 tons wof a collar tube wnew construction, and AISC cod

stered design pr

A

f

All Magnum SteelU.S. Patents 6,058

and pileg/pullout

attached,

am CapTons Ten3-Inch I.D.

orking capacity ith bolt hole for cn and foundationes. Design androfessional inclu

Installation Note

After installation oand capacity, begFor Bolted "B" apa Magnum drill tesnug-tighten nut. using the manufafrom surfaces prioof plate cap on pil

l & Products Mad8,662 and 5,234,2

p nsion

Collar

in compression connection to Mn augmentation. d detailing of theding minimum c

s:

of a Magnum Hegin by cutting-off plications, drill conemplate. Install t For Welded "W"actured holes in tor to welding. In ee shaft.

de in U.S.A. 87; Other Patents

and 32 tons ultagnum helical p The grade bea

e structure to whconcrete cover f

lical Pile to the cthe pile shaft at tnnection holes thrthe pile cap, pile " applications, pluthe cap collar tubeither application, e

Magnum 6082 Sc

West C

www.m

s Pending.

imate capacity, piles and horizonam cap is designhich the helical pfor one-way she

correct depth, torqthe proper elevatru the pile shaft usconnection bolt,

ug weld cap in-plbe. Remove coatiensure direct bea

Piering, Inchumacher Park Chester, OH 450

800-822-74magnumpiering.c

16 ntal ned pile ear,

que, tion. sing and ace ngs ring

nc. Dr. 069 437 com


P

MAl(2)Fit

DeMaconconas res

Nococawh

Collar Tube

End Effecter

Pile Connection

Surface Coating

Compatibility

Ultimate Comp

Allowable Com

MAGNUllowable C) No. 7, Gr. ts MH325R

escription gnum MHC1000

nsists of a collarncrete for new coIBC, ACI, and ponsibility of reg


hichever is less.

SPECI

0.31 in.

(2)

(2


CAP

pression / Tensio

pression / Tensi

UM® MHCapacity - A706 Reinf Magnum®

0-3R grade beamr tube with bolt honstruction and fAISC codes.

gistered design p


IFICATIONS

x 3.13 in. I.D. A

#7 GR-A706 Ba

2) 1" SAE GR5 /


MH325

CAPACITY

on 5

ion 2

HC1000- 25 Tons forcing SteeHelical Pile

m cap has 50 tohole for connectfoundation augmDesign and det

professional incl


ASTM A513 GR6

ars Horizontal

ASTM A325


5R

0 Tons / 50 Ton

5 Tons / 25 Ton

0-3R Gr Compresel Bars Horizs

ns ultimate capation to Magnum mentation. The gtailing of the studing minimum

AU

llar, end effecter, pile itself, bearin

hich the cap is a

65+

e Steel 8 (EP)

s

s

rade Bssion / 25 zontal & 3.1

acity, 25 tons wo helical piles angrade beam captructure to whicconcrete cover f


and pileg/pullout

attached,

eam CTons Ten3-Inch I.D.

orking capacity id horizontal rein

p is designed in ach the helical pfor one-way she

Installation N

After installattorque, and celevation. Forpile shaft usiconnection applications, the cap collar


ap nsion

Collar

n compression anforcing steel baaccordance withile cap is attac

ear, two-way pun

Notes:

tion of a Magnucapacity, begin byr Bolted "B" appling a Magnum drbolts, and snuplug weld cap in-

r tube. Remove co


and tension. Thars for attachmeh ICC-ES documched varies by pnching shear, an

m Helical Pile toy cutting-off the pications, drill connrill template. Instug-tighten nuts. place using the m

oatings from surfac

Magnum 6082 Sc

West C

www.m

s Pending.

he grade beam cent to cast-in-pla

ment AC358 as wproject and is td bearing.

o the correct dele shaft at the pro

nection holes thru tall the pile cap,

For Welded manufactured holeces prior to weldin



cap ace well the

epth, oper the pile "W"

es in ng.

nc. Dr. 069 437 com


P

A

MAl(2)Fit

De

Maof anewandreg

Noteconncapawhic

Collar Tube

End Effecter

Pile Connection

Surface Coating

Compatibility

Ultimate Compr

Allowable Comp


escription

gnum MHC1040a collar tube withw construction ad AISC codes. istered design p

e: Cap capacity tnection. Capacitacity of soil, or chever is less.

SPECIF

0.25 in. x

(2)

(1) 7

Galvanized p(NG), or Epo

M

CAP C

ression / Tensio

pression / Tensio


0-3 bond bar caph bolt hole for c

and foundation a Design and de

professional inclu

takes into accounty may be limitedstrength of the

FICATIONS

x 3.13 in. I.D. AS

) #7 GR-A706 Ba

7/8" SAE GR5 /

per ASTM A153/oxy Coated per

MH313, MH313R

CAPACITY

n 32

on 16

HC1040- 16 Tons forcing Stee

MH325 Magn

p has 32 tons ultonnection to Ma

augmentation. Tetailing of the studing minimum c

nt strength of colld by the helical structure to whi

STM A513 GR65

ars Vertical

ASTM A325

/A123 (G), Bare ICC-ES AC228

R, MH325

Tons / 32 Tons

Tons / 16 Tons

0-3 Bon Compresel Bars Vertnum® Helica

timate capacity, agnum helical piThe bond bar catructure to whicconcrete cover f

All MU.S


5+

Steel (EP)

nd Barssion / 16 ical & 3.13-al Piles

16 tons workingles and vertical

ap is designed inch the helical pifor one-way shea

Magnum Steel & . Patents 6,058,66

and pileg/pullout

attached,

Cap Tons TenInch I.D. Co

g capacity in com reinforcing steen accordance wile cap is attachar, two-way punc

Installation Note

After installation oand capacity, begFor Bolted "B" apa Magnum drill tesnug-tighten nutsusing the manufafrom surfaces prio

Products Made i62 and 5,234,287;

nsion ollar

mpression and teel bars for attachith ICC-ES docuhed varies by pching shear, and

es:

of a Magnum Hegin by cutting-off plications, drill con

emplate. Install ths. For Welded "Wactured holes in tor to welding.

in U.S.A. ; Other Patents Pe

ension. The bonhment to cast-in-ument AC358 asproject and is thd bearing.

lical Pile to the cthe pile shaft at tnnection holes thrhe pile cap, pile c" applications, pluthe cap collar tub

Magnum 6082 Sc

West C

www.m

ending.

nd bar cap consis-place concrete s well as IBC, Ahe responsibility

orrect depth, torqthe proper elevatiru the pile shaft usconnection bolts, aug weld cap in-plabe. Remove coatin



sts for CI, of

que, ion. sing and ace ngs

nc. Dr. 069 437 com


P

MAl(3)FitDe

MaconconIBCof r

Noteconcapis le

Collar Tube

End Effector

Pile Connection

Surface Coating

Compatibility

Ultimate Comp

Allowable Comp

MAGNUllowable C) No. 7, Gr. ts MH325R escription

gnum MHC1040nsists of a collarncrete for new coC, ACI, and AISCregistered design

e: Cap capacity tnection. Capacitacity of soil, or str

ess.

SPECIF

0.31 in. x

(3)

(2)


CAP C

pression / Tensio

pression / Tensio

UM® MHCapacity - A706 Reinf Magnum®

0-3R bond bar r tube with bolt onstruction and fC codes. Design professional in

takes into accounty may be limitedrength of the struc

FICATIONS

x 3.13 in. I.D. AS

) #7 GR-A706 Ba

1" SAE GR5 / A


MH325R

CAPACITY

on 50

on 25

HC1040- 25 Tons forcing SteeHelical Pile

cap has 50 ton hole for connecfoundation augmn and detailing o

ncluding minimum

nt strength of cold by the helical

cture to which the c

STM A513 GR65

ars Vertical

ASTM A325


R

0 Tons / 50 Tons

5 Tons / 25 Tons

0-3R Bo Compresel Bars Vertis

s ultimate capaction to Magnummentation. The bof the structure m concrete cove

All MagU.S. Pa

lar, end effecter, pile itself, bearincap is attached, w

5+

Steel (EP)

s

s

ond Bassion / 25

cal & 3.13-I

acity, 25 tons wom helical piles abond bar cap is to which the hel

er for one-way sh

gnum Steel & Proatents 6,058,662 a

and pileng/pulloutwhichever

ar CapTons TenInch I.D. Co

orking capacity and vertical rein designed in acclical pile cap is ahear, two-way p

Installation No

After installatioand capacity, bFor Bolted "B" using a Magnubolts, and snugcap in-place uRemove coatin

oducts Made in Uand 5,234,287; Ot

nsion ollar

in compressionforcing steel ba

cordance with ICattached varies unching shear, a

otes:

n of a Magnum Hbegin by cutting-of applications, drilum drill template. g-tighten nuts. Fousing the manufangs from surfaces

U.S.A. ther Patents Pend

and tension. Tars for attachmeCC-ES document

by project and isand bearing.

elical Pile to the cff the pile shaft at l connection hole Install the pile

or Welded "W" apactured holes in tprior to welding.

Magnum 6082 Sc

West C

www.m

ing.

The bond bar cent to cast-in-plat AC358 as well s the responsibi

correct depth, torqthe proper elevati

es thru the pile shcap, pile connectplications, plug wthe cap collar tu



cap ace as lity

ue, on. haft tion

weld be.

nc. Dr. 069 437 com


P

A

MAl(4)Fit

De

Maof anewandreg

Collar Tube

End Effector

Pile Connection

Surface Coating

Compatibility

Ultimate Compr

Allowable Comp


escription

agnum MHC1040a collar tube witw construction ad AISC codes. gistered design p

SPECI

0.31 in.

(4

(2) 1


MH42

CAP

ression / Tension

pression / Tensio


0-4 bond bar capth bolt hole for cand foundation a Design and de

professional inclu

IFICATIONS

x 4.63 in. I.D. A

4) #7 GR A-706 B

1-1/4" SAE GR5


25, MH425R, M

CAPACITY

n 72

on 36

HC1040- 36 Tons forcing SteeH431, MH4

p has 72 tons ulconnection to Maaugmentation. Tetailing of the suding minimum

STM A513 GR6

Bars Vertical

5 / ASTM A325


H431, MH431R

Tons / 72 Tons

Tons / 36 Tons

0-4 Bon Compresel Bars Verti431R Magnu

timate capacity, agnum helical piThe bond bar castructure to whicconcrete cover f

All MU.S.

65+

e Steel 8 (EP)

nd Barssion / 36

cal & 4.63-Ium® Helical

36 tons workingiles and vertical ap is designed inch the helical pfor one-way she

Magnum Steel & . Patents 6,058,66

Cap Tons TenInch I.D. Col Piles

g capacity in com reinforcing steen accordance wile cap is attachar, two-way pun

Installation N

After installatorque, and celevation. Fopile shaft usiconnection applications, the cap collar

Products Made i62 and 5,234,287;

nsion ollar

mpression and teel bars for attachith ICC-ES docuhed varies by pching shear, and

Notes:

ation of a Magnucapacity, begin byor Bolted "B" applicing a Magnum drbolts, and snu

plug weld cap in-r tube. Remove co

in U.S.A. Other Patents Pe

ension. The bonhment to cast-in-ument AC358 asproject and is thd bearing.

m Helical Pile toy cutting-off the pilcations, drill connrill template. Instug-tighten nuts. place using the moatings from surfa

Magnum 6082 Sc

West C

www.m

ending.

nd bar cap consi-place concrete s well as IBC, Ahe responsibility

o the correct depe shaft at the proection holes thru tall the pile cap, p

For Welded "manufactured holes

ces prior to weldin



ists for

ACI, y of

pth, per the pile "W" s in ng.

nc. Dr. 069 437 com


P

C

A

MAl3.1MH

De

Magconretedetaincl

Bea

Notconcapis le

Collar Tube

End Effector

ile Connection

Surface Coating

Compatibility

Ultimate Compre

Allowable Compr

MAGNUlowable Ca13-Inch I.D. H313, MH31

escription

gnum MHC1080nsists of a collarention structuresailing of the struding waler size

aring Plate & Wa

te: Cap capacity nnection. Capacipacity of soil, or stress.

SPECI0.25" x

(1) #10 x 2Plate

(1)

Galvanized p(NG), or Ep

M

CAP C

ession / Tension

ression / Tensio

UM® MHapacity - 16 Collar with 13R, MH32

0-31024 tie-backr tube with bolt hs. The tie-back cucture to which

e (if any), bearing

shers Sold Sepa

takes into accounity may be limiterength of the struc

FICATIONS x 3.13" I.D. AST

24" GR75 Threades & Washers So 7/8" SAE GR5 /


MH313, MH313R

CAPACITY

n 32

n 16

HC10806 Tons Com (1) 24" #105 Magnum®

k cap has 32 tohole for connectcap is designed h the helical pileg plate, wall faci

rately

nt strength of coled by the helical cture to which the

TM A513 GR65+d Bar & (1) #10 Nold Separately / ASTM A325

3/A123 (G), Bare ICC-ES AC228

R, MH325

Tons / 32 Tons

Tons / 16 Tons

0-31024mpression /0, Gr. 75 Th® Helical Pil

ons ultimate caption to Magnum in accordance we cap is attacheng (if any), and

llar, end effector, pile itself, bearin cap is attached, w

Nut -

e Steel (EP)

4 Tie-B/ 16 Tons Tread Bar & les

pacity, 16 tons w helical piles an

with ICC-ES doced varies by prconcrete cover a

and pile ng/pulloutwhichever

All MU.S.

Back Caension (1) #10 Nut

working capacitynd a 24.00" #10 cument AC358 aoject and is theas applicable.

Installation N

After installatdepth, torqueproper elevathru the pile cap, pile conapplications, the cap collaSnug tightenrequired for t

Magnum Steel & P Patents 6,058,66

ap

t Fits

y in compressio thread bar & n

as well as IBC, Ae responsibility

Notes:

tion of a Magnume, and capacity, btion. For Bolted " shaft using a Mnnection bolts, an plug weld cap in-r tube. Remove c or post-tension ththe project.

Products Made in2 and 5,234,287;

on and tension. ut for attachmen

ACI, and AISC cof registered de

m Helical Anchor oegin by cutting-off

"B" applications, dagnum drill temp

nd snug-tighten nu-place using the moatings from surfahread bar nut aga

Magnum 6082 Sc

West C

www.m

n U.S.A. Other Patents Pe

The tie-back cnt to various eaodes. Design aesign profession

or Pile to the corrff the pile shaft at drill connection holate. Install the uts. For Welded "

manufactured holesaces prior to weldiainst bearing plate



nding.

cap rth nd nal

rect the oles pile "W" s in ing.

e as

nc. Dr. 069 437 com


P

C

A

MAl3.1Fit

De

Magconretedetainclu

Noteconncapais le

Bea

Collar Tube

End Effector

ile Connection

Surface Coating

Compatibility

Ultimate Compr

Allowable Comp

MAGNUllowable C13-Inch I.D. ts MH325R

escription

gnum MHC1080sists of a collar

ention structuresailing of the struuding waler size

e: Cap capacity tnection. Capacitacity of soil, or stress.

aring Plate & Was

SPECIF

0.31 in. x

(1) #10 GR7Plate

(2)


CAP C

ression / Tension

ression / Tensio

UM® MHCapacity - Collar with Magnum®

0-31024BR2 tie-btube with bolt ho. The tie-back cucture to which

e (if any), bearing

takes into accounty may be limitedength of the struct

sher Sold Separa

FICATIONS

x 3.13 in. I.D. AS

75 x 24" Threade & Washer Sold

1" SAE GR5 / A


MH325R

CAPACITY

n 50

on 25

C1080-3- 25 Tons (1) 24" #10Helical Pile

back cap has 50oles for connectcap is designed the helical pileg plate, wall facin

nt strength of colld by the helical ture to which the c

ately

STM A513 GR65

Bar & (1) #10 Nd Separately

ASTM A325


R

Tons / 50 Tons

Tons / 25 Tons

31024BR Compres0, Gr. 75 Ths

0 tons ultimate ction to Magnum in accordance w

e cap is attacheng (if any), and c


5+

Nut -

Steel (EP)

R2 Tie-Bssion / 25 read Bar &

capacity, 25 tonshelical piles and

with ICC-ES doced varies by proconcrete cover a

All MU.S.


Back CTons Ten(1) #10 Nut

s working capacd a 24.00" #10 thcument AC358 aoject and is theas applicable.

Installatio

After instcorrect deshaft at tconnectiotemplate. tighten nuusing the coatings ftension th


Cap nsion t

ity in compressihread bar and ns well as IBC, A

e responsibility o

on Notes:

allation of a Magepth, torque, and he proper elevatin holes thru the Install the pile cuts. For Welded "W manufactured hofrom surfaces priohread bar nut aga


on and tension. nut for attachmenACI, and AISC coof registered de

gnum Helical Ancapacity, begin bion. For Bolted "e pile shaft usincap, pile connecti

W" applications, ploles in the cap cor to welding. S

ainst bearing plate

Magnum 6082 Sc

West C

www.m


The tie-back cant to various earodes. Design anesign profession

chor or Pile to by cutting-off the pB" applications, dng a Magnum dion bolts, and snug weld cap in-placollar tube. Remonug tighten or po

e as required for



nding.

ap rth nd nal

the pile drill drill ug-ace ove ost-the

nc. Dr. 069 437 com


P

A

MAl4.6Fit

DeMaconretedetincl

B

Collar Tube

End Effector

Pile Connection

Surface Coating

Compatibility

Ultimate Compr

Allowable Comp

MAGNUllowable C63-Inch I.D. Cts MH425, M


nsists of a collar ention structurestailing of the strluding waler size

Bearing Plate & W

SPECI

0.31 in.

(1) #14 x 2Pla

(2) 1


MH42

CAP

ression / Tension

pression / Tensio

UM® MHCapacity 4Collar with (1MH425R, M

0-41424 tie-bac tube with bolt hs. The tie-back cructure to whiche (if any), bearin

Washer Sold Sepa

IFICATIONS

x 4.63 in. I.D. A

24" GR75 Threaate & Washer So

1-1/4" SAE GR5


25, MH425R, M

CAPACITY

n 97

on 48

HC108048 Tons C1) 24" No. 14H431, MH4

k cap has 97 toholes for conneccap is designed h the helical pileg plate, wall faci

arately

STM A513 GR6

d Bar & (1) #14 old Separately

5 / ASTM A325


H431, MH431R

Tons / 97 Tons

Tons / 48 Tons

0-41424Compress4, Gr. 75 Thre431R Magnu

ons ultimate capction to Magnum in accordance we cap is attacheing (if any), and

65+

Nut -

e Steel 8 (EP)

4 Tie-Bion / 48 Tead Bar & (1um® Helical

pacity, 48 tons w helical piles anwith ICC-ES doced varies by pr concrete cover

All MU.S.

Back Caons Tens

1) #14 Nut l Piles

working capacityd a 24.00" #14 tcument AC358 aroject and is theas applicable.

Installation No

After installatiodepth, torque, proper elevatiothe pile shaft uconnection boltplug weld cap tube. Remove cpost-tension thproject.


ap ion

y in compressiothread bar and nas well as IBC, Ae responsibility

otes:

on of a Magnum and capacity, ben. For Bolted "B"

using a Magnum dts, and snug-tightin-place using thecoatings from surf

hread bar nut aga


on and tension. nut for attachmeACI, and AISC cof registered d

Helical Anchor ogin by cutting-off applications, drill cdrill template. Insten nuts. For Welde manufactured hfaces prior to weld

ainst bearing plate

Magnum 6082 Sc

West C

www.m


The tie-back cent to various eacodes. Design aesign profession

or Pile to the cor the pile shaft at connection holes stall the pile cap, ded "W" applicatiooles in the cap coding. Snug tightee as required for



nding.

cap arth and nal

rrect the thru pile ons, ollar n or the

nc. Dr. 069 437 com


P

C

U

A

MAl5.8Fit

DeMagconThestruany

Plat

Collar Tube

End Effector

ile Connection

Surface Coating

Compatibility

Ultimate Compre

llowable Compre

MAGNUllowable C85-Inch I.D. ts MH625, M


nsists of a collar e tie-back cap isucture to which ty), bearing plate,

te & Washer Sold

SPECIF

0.38 in. x

(1) #20 x 2 Plat

(3) 1-


MH625, MH

CAP C

ession / Tension

ession / Tension

UM® MHCapacity 9 Collar with H625R, MH6

0-62024 tie-back tube with bolt hs designed in acthe helical pile c wall facing (if a

d Separately

FICATIONS

x 5.85 in. I.D. AS

24" GR75 Threate & Washer Sol

-1/2" SAE GR5 /


H625R, MH637,MH646R

CAPACITY

191 T

n 95 T

HC108095 Tons C (1) 24" #20637, MH637

k cap has 191 tholes for connecccordance with ap is attached vny), and concret

STM A513 GR65

ad Bar & #20 Nud Separately

/ ASTM A325


MH637R, MH6R

Tons / 191 Tons

Tons / 95 Tons

0-62024Compress0, Gr. 75 ThR, MH646, M

tons ultimate caction to Magnum

ICC-ES documvaries by projectte cover as appl

5+

ut -

Steel (EP)

46,

4 Tie-Bion / 95 Tread Bar &

MH646R Mag

pacity, 95 tons m helical piles an

ent AC358 as wt and is the respicable.

All MU.S.

Back Caons Tens#20 Nut gnum® Helic

working capacitnd thread bar forwell as IBC, ACponsibility of regi

Installation No

After installatiodepth, torque, proper elevatiothru the pile shpile connectioapplications, pthe cap collar Snug tighten orequired for the


ap ion

cal Piles

ty in compressior attachment to

CI, and AISC coistered design p

otes:

on of a Magnum and capacity, beon. For Bolted "Bhaft using a Magnon bolts, and slug weld cap in-ptube. Remove co

or post-tension thre project.


on and tension. various earth redes. Design anrofessional inclu

Helical Anchor ogin by cutting-off

B" applications, drum drill template.nug-tighten nuts.

place using the maoatings from surfacread bar nut agai

Magnum 6082 Sc

West C

www.m


The tie-back cetention structurend detailing of tuding waler size

r Pile to the corr the pile shaft at rill connection ho Install the pile c. For Welded "anufactured holesces prior to weldinst bearing plate



nding.

cap es. the (if

rect the

oles ap, "W" s in ng. as

nc. Dr. 069 437 com


P

A

MAl3.6Fit

De

Maconretedetincl

Bea

Notconcapis le

Collar Tube

End Effector

Pile Connection

Surface Coating

Compatibility

Ultimate Compr

Allowable Comp

MAGNUlowable Ca63-Inch I.D. ts MH3521 a

escription

gnum MHC1080nsists of a collaention structuresailing of the strluding waler size

aring Plate & Was

te: Cap capacity nnection. Capacpacity of soil, or stess.

SPECI0.31"

(1) #10 x 2Plat

(1


CAP

ression / Tension

pression / Tensio

UM® MHapacity - 17 Collar with and MH352

0-351024 tie-bar tube with bolt s. The tie-back cructure to whiche (if any), bearin

shers Sold Separ

takes into accouity may be limiterength of the struc

IFICATIONS x 3.63" I.D. AST24" GR75 Threaes & Washers S

1) 1" SAE GR8 /


MH3521, MH

CAPACITY

n 34

on 17

HC10807 Tons Com (1) 24" #10

21R Magnum

ck cap has 34 t hole for connecap is designed h the helical pileg plate, wall faci

rately

nt strength of coed by the helical cture to which the

TM A513 GR65+ad Bar & (1) #10 Sold Separately ASTM A450


H3521R

4 Tons / 34 Tons

7 Tons / 17 Tons

0-35102mpression /0, Gr. 75 Thm® Helical P

tons ultimate caction to Magnum in accordance we cap is attacheing (if any), and

ollar, end effector, pile itself, beari cap is attached, w

+ Nut -

e Steel 8 (EP)

s

s

24 Tie-/ 17 Tons Tread Bar & Piles

apacity, 17 tons m helical piles awith ICC-ES doced varies by pr concrete cover a

, and pileng/pulloutwhichever

All MU.S.

Back Cension (1) #10 Nut

working capacitand a 24" #10 cument AC358 aroject and is theas applicable.

Installation No

After installatiodepth, torque, proper elevatiothe pile shaft uconnection boltplug weld cap itube. Remove cpost-tension thproject.


Cap

t

ty in compressiothread bar & nu

as well as IBC, Ae responsibility

otes:

on of a Magnum and capacity, begn. For Bolted "B" sing a Magnum dt, and snug-tightein-place using thecoatings from surfread bar nut aga


on and tension. ut for attachmenACI, and AISC cof registered d

Helical Anchor ogin by cutting-off applications, drill

drill template. Insen nut. For Welde manufactured hofaces prior to weld

ainst bearing plate

Magnum 6082 Sc

West C

www.m


The tie-back cnt to various eacodes. Design aesign profession

or Pile to the corrthe pile shaft at

connection hole tstall the pile cap, ed "W" applicatiooles in the cap coding. Snug tightene as required for



nding.

cap arth and nal

rect the

thru pile

ons, ollar n or the

nc. Dr. 069 437 com


P

C

MA3.1Fit

De

Magwithaccvari

Collar Tube

End Effector

ile Connection

Surface Coating

Compatibility

Ultimate Co

Allowable Co

MAGNUllowable13-Inch I.D. ts MH313, M

escription

gnum MHC1100h bolt hole for cocordance with ICies by project an

SPECIF

0.25 in. x6” x 3

Di


MH313,

CAP C

ompression

ompression

UM® MHe Capac Collar with

MH313R, M

0-3 slab lift cap honnection to Mag

CC-ES documentnd is the respons

FICATIONS

x 3.13 in. I.D. AS3.5” x 3/8” – 16” L

and a 1.13” Liftirect Bearing on


MH313R, MH32

CAPACITY

HC1100city - 14 T

16" ChanneH325, MH3

has 28 tons ultimgnum helical pilet AC358 as well sibility of register

STM A513 GR65Long Channel ing Bolt Pile Shaft


25, and MH325R

28 Tons

14 Tons

0-316 STons Coel and Liftin

325R Magnu

mate capacity, 14es and a channe as IBC, ACI, anred design profe

5+

Steel (EP)

R

Slab Lifompressng Bolt Asseum® Helical

4 tons working cel and lifting bolt nd AISC codes. essional including

In

CEMthPlis

All MagnumU.S. Patent

ft Capsion embly l Piles

capacity in comp for insertion und Spacing and plag maximum spa

nstallation Notes

Core a hole throExcavate a void laMagnum Helical Phe pile shaft at thPlace the channelfting bolt to raise

slab and core hole

m Steel & Products 6,058,662 and 5

pression. The slder existing slabacement of the n of slab.

s:

ough the slab slarge enough to faPile to the correct he proper elevatiol under the slab w the slab elevatio with fast-setting,

cts Made in U.S.A5,234,287; Other

ab lift cap consisbs. The slab lift lifting caps unde

ightly larger thanacilitate channel in depth, torque, anon. Place the pile with lifting bolt in n as needed. Filhigh-strength, non

Magnum 6082 Sc

West C

www.m

A. Patents Pending.

sts of a collar tucap is designed

er the existing sl

n the largest henstallation. Instalnd capacity. Cut- cap over the sha place. Tighten tll the void under tn-shrink grout.



be in ab

lix. l a -off aft. the the

nc. Dr. 069 437 com


P

C

MA3.1Fit

De

Magtubedesexis

Collar Tube

End Effector

ile Connection

Surface Coating

Compatibility

Ultimate Co

Allowable Co

MAGNUllowable13-Inch I.D. ts MH313, M

escription

gnum MHC1100e with bolt hole signed in accordsting slab varies

SPECIF

0.25 in. x

6” x 3

Di


MH313,

CAP CA

ompression

ompression

UM® MHe Capac Collar with

MH313R, M

0-336 slab lift ca for connection ance with ICC-E by project and i

FICATIONS

x 3.13 in. I.D. AS

3.5” x 3/8” – 36” Land a 1.13” Lift

irect Bearing on


MH313R, MH32

APACITY

HC1100city - 14 T

36" ChanneH325, MH3

ap has 28 tons u to Magnum heES document ACs the responsibi

STM A513 GR65

Long Channel ing Bolt

Pile Shaft


25, and MH325R

28 Tons

14 Tons

0-336 STons Coel and Liftin

325R Magnu

ultimate capacitylical piles and aC358 as well as lity of registered

5+

Steel (EP)

R

Slab Lifompressng Bolt Asseum® Helical

y, 14 tons workina channel and li IBC, ACI, and A

d design profess

All MU.S.

ft Capsion embly l Piles

ng capacity in cifting bolt for insAISC codes. Spional including m

Installation Note

Core a hole throExcavate a void lMagnum Helical Pthe pile shaft at tPlace the channelifting bolt to raiseslab and core hole


ompression. Thsertion under expacing and placemaximum span o

es:

ough the slab slarge enough to fPile to the correctthe proper elevatiel under the slab e the slab elevatioe with fast-setting,


he slab lift cap cxisting slabs. Tement of the liftiof slab.

slightly larger thafacilitate channel it depth, torque, aon. Place the pilewith lifting bolt in

on as needed. F, high-strength, no

Magnum 6082 Sc

West C

www.m


consists of a colThe slab lift cap ng caps under t

an the largest heinstallation. Insta

and capacity. Cute cap over the shn place. Tighten ill the void under on-shrink grout.



nding.

lar is the

elix. all a t-off haft. the the

nc. Dr. 069 437 com


P

C

U

A

MAl3.1Fit

De

Magconsis dethe

Collar Tube

End Effector

ile Connection

Surface Coating

Compatibility

Ultimate Compre

llowable Compre


escription

gnum MHC1120sists of a collar tesigned in accoresponsibility of

SPECIF

0.25 in. x3.5” x

with(1) 7/8” Dia


M

CAP C

ession / Tension

ession / Tension

UM® MHCapacity - Collar with

MH313R, M

0-3 wood beam ctube with bolt ho

ordance with ICC registered desig

FICATIONS

x 3.13 in. I.D. AS 3.5” x 0.25” – 1

h holes for (5) 1/2am. SAE Grade 5


MH313, MH313R

CAPACITY

16 T

n 8 T

HC1120- 8 Tons C 11" Long 3H325 Magn

cap has 16 tonsole for connectioC-ES document gn professional i

STM A513 GR651” Long Angle 2” Lag Bolts 5 / ASTM A325 B


R, MH325

Tons / 16 Tons

Tons / 8 Tons

0-3 WooCompress3.5” x 3.5” x num® Helica

ultimate capacion to Magnum heAC358 as well aincluding crushin

5+

Bolt

Steel (EP)

od Beasion / 8 To

0.25” Angleal Piles

ity, 8 tons workinelical piles and aas IBC, ACI, anng strength and

All MU.S.

am Capons Tensioe

ng capacity in coan angle for attad AISC codes. span of wood be

Installation N

After installattorque, and cDrill .938” diatemplate. Plbolt. Snug tigwith 0.50” lag


p on

ompression andchment to a woo Application of theam.

Notes:

tion of a Magnumcapacity, cut-off thameter hole throuace the pile cap oghten nut. Place wg bolts as required


d tension. The wod beam. The whe cap varies by

m Helical Pile to he pile shaft at thugh the shaft usiover the shaft andwood beam on ca

d for the project.

Magnum 6082 Sc

West C

www.m


wood beam cap wood beam cap y project and is

the correct depthe proper elevationg a Magnum drd secure with 0.88

ap angle and secu



nding.

th, n. rill 8” re

nc. Dr. 069 437 com


SPECIFICATIONS

Collar Tube 0.25 in. x 3.13 in. I.D. ASTM A513 GR65+

End Effector 4” x 4” x 0.38” – 21” Long Angle with Holes for (10) 1/2” Lag Bolts

Pile Connection (1) 7/8” Diam. SAE Grade 5 / ASTM A325 Bolt

Surface Coating

Galvanized per ASTM A153/A123 (G), Bare Steel (NG), or Epoxy Coated per ICC-ES AC228 (EP)

Compatibility MH313, MH313R, MH325

CAP CAPACITY

Ultimate Compression / Tension 32 Tons / 32 Tons

Allowable Compression / Tension 16 Tons / 16 Tons

MAGNUM® MHC1121-3 Wood Beam Cap Allowable Capacity 16 Tons Compression / 16 Tons Tension 3.13-Inch I.D. Collar with 4” x 4” x 0.38” – 21” Angle Fits MH313, MH313R, MH325 Magnum® Helical Piles

Description

Magnum MHC1121-3 wood beam cap has 32 tons ultimate capacity, 16 tons working capacity in compression and tension. The wood beam cap consists of a collar tube with bolt hole for connection to Magnum helical piles and an angle for attachment to a wood beam. The wood beam cap is designed in accordance with ICC-ES document AC358 as well as IBC, ACI, and AISC codes. Application of the cap varies by project and is the responsibility of registered design professional including crushing strength and span of wood beam.

Installation Notes:

After installation of a Magnum Helical Pile to the correct depth, torque, and capacity, cut-off the pile shaft at the proper elevation. Drill 0.94” diameter hole through the shaft using a Magnum drill template. Place the pile cap over the shaft and secure with 0.88” bolt. Snug tighten nut. Place wood beam on cap angle and secure with 0.50” lag screws as required for the project.


West Chester, OH 45069 800-822-7437




P

C

U

A

MAl3.1Fit

De

Magconto baccregi

K-B

Collar Tube

End Effector

ile Connection

Surface Coating

Compatibility

Ultimate Compre

llowable Compre


escription

gnum MHC1122nsists of a collar be used with thecordance with ICistered design p

Brace Assembly S

SPECIF

0.25 in. x8” xwith


MH313,

CAP C

ession / Tension

ession / Tension

UM® MHCapacity 6 Collar with

MH313R, M

2-3 wood beam tube with bolt hoe Magnum K-brC-ES documentrofessional inclu

Sold Separately

FICATIONS

x 3.13 in. I.D. ASx 4” x 0.13” – 8” h holes for (4) 1/2

(4) Hilti EDS


MH313R, MH32

CAPACITY

12 T

n 6 T

HC11226 Tons Co 8” x 4” x 0.H325, MH3

cap has 12 tonole for connectiorace system for t AC358 as well uding crushing st

STM A513 GR65Long Angle 2” Lag Bolts PAF


25, and MH325R

Tons / 12 Tons

Tons / 6 Tons

2-3 Wooompressio13” – 8” Lon

325R Magnu

s ultimate capaon to Magnum h boardwalks but as IBC, ACI, antrength, lateral b

5+

Steel (EP)

R

od Beaon / 6 Tonng Angle um® Helical

city, 6 tons worelical piles and at can be used wd AISC codes.

bracing, and spa

All MU.S.

am Capns Tension

l Piles

king capacity inan angle for attawith other wood Application of th

an of wood beam

Installation

After installatorque, and Place the piPlace wood required for in accordanc


p n

compression aachment to a wo structures. Th

he cap varies by m.

Notes:

ation of a Magnucapacity, cut-off le cap over the sh beam on cap angthe project. If reqce with installation


nd tension. Theood beam. This e wood beam c project and is th

um Helical Pile tothe pile shaft at thaft and secure wgle and secure w

quired, install Magn instructions for th

Magnum 6082 Sc

West C

www.m


e wood beam ccap was design

cap is designed he responsibility

o the correct depthe proper elevati

with 4 Hilti EDS PAwith ½” lag screws

num K-brace systhat product.



nding.

cap ed in

y of

pth, ion. AF.

s as tem

nc. Dr. 069 437 com


P

C

U

A

MAl3.1Fit

De

Macondesres

Collar Tube

End Effector

ile Connection

Surface Coating

Compatibility

Ultimate Compre

llowable Compre


escription

gnum MHC1123nsists of a collar signed in accordponsibility of reg

SPECIF

0.25 in. x

8” x 3with

(1) 7/8”


M

CAP C

ession / Tension

ession / Tension


MH313R, M

3-3 wood beam tube with bolt h

dance with ICC-Egistered design p

FICATIONS

x 3.13 in. I.D. AS

3.75” x 0.13” – 6h Holes for (3) 1/

SAE Grade 5 / A


MH313, MH313R

CAPACITY

16 T

n 8 T

HC11238 Tons Co 8” x 3.75” xH325 Magn

cap has 16 tonole for connectioES document Aprofessional inclu

STM A513 GR65

6” Long Angle 2” Lag Bolts

ASTM A325 Bolt


R, MH325

Tons / 16 Tons

Tons / 8 Tons

3-3 Wooompressiox 0.13” – 6” num® Helica

ns ultimate capaon to Magnum h

AC358 as well asuding crushing s

5+

t

Steel (EP)

All MU.S.

od Beaon / 8 Ton Long Angleal Piles

acity, 8 tons worhelical piles and s IBC, ACI, and strength, lateral


am Capns Tensione

rking capacity inan angle for atta AISC codes. Abracing, and spa

Installation N

After installattorque, and cDrill 0.94” holthe shaft andbeam on cap the project.

Products Made in2 and 5,234,287; O

p n

n compression aachment to a woApplication of than of wood beam

Notes:

tion of a Magnucapacity, cut-off tle using Magnum secure with 0.88 angle and secure

n U.S.A. Other Patents Pen

and tension. Thood beam. The e cap varies by

m.

m Helical Pile tohe pile shaft at tdrill template. Pla” bolt. Snug tight

e with 0.50” lag sc

Magnum 6082 Sc

West C

www.m

nding.

e wood beam c wood beam cap

y project and is t

o the correct dephe proper elevatiace the pile cap oten nut. Place wocrews as required



cap p is the

pth, on. ver ood for

nc. Dr. 069 437 com


P

C

U

A

MAl3.1Fit

De

Magconwooof twoo

Collar Tube

End Effector

ile Connection

Surface Coating

Compatibility

Ultimate Compre

llowable Compre


escription

gnum MHC1130nsists of a collar od beams. The he cap varies bod beams.

SPECIF

0.25 in. x

3.50” x 3.50” xwith

(1) 7/8”


M

CAP C

ession / Tension

ession / Tension

UM® MHCapacity 8 Collar w/ (2

MH313R, M

0-3 wood corner tube with bolt ho wood corner caby project and is

FICATIONS

x 3.13 in. I.D. AS

x 0.25” – 7.25” Lh holes for (4) 1/2

SAE Grade 5 / A


MH313, MH313R

CAPACITY

16 T

n 8 T

HC11308 Tons Co2) IntersectiH325 Magn

cap has 16 tonsole for connectio

ap is designed ins the responsibi

STM A513 GR65

Long Angles at 92” Lag Bolts

ASTM A325 Bolt


R, MH325

Tons / 16 Tons

Tons / 8 Tons

0-3 Wooompressiong 3.5” x 3.

num® Helica

s ultimate capacon to Magnum hn accordance witlity of registered

5+

90 deg

t

Steel (EP)

od Coron / 8 Ton5”x 0.25” – al Piles

city, 8 tons workelical piles and tth ICC-ES docud design profess

All M

U.S.

rner Cans Tension 7.25” Long

king capacity in ctwo angles orienment AC358 as sional including

Installation N

After installatorque, and cDrill 0.94” hothe shaft andbeams on cafor the projec

Magnum Steel & P

Patents 6,058,66

ap n Angles

compression andnted at 90 deg fo well as IBC, AC crushing streng

Notes:

ation of a Magnucapacity, cut-off tle using Magnum

d secure with 0.88ap angle and secuct.

Products Made in

2 and 5,234,287;

d tension. The wor attachment toCI, and AISC cogth, lateral braci

um Helical Pile tothe pile shaft at t drill template. Pla

8” bolt. Snug tighture with 0.50" lag

Magnum 6082 Sc

West C

www.m

n U.S.A.

Other Patents Pe

wood corner capo two intersectingdes. Applicationing, and span o

o the correct depthe proper elevatiace the pile cap oten nut. Place wog screws as requi



nding.

p g n of

pth, ion.

over ood ired

nc. Dr. 069 437 com


A

P

MAl3.6Fit

De

Magconwooof twoo

Ultimate Compr

Allowable Comp

Collar Tube

End Effector

Pile Connection

Surface Coating

Compatibility

MAGNUllowable C63-Inch I.D. ts MH3521 a

escription

gnum MHC1130nsists of a collar od beams. The the cap varies bod beams.

CAP

ression / Tension

pression / Tensio

SPECI

0.25 in.

3.5” x 3.5” wit

(1) 1”


UM® MHCapacity 8 Collar w/ (2and MH352

0-35 wood corne tube with bolt h wood corner caby project and is

CAPACITY

n 16

on 8

IFICATIONS

x 3.63 in. I.D. A

x 1/4” – 7.25” Loth holes for (4) 1

SAE Grade 8 / A


MH3521 and M

HC11308 Tons Co2) Intersecti21R Magnum

er cap has 16 tonole for connectio

ap is designed ins the responsibi

Tons / 16 Tons

Tons / 8 Tons

STM A513 GR6

ong Angles at 90/2” Lag Bolts

ASTM A490 Bol


MH3521R

0-35 Woompressiong L3.5” x 3m® Helical P

ns ultimate capaon to Magnum hn accordance wiility of registered

65+

0 deg

t

e Steel 8 (EP)

ood Coon / 8 Ton3.5”x 1/4” – Piles

acity, 8 tons workhelical piles and th ICC-ES docud design profes

All MagU.S. Pa

orner Cns Tension 7.25” Long

king capacity in two angles orien

ument AC358 assional including

Installation N

After installatorque, and cDrill 17/16” hover the shawood beamsrequired for t


Cap n Angles

compression annted at 90 deg fo

s well as IBC, AC crushing streng

Notes:

ation of a Magnucapacity, cut-off t

holes using Magnaft and secure wis on cap angle ahe project.

roducts Made in Uand 5,234,287; Ot

nd tension. The or attachment toCI, and AISC cogth, lateral brac

um Helical Pile tothe pile shaft at tum drill template.th 1” bolt. Snugand secure with

Magnum 6082 Sc

West C

www.m


wood corner cao two intersectingodes. Applicatioing, and span o

o the correct depthe proper elevati. Place the pile cg tighten nut. Pla

1/2" lag screws



ding.

p g n of

pth, ion. cap ace as

nc. Dr. 069 437 com


U

A

P

C

MAl3.1Fit

De

Maof awoocappos

Ultimate Compre

Allowable Compr

Collar Tube

End Effector

ile Connection

Surface Coating

Compatibility


escription

gnum MHC1160a collar tube withod post. The 4xp varies by projest.

CAP C

ession / Tension

ression / Tension

SPECIF

0.25 in. x

2” tall 3.6with

(1) 7/8”


M


MH313R, M

0-3 4x4 post caph bolt hole for cox4 post cap is dect and is the re

CAPACITY

n 17

n 8

FICATIONS

x 3.13 in. I.D. AS

625” x 3.625” x 0h Holes for (6) 1/

SAE Grade 5 / A


MH313, MH313R

HC11608 Tons Co 2” Tall 3.62H325 Magn

p has 17 tons ulonnection to Maesigned in acco

esponsibility of r

Tons / 17 Tons

Tons / 8 Tons

STM A513 GR65

0.188” Post Base4” Lag Bolts

ASTM A325 Bolt


R, MH325

0-3 4x4ompressio25” x 3.625”num® Helica

timate capacity,agnum helical piordance with ICCregistered desig

5+

e

t

Steel (EP)

4 Post Con / 8 Ton x 0.188” Poal Piles

8 tons working les and 3.625” x

C-ES document n professional in

All Magnum StU.S. Patents 6,

Cap ns Tensionost Base

capacity in comx 3.625” post ba AC358 as well ncluding crushin

Installation No

After installationand capacity, chole using Magand secure withbase and secur

teel & Products M058,662 and 5,23

n

mpression and tease for attachmeas IBC, ACI, an

ng strength, late

otes:

n of a Magnum Hecut-off the pile shgnum drill templath 7/8” bolt. Snug re with 1/4” lag scr

Made in U.S.A. 4,287; Other Pate

ension. The 4x4ent to a 4.00" x 4nd AISC codes. eral bracing, and

elical Pile to the chaft at the properte. Place the pile tighten nut. Placrews as required f

Magnum 6082 Sc

West C

www.m

ents Pending.

4 post cap consis4.00" dimension Application of t

d buckling of wo

correct depth, torqr elevation. Drill .9e cap over the sh

ce wood post on pfor the project.



sts ned the ood

ue, 94” haft post

nc. Dr. 069 437 com


U

A

P

C

MAl3.6Fit

De

Magof aTheproj

Ultimate Compre

Allowable Compr

Collar Tube

End Effector

ile Connection

Surface Coating

Compatibility

MAGNUllowable C63-Inch I.D. ts MH3521 a

escription

gnum MHC1160a collar tube withe 4x4 post cap isject and is the re

CAP C

ession / Tension

ression / Tension

SPECIF

0.25 in. x

2” tall 3.6with

(1) 1” S


UM® MHCapacity 8 Collar with and MH352

0-3R 4x4 post cah bolt hole for cos designed in acesponsibility of r

CAPACITY

n 17

n 8

FICATIONS

x 3.63 in. I.D. AS

625” x 3.625” x 0h Holes for (6) 1/

SAE Grade 8 / A


MH3521 and MH

HC11608 Tons Co 2” Tall 3.62

21R Magnum

ap has 17 tons uonnection to Magccordance with Iregistered design

Tons / 17 Tons

Tons / 8 Tons

STM A513 GR65


STM A490 Bolt


H3521R

0-35 4xompressio25” x 3.625”m® Helical P

ultimate capacitygnum helical pileCC-ES documen professional in

AU

5+

e

Steel (EP)

x4 Poston / 8 Ton x 0.188” PoPiles

y, 8 tons workinges and 3.625” x 3ent AC358 as wencluding crushing


t Cap ns Tensionost Base

g capacity in com3.625” post baseell as IBC, ACI, ag strength, latera

Installation No

After installationand capacity, chole using Magand secure witbase and secur


n

mpression and tee for attachmentand AISC codesal bracing, and b

otes:

n of a Magnum Hecut-off the pile shagnum drill templath 1” bolt. Snug tre with 1/4” lag scr


ension. The 4x4t to a 4x4 dimens. Application ofbuckling of wood

elical Pile to the caft at the proper ete. Place the piletighten nut. Placerews as required f

Magnum 6082 Sc

West C

www.m

s Pending.

4 post cap consisnsioned wood pof the cap varies

d post.

correct depth, torqelevation. Drill 17/e cap over the she wood post on pfor the project.



sts ost. by

ue, 16” haft post

nc. Dr. 069 437 com


P

C

U

A

MAl3.1Fit

De

Maof aTheproj

Collar Tube

End Effecter

ile Connection

Surface Coating

Compatibility

Ultimate Compre

Allowable Compr


escription

gnum MHC1161a collar tube withe 6x6 post cap isject and is the re

SPECIF

0.25 in. x

3” tall 5.with

(1) 7/8”


M

CAP C

ession / Tension

ression / Tension


MH313R, M

1-3 6x6 post caph bolt hole for cos designed in acesponsibility of r

FICATIONS

x 3.13 in. I.D. AS

625” x 5.625” x h Holes for (6) 1/

SAE Grade 5 / A


MH313, MH313R

CAPACITY

32 T

n 16 T

HC116116 Tons C 3” Tall 5.62H325 Magn

p has 32 tons ultonnection to Maccordance with Iregistered design

STM A513 GR65


ASTM A325 Bolt


R, MH325

Tons / 32 Tons

Tons / 16 Tons

1-3 6x6Compress25” x 5.625”num® Helica

timate capacity, gnum helical pilCC-ES documen professional in

A

5+

e

t

Steel (EP)

6 Post Cion / 16 T x 0.25” Posal Piles

16 tons workinges and 5.625”x5

ent AC358 as wencluding crushing

All Magnum SteeU.S. Patents 6,05

Cap ons Tensst Base

g capacity in com5.625” post baseell as IBC, ACI, ag strength, latera

Installation No

After installationand capacity, chole using Magand secure withbase and secur

el & Products Ma58,662 and 5,234,2

ion

mpression and tee for attachmentand AISC codesal bracing, and b

otes:

n of a Magnum Hcut-off the pile shgnum drill templah 7/8” bolt. Snugre with 1/2” lag scr

ade in U.S.A. 287; Other Patent

ension. The 6x6t to a 6x6 dimens. Application ofbuckling of wood

Helical Pile to the chaft at the proper te. Place the pil tighten nut. Placrews as required f

Magnum 6082 Sc

West C

www.m

s Pending.

6 post cap consisnsioned wood pof the cap varies

d post.

correct depth, torq elevation. Drill 0e cap over the s

ce wood post on pfor the project.



sts ost. by

que, .94”

shaft post

nc. Dr. 069 437 com


P

C

U

A

MAl2.5Fit

De

Magof asteeAppatta

Collar Tube

End Effector

ile Connection

Surface Coating

Compatibility

Ultimate Compre

llowable Compre

MAGNUllowable C5-Inch O.D. ts MH313, M

escription

gnum MHC1206a collar tube withel beams and pplication of the achment, post at

SPECIF

0.25 in. x

6”w

(1) 7/8”


M

CAP C

ession / Tension

ession / Tension


MH313R, M

6-3 ID plate cap h bolt hole for cposts. The ID cap varies by pttachment, and b

FICATIONS

x 2.5 in. O.D. AS

” x 6” x 0.375” Swith 1/2” Thread

SAE Grade 5 / A


MH313, MH313R

CAPACITY

32 T

n 16 T

HC120616 Tons C 6” x 6” x 0.3H325 Magn

has 32 tons ultionnection to Maplate cap is de

project and is thbuckling of post.

STM A513 GR65

Steel Plate ded Hole

ASTM A325 Bolt


R, MH325

Tons / 32 Tons

Tons / 16 Tons

6-3 ID PCompress375” Plate wnum® Helica

imate capacity, agnum helical piesigned in accorhe responsibility

5+

t

Steel (EP)

Plate Cion / 16 Tw/ 1/2” Threal Piles

16 tons workingiles and 6” x 6” rdance with ICCy of registered d

All M

U.S.

ap ons Tens

eaded Hole

capacity in comx 0.375” plate w

C-ES documentdesign professio

Installation Note

After installation and capacity, cutusing Magnum dsecure with 7/8” on cap and secu

Magnum Steel & P

Patents 6,058,66

ion

mpression and tewith 1/2” hole fot AC358 as welonal including b

es:

of a Magnum Het-off the pile shaft drill template. Pl bolt. Snug tightere as required for

Products Made in

2 and 5,234,287;

ension. The ID r attachment to ll as IBC, ACI, beam bearing, b

elical Pile to the c at the proper elevace the pile cap

en nut. Place woo the project.

Magnum 6082 Sc

West C

www.m

n U.S.A.

Other Patents Pe

plate cap consisvarious wood aand AISC code

beam span, bea

correct depth, torqvation. Drill 0.94” inside the shaft od or steel beam/



nding.

sts nd es. am

que, hole and post

nc. Dr. 069 437 com


P

C

U

A

MAl3.1Fit

De

Maof abeathe atta

Collar Tube

End Effector

ile Connection

Surface Coating

Compatibility

Ultimate Compre

llowable Compre


escription

gnum MHC1207a collar tube withams and posts. cap varies by pachment, and bu

SPECIF

0.25 in. x

6w

(1) 7/8”


M

CAP C

ession / Tension

ession / Tension


MH313R, M

7-3 OD plate caph bolt hole for coThe OD plate caproject and is th

uckling of post.

FICATIONS

x 3.13 in. I.D. AS

6” x 6” x 0.38” Stwith 1/2” Thread

SAE Grade 5 / A


MH313, MH313R

CAPACITY

32 T

n 16 T

HC120716 Tons C 6” x 6” x 0.H325 Magn

p has 32 tons ultonnection to Magap is designed inhe responsibility

STM A513 GR65

teel Plate ded Hole

ASTM A325 Bolt


R, MH325

Tons / 32 Tons

Tons / 16 Tons

7-3 OD Compress

375” Plate wnum® Helica

timate capacity, gnum helical pilen accordance wiy of registered d

5+

t

Steel (EP)

Plate Cion / 16 Tw/ 1/2” Threal Piles

16 tons workinges and 6” x 6” x 0ith ICC-ES docudesign professio

All M

U.S.

Cap ons Tens

eaded Hole

g capacity in com0.38” plate with

ument AC358 asnal including be

Installation No

After installatitorque, and ca0.94” hole usinshaft and secsteel beam/pos

Magnum Steel & P

Patents 6,058,66

ion

mpression and te1/2” hole for atta well as IBC, AC

eam bearing, be

otes:

on of a Magnumapacity, cut-off the ng Magnum drill ture with 7/8” boltst on cap and sec

Products Made in

2 and 5,234,287;

ension. The OD achment to varioCI, and AISC codeam span, beam

m Helical Pile to pile shaft at the ptemplate. Place tt. Snug tighten n

cure as required fo

Magnum 6082 Sc

West C

www.m

n U.S.A.

Other Patents Pe

plate cap consisous wood and stedes. Application

m attachment, po

o the correct depproper elevation. Dthe pile cap over nut. Place wood

or the project.



nding.

sts eel

n of ost

pth, Drill the or

nc. Dr. 069 437 com


P

A

MAl3.0Fit

De

Ma12 x 1/welmin

Nococawh

Collar Tube

End Effector

Pile Connection

Surface Coating

Compatibility

Ultimate Compre

Allowable Compr

MAGNUllowable C0-Inch I.D. Cts MH220 M

escription

gnum MHC1300tons working ca/4” plate for embll as IBC, ACI, animum embedme


hichever is less.

SPECIF

0.20 in

5” x

(1) 7/8”


CAP C

ession / Tension

ression / Tensio

M® MHCCapacity 1Collar with 5

Magnum® H

0-2J55B bearingpacity in tensionbedment in cast-and AISC codesent for two-way a


FICATIONS

. x 3.0 in. I.D. AS

5” x 0.25” Steel

SAE Grade 5 /


MH220

CAPACITY

n

n

C1300-12 Tons C5” x 5” x 1/4elical Piles

g plate cap has 2n. The bearing p-in-place reinforcs. Application oand one-way pu


STM A500 GR-C

Bearing Plate

ASTM A325 Bo


0

23 Tons

12 Tons

2J55BCompress

” Bearing P

23 tons ultimate plate cap consistced concrete. Tof the cap varienching shear, re


C

lt

e Steel (EP)

Bearinion / 12 Tlate

capacity, 12 tonts of a collar tub

The bearing plates by project and

einforcement of c

and pileg/pullout

attached,

All MagnU.S. Pate

g Plateons Tens

ns working capae with bolt hole

e cap is designed is the responsconcrete, and pi

Installation N

After installatorque, and Drill 15/16” hover the shafon shaft. Snthe project acapacity is blarger than pl

num Steel & Prodents 6,058,662 an

e Cap ion

city in compressfor connection tod in accordancesibility of registele spacing.

Notes:

ation of a Magnucapacity, cut-off thole using Magnuft and secure with nug tighten nut. and cast concretebased on embedmlate size and minim

ducts Made in U.Sd 5,234,287; Othe

sion and 23 tonso Magnum helic

e with ICC-ES doered design prof

um Helical Pile tothe pile shaft at tum drill template. 7/8” bolt. EnsurePlace reinforcing

e over and aroundment in concrete mum 2,500 psi co

Magnum 6082 Sc

West C

www.m

S.A. er Patents Pending

s ultimate capaccal piles and 5” xocument AC358 fessional includi

o the correct dethe proper elevat Place the pile

e direct bearing of steel as requiredd the pile cap. C pile cap at leastncrete.



g.

ity, x 5” as ing

epth, tion. cap

cap d for Cap t 4x

nc. Dr. 069 437 com


P

A

MAl3.1Fit

De

Ma12 x 1/welmin

Nococawh

Collar Tube

End Effector

Pile Connection

Surface Coating

Compatibility

Ultimate Compre

Allowable Compr


escription

gnum MHC1300tons working ca/4” plate for embll as IBC, ACI, animum embedme


hichever is less.

SPECIF

0.25 in. x

5” x

(1) 7/8”


M

CAP C

ession / Tension

ression / Tensio

M® MHCCapacity 1 Collar with

MH313R, M

0-3J55B bearingpacity in tensionbedment in cast-and AISC codesent for two-way a


FICATIONS

x 3.13 in. I.D. AS

5” x 0.25” Steel

SAE Grade 5 /


MH313, MH313R

CAPACITY

n 35

n 17

C1300-17 Tons C 5” x 5” x 0.H325 Magn

g plate cap has 3n. The bearing p-in-place reinforcs. Application oand one-way pu


STM A513 GR65

Bearing Plate

ASTM A325 Bo


R, MH325

Tons / 25 Tons

Tons / 12 Tons

3J55BCompress

25” Bearingnum® Helica

35 tons ultimate plate cap consistced concrete. Tof the cap varienching shear, re


5+

lt

e Steel (EP)

Bearinion / 12 T

g Plate al Piles

capacity, 17 tonts of a collar tub

The bearing plates by project and

einforcement of c

and pileg/pullout

attached,

All MagnuU.S. Paten

g Plateons Tens

ns working capae with bolt hole

e cap is designed is the responsconcrete, and pi

Installation N

After installatorque, and Drill 15/16” hover the shaplate on shaffor the projeccapacity is blarger than pl

um Steel & Produts 6,058,662 and

e Cap ion

city in compressfor connection tod in accordancesibility of registele spacing.

Notes:

ation of a Magnucapacity, cut-off thole using Magnuaft and secure witft. Snug tighten nct and cast concrebased on embedmlate size and minim


sion and 25 tonso Magnum helic

e with ICC-ES doered design prof

um Helical Pile tothe pile shaft at tum drill template.th 7/8” bolt. Ens

nut. Place reinforcete over and aroument in concrete mum 2,500 psi co

Magnum 6082 Sc

West C

www.m

A. Patents Pending.

s ultimate capaccal piles and 5” xocument AC358 fessional includi

o the correct dethe proper elevat Place the pile

sure direct bearingcing steel as reqund the pile cap. C pile cap at leastncrete.



ity, x 5” as ing

epth, tion. cap g of

uired Cap t 4x

nc. Dr. 069 437 com


P

A

MAl3.1Fit

De

Macapanddocpro

Notconcapwh

Collar Tube

End Effector

Pile Connection

Surface Coating

Compatibility

Ultimate Compr

Allowable Comp

MAGNUllowable C13-Inch I.D.ts MH325R

escription

gnum MHC1300pacity, 17 tons wd 6” x 6” x 3/8”cument AC358 aofessional includi

te: Cap capacity nnection. Capacpacity of soil, or ichever is less.

SPECIF

0.31 in. x

6” x

(1) 1” S


CAP C

ression / Tension

ression / Tensio

M® MHCCapacity 2 Collar with Magnum®

0-3K66BR1 beaworking capacity ” plate for embeas well as IBC, ing minimum em

takes into accounity may be limite strength of the

FICATIONS

x 3.13 in. I.D. AS

x 6” x 3/8” Steel B

SAE Grade 5 / A


MH325R

CAPACITY

n 50

on 25

C1300-325 Tons C 6” x 6” x 3/Helical Pile

aring plate cap in tension. Theedment in cast- ACI, and AISC

mbedment for two

nt strength of cold by the helical structure to wh

STM A513 GR65

Bearing Plate

ASTM A325 Bolts


R

Tons / 35 Tons

Tons / 17 Tons

K66BR1Compress

8” Bearing Ps

has 50 tons ulte bearing plate c-in-place reinfor

C codes. Applico-way and one-w

lar, end effector, pile itself, bearinich the cap is a

5+

s

e Steel (EP)

1 Bearinion / 17 TPlate

timate capacity, cap consists of aced concrete.

cation of the capway punching sh

and pileg/pullout

attached,

All M

U S

ng Plate ons Tens

25 tons workina collar tube witThe bearing plap varies by projhear, reinforcem

Installation Note

After installation oand capacity, cut-using Magnum dsecure with two 1tighten nuts. Placoncrete over and

Magnum Steel & P

Patents 6 058 66

Cap ion

ng capacity in ch bolt hole for cate cap is desigject and is the rent of concrete,

es:

of a Magnum He-off the pile shaft adrill template. Pl.00” bolt. Ensurece reinforcing ste

d around the pile c

Products Made in

2 and 5 234 287;

compression andonnection to Magned in accordaresponsibility of and pile spacing

elical Pile to the cat the proper elevalace the pile cap

e direct bearing of eel as required forcap.

Magnum 6082 Sc

West C

www.m

n U.S.A.

Other Patents Pe

d 35 tons ultimaagnum helical piance with ICC-Ef registered desig.

correct depth, torqation. Drill 17/16” hp over the shaft plate on shaft. Sr the project and c



nding

ate les ES ign

que, hole and

Snug cast

nc. Dr. 069 437 com


P

A

MA3.F

De

Macapanddocpro

Notconcapwh

Collar Tube

End Effector

Pile Connection

Surface Coating

Compatibility

Ultimate Compr

Allowable Comp

MAGNUAllowable .13-Inch I.Dits MH325R

escription

gnum MHC1300pacity, 25 tons wd 6.50” x 6.50” xcument AC358 aofessional includi


SPECIF

0.31 in. x

6.5” x

(2) 1” S


CAP C

ression / Tension

ression / Tensio

UM® MHCapacity

D. Collar withR Magnum®

0-3L6565BR2 bworking capacity x 0.50” plate for as well as IBC, ing minimum em


FICATIONS

x 3.13 in. I.D. AS

6.5” x 1/2” Stee

SAE Grade 5 / AS


MH325R

CAPACITY

n

on

C1300-3 25 Tons Ch 6.5” x 6.5”

® Helical Pile

earing plate cap in tension. Theembedment in c ACI, and AISC

mbedment for two


STM A513 GR65

el Bearing Plate

STM A325 Bolts


R

50 Tons

25 Tons

3L6565BCompress” x 1/2” Beaes

p has 50 tons ue bearing plate ccast-in-place rei



5+

s

Steel (EP)

BR2 Beasion / 25 Tring Plate

ultimate capacitycap consists of anforced concrete


and pile g/pullout

attached,

All M

U S

aring PlaTons Tens

y, 25 tons workia collar tube wite. The bearing p varies by projhear, reinforcem

Installation Note

After installation oand capacity, cutholes using Magnsecure with two 1required for the pCap capacity is blarger than plate s

Magnum Steel & P

Patents 6 058 66

ate Cap sion

ng capacity in ch bolt hole for c plate cap is desject and is the rent of concrete,

es:

of a Magnum Het-off the pile shafnum drill template.1” bolts. Snug tigproject and cast cbased on embedsize and minimum

Products Made in

2 and 5 234 287;

compression anonnection to Masigned in accordresponsibility of and pile spacing

elical Pile to the cft at the proper e. Place the pile caghten nuts. Placeconcrete over andment in concrete

m 2,500 psi concret

Magnum 6082 Sc

West C

www.m

n U.S.A.

Other Patents Pe

d 50 tons ultimaagnum helical pidance with ICC-f registered desig.

correct depth, torqelevation. Drill 17ap over the shaft e reinforcing stee around the pile c pile cap at leastte.



nding

ate les ES ign

que, /16” and

el as cap. t 4x

nc. Dr. 069 437 com


P

A

MA3.F

De

Macapanddocpro

Notconcapwh

Collar Tube

End Effector

Pile Connection

Surface Coating

Compatibility

Ultimate Compr

Allowable Comp

MAGNUAllowable .63-Inch I.Dits MH3521

escription



SPECIF

0.31 in. x

6” x

(1) 1” S


CAP C

ression / Tension

ression / Tensio

UM® MHCapacity

D. Collar withB and MH3

0-35K66BR beaworking capacity ” plate for embeas well as IBC, ing minimum em


FICATIONS

x 3.63 in. I.D. AS

6” x 3/8” Steel B

SAE Grade 8 / A


MH3521 and M

CAPACITY

n 50

on 25

HC1300- 25 Tons Ch 6” x 6” x 3521BR Mag

aring plate cap in tension. Theedment in cast- ACI, and AISC

mbedment for two


STM A513 GR65

Bearing Plate

ASTM A450 Bolt


H3521R

Tons / 35 Tons

Tons / 17 Tons

-35K66Compress3/8” Bearing gnum® Heli

has 50 tons ulte bearing plate c-in-place reinfor



5+

Steel (EP)

BR Beasion / 17 T Plate cal Piles

timate capacity, cap consists of aced concrete.


and pileg/pullout

attached,

All M

U.S.

aring PlaTons Tens

25 tons workina collar tube witThe bearing plap varies by projhear, reinforcem

Installation Note

After installation oand capacity, cut-using Magnum dsecure with 1.00”tighten nuts. Placoncrete over anembedment in cominimum 2,500 ps

Magnum Steel & P

Patents 6,058,66

ate Cap sion

ng capacity in ch bolt hole for cate cap is desigject and is the rent of concrete,

es:

of a Magnum He-off the pile shaft adrill template. Pl” bolt. Ensure dice reinforcing stend around the poncrete pile cap asi concrete.

Products Made in

2 and 5,234,287;


elical Pile to the cat the proper elevalace the pile capirect bearing of p

eel as required forpile cap. Cap caat least 4x larger

Magnum 6082 Sc

West C

www.m

n U.S.A.

Other Patents Pe


correct depth, torqation. Drill 17/16” hp over the shaft plate on shaft. Sr the project and capacity is basedr than plate size



nding.

ate les ES ign

que, hole and

Snug cast on and

nc. Dr. 069 437 com


P

C

U

A

MAl4.6Fit

De

Macapanddocpro

Collar Tube

End Effector

ile Connection

Surface Coating

Compatibility

Ultimate Compre

llowable Compre

MAGNUMllowable C63-Inch I.D. ts MH425, M

escription

gnum MHC1300pacity, 20 tons wd 8” x 8” x 1/2”cument AC358 afessional includi

SPECIF

0.31 in. x

8” x

(1) 1-1/4”


MH425,

CAP C

ession / Tension

ession / Tension


MH425R, M

0-4L88B1 beariworking capacity ” plate for embeas well as IBC, ing minimum em

FICATIONS

x 4.63 in. I.D. AS


SAE Grade 5 / A


MH425R, MH43

CAPACITY

90 T

n 45 T

1300-4L45 Tons C 8” x 8” x 1/H431, MH4

ng plate cap ha in tension. Theedment in cast- ACI, and AISC

mbedment for two

STM A513 GR65

Bearing Plate

ASTM A325 Bol


31, and MH431R

Tons / 40 Tons

Tons / 20 Tons

L88B1 BCompress

2” Bearing P431R Magnu

as 90 tons ultime bearing plate c-in-place reinforc


5+

lts

Steel (EP)

R

Bearing Pion / 20 TPlate um® Helical

mate capacity, 4cap consists of aced concrete.


All MU.S.

Plate Caons Tens

l Piles

45 tons workinga collar tube withThe bearing plap varies by projhear, reinforcem

Installation

After installtorque, and Drill 1-5/16”over the shbearing of psteel as reqthe pile capcap at leasconcrete.

Magnum Steel & PPatents 6,058,662

ap ion

g capacity in coh bolt hole for coate cap is desigject and is the rent of concrete,

n Notes:

ation of a Magnu capacity, cut-off ” hole using Magnhaft and secure plate on pile shaftquired for the proje. Cap capacity is st 4x larger than


ompression andonnection to Magned in accordaresponsibility of and pile spacing

um Helical Pile tthe pile shaft at

num drill templatewith one 1-1/4”

t. Snug tighten nect and cast conc based on embed

n plate size and

Magnum 6082 Sc

West C

www.m



to the correct dethe proper elevat

e. Place the pile bolt. Ensure diut. Place reinforcrete over and aroment in concrete minimum 2,500



nding.

ate les ES ign

pth, tion. cap rect cing und pile psi

nc. Dr. 069 437 com


U

A

P

C

MAl4.6Fit

De

Magcapanddocprof

Ultimate Compre

llowable Compre

Collar Tube

End Effector

ile Connection

Surface Coating

Compatibility

MAGNUMllowable C63-Inch I.D. ts MH425, M

escription


CAP C

ession / Tension

ession / Tension

SPECIF

0.31 in. x

8” x

(2) 1-1/4”


MH425,


MH425R, M

0-4L88B2 bearinworking capacity

plate for embeas well as IBC, ng minimum em

CAPACITY

90 T

n 45 T

FICATIONS

x 4.63 in. I.D. AS


SAE Grade 5 / A


MH425R, MH43

1300-4L45 Tons C 8” x 8” x 1/H431, MH4

ng plate cap ha in tension. Theedment in cast- ACI, and AISC

mbedment for two

Tons / 66 Tons

Tons / 33 Tons

STM A513 GR65

Bearing Plate

ASTM A325 Bol


31, and MH431R

L88B2 BCompress

2” Bearing P431R Magnu

as 90 tons ultime bearing plate cin-place reinforc


5+

lts

Steel (EP)

R

Bearing Pion / 33 TPlate um® Helical

mate capacity, 4cap consists of aced concrete.


All M

U.S.

Plate Caons Tens

l Piles

45 tons workinga collar tube withThe bearing plap varies by projhear, reinforceme

Installation

After installtorque, andDrill 1-5/16”over the shaPlace reinfoover and embedmentand minimu

Magnum Steel & P

Patents 6,058,662

ap ion

g capacity in coh bolt hole for coate cap is desigect and is the rent of concrete,

n Notes:

lation of a Magnud capacity, cut-off ” holes using Magaft and secure witorcing steel as reqaround the pile t in concrete pile

um 2,500 psi concr

Products Made in

2 and 5,234,287; O


um Helical Pile tothe pile shaft at tnum drill templateth two 1-1/4” bolts

quired for the projecap. Cap cap

cap at least 4x larete.

Magnum 6082 Sc

West C

www.m

n U.S.A.

Other Patents Pen

d 66 tons ultimaagnum helical pilance with ICC-E registered desig.

o the correct depthe proper elevatie. Place the pile cs. Snug tighten nuect and cast concrpacity is based arger than plate s



nding.

ate les ES gn

pth, on. cap uts. rete

on size

nc. Dr. 069 437 com


P

U

A

MAl5.6Fit

De

Macapanddocpro

Collar Tube

End Effector

Pile Connection

Surface Coating

Compatibility

Ultimate Compre

Allowable Compr

MAGNUMllowable C63-Inch I.D. ts MH530 a

escription


SPECIF

0.30 in. x 5

9” x

(1) 1-1/2”


CAP C

ession / Tension

ression / Tension

M® MHCCapacity 6 Collar with nd MH536 M

0-5N99B1 beariworking capacity ” plate for embeas well as IBC, ing minimum em

FICATIONS

5.63 in. I.D. AST


SAE Grade 5 /


MH530 and M

CAPACITY

137

n 68 T

1300-5N68 Tons C 9” x 9” x 3/4Magnum® H

ing plate cap ha in tension. Theedment in cast- ACI, and AISC

mbedment for two

TM A370-08 100K

Bearing Plate

ASTM A325 Bo


MH536

Tons / 42 Tons

Tons / 21 Tons

N99B1 BCompress

4” Bearing PHelical Piles

as 137 tons ulte bearing plate c-in-place reinfor


KSI

lts

Steel (EP)

Bearing ion / 21 TPlate s

imate capacity, cap consists of aced concrete.


All MU.S.

Plate Caons Tens

68 tons workina collar tube with

The bearing plap varies by projhear, reinforcem

Installation Not

After installationand capacity, cuholes using Maand secure withthrough pile mamay be used tbearing of plate project and casis based on emplate size and m


ap ion

ng capacity in ch bolt holes for cate cap is desigject and is the rent of concrete,

tes:

n of a Magnum Heut-off the pile shagnum drill templa

h one 1-1/2” bolt. Say be omitted andto secure cap to on pile shaft. Plat concrete over a

mbedment in concminimum 2,500 ps


compression andconnection to Magned in accordaresponsibility of and pile spacing

elical Pile to the caft at the proper eate. Place the pilSnug tighten nut. d (2) 1-1/2” diam pile in place of ace reinforcing stend around the pilecrete pile cap at i concrete.

Magnum 6082 Sc

West C

www.m



correct depth, torqlevation. Drill 1-9/e cap over the sh Alternatively, drileter E70 plug webolt. Ensure dir

eel as required for e cap. Cap capaleast 4x larger th



nding.

ate les ES ign

que, /16” haft ling elds rect the city han

nc. Dr. 069 437 com


U

A

P

MAl5.6Fit

De

Magcapanddocprof

Ultimate Compre

Allowable Compr

Collar Tube

End Effector

Pile Connection

Surface Coating

Compatibility


escription


CAP C

ession / Tension

ression / Tension

SPECIF

0.30 in. x 5

9” x

(3) 1-1/2”



0-5N99B3 beariworking capacity ” plate for embeas well as IBC, ng minimum em

CAPACITY

137

n 68 T

FICATIONS

5.63 in. I.D. AST


SAE Grade 5 /


MH530 and M

1300-5N68 Tons C 9” x 9” x 3/4Magnum® H

ng plate cap hain tension. The

edment in cast- ACI, and AISC

mbedment for two

Tons / 88 Tons

Tons / 44 Tons

TM A370-08 100K

Bearing Plate

ASTM A325 Bo


MH536

N99B3 BCompress

4” Bearing PHelical Piles

as 137 tons ulti bearing plate cain-place reinforc


KSI

lts

Steel (EP)

Bearing ion / 44 TPlate s

imate capacity, ap consists of a ced concrete.


All MagnuU.S. Paten

Plate Caons Tens

68 tons workin collar tube withThe bearing plap varies by projhear, reinforceme

Installation No

After installatioand capacity, choles using Maand secure widrilling throughwelds may bereinforcing steearound the pconcrete pile cpsi concrete.

um Steel & Produnts 6,058,662 and

ap ion

g capacity in co bolt holes for coate cap is desigect and is the rent of concrete,

otes:

on of a Magnum Hcut-off the pile shaagnum drill templath three 1-1/2” bo

h pile may be omie used to secure el as required for tile cap. Cap c

cap at least 4x larg

ucts Made in U.Sd 5,234,287; Other


Helical Pile to the caft at the proper eate. Place the pi

olts. Snug tightenitted and (6) 1-1/2 cap to pile in plthe project and ca

capacity is basedger than plate size

Magnum 6082 Sc

West C

www.m

.A. r Patents Pending


correct depth, torqelevation. Drill 1-9/le cap over the sh

n nuts. Alternativ2” diameter E70 pace of bolts. Pla

ast concrete over ad on embedmente and minimum 2,5



.

ate les ES gn

que, /16” haft ely,

plug ace and t in 500

nc. Dr. 069 437 com


P

U

A

MAl5.6Fit

De

Macapanddocpro

Collar Tube

End Effector

Pile Connection

Surface Coating

Compatibility

Ultimate Compre

Allowable Compr


escription

gnum MHC1300pacity, 33 tons wd 11” x 11” x 7/cument AC358 aofessional includi

SPECIF

0.36 in. x 5

11” x 11

(1) 1-1/2”


CAP C

ession / Tension

ression / Tension


0-5O1111B1 beworking capacity /8” plate for emas well as IBC, ing minimum em

FICATIONS

5.63 in. I.D. ASTM

” x 7/8” ASTM A

SAE Grade 5 /


MH530 and M

CAPACITY

195

n 98 T

1300-5O98 Tons C 11” x 11” x Magnum® H

earing plate cap in tension. Thebedment in cas ACI, and AISC

mbedment for two

M A370-08 100

A36 Bearing Plate

ASTM A325 Bo


MH536

Tons / 65 Tons

Tons / 33 Tons

O1111B1Compress

7/8” BearinHelical Piles

has 195 tons ue bearing plate cst-in-place reinfoC codes. Applico-way and one-w

KSI

e

lts

Steel (EP)

1 Bearinion / 33 T

ng Plate s

ultimate capacitycap consists of aorced concrete. cation of the capway punching sh

All MU.S.

ng Plateons Tens

y, 98 tons workia collar tube with

The bearing pp varies by projhear, reinforcem

Installation No

After installatiotorque, and capDrill 1-9/16” holover the shaft Alternatively, ddiameter E70 pof bolts. Ensreinforcing steeand around theconcrete pile c2,500 psi.


e Cap ion

ng capacity in ch bolt holes for cplate cap is desiject and is the rent of concrete,

otes:

n of a Magnum pacity, cut-off theles using Magnumand secure with rilling through pillug welds may beure direct bearin

el as required for e pile cap. Cap ccap at least 4x la


compression anconnection to Maigned in accordresponsibility of and pile spacing

Helical Pile to t pile shaft at the

m drill template. Pone 1-1/2” bolt. le may be omitte

e used to secure cng of plate on pthe project and c

capacity is based rger than plate s

Magnum 6082 Sc

West C

www.m


d 65 tons ultimaagnum helical piance with ICC-E

f registered desig.

he correct depth proper elevationPlace the pile capSnug tighten nut

ed and (2) 1-1/2”cap to pile in placepile shaft. Placecast concrete overon embedment in

size and minimum



nding.

ate les ES ign

, . p . ” e e r n m

nc. Dr. 069 437 com


P

U

A

MAl5.6Fit

De

Macapanddocpro

Collar Tube

End Effector

Pile Connection

Surface Coating

Compatibility

Ultimate Compre

Allowable Compr


escription

gnum MHC1300pacity, 74 tons wd 11” x 11” x 7/cument AC358 aofessional includi

SPECIF

0.36 in. x 5

11” x 11

(3) 1-1/2”


CAP C

ession / Tension

ression / Tension


0-5O1111B3 beworking capacity /8” plate for emas well as IBC, ing minimum em

FICATIONS

5.63 in. I.D. ASTM

” x 7/8” ASTM A

SAE Grade 5 /


MH530 and M

CAPACITY

195 T

n 98 T

1300-5O98 Tons C 11 ” x 11” xMagnum® H

aring plate cap in tension. Thebedment in cas ACI, and AISC

mbedment for two

M A370-08 100

A36 Bearing Plate

ASTM A325 Bo


MH536

Tons / 148 Tons

Tons / 74 Tons

O1111B3Compressx 7/8” BearinHelical Piles


KSI

e

lts

Steel (EP)

3 Bearinion / 74 Tng Plate s

ltimate capacitycap consists of aorced concrete. cation of the capway punching sh

All MagU.S. Pa

ng Plateons Tens

, 98 tons workina collar tube with

The bearing pp varies by projhear, reinforcem

Installation No

After installatiotorque, and capDrill 1-9/16” holover the shaft aAlternatively, ddiameter E70 pof bolts. Place concrete over aembedment in and minimum 2


e Cap ion

ng capacity in coh bolt holes for cplate cap is desiject and is the rent of concrete,

otes:

n of a Magnum pacity, cut-off theles using Magnum

and secure with thrilling through pillug welds may be reinforcing steel aand around the pconcrete pile cap,500 psi.

oducts Made in Uand 5,234,287; Ot

ompression andconnection to Maigned in accordresponsibility of and pile spacing

Helical Pile to t pile shaft at the

m drill template. Pree 1-1/2” bolts. Sle may be omitte

e used to secure cas required for theile cap. Cap capp at least 4x large

Magnum 6082 Sc

West C

www.m



f registered desig.

he correct depth proper elevationPlace the pile capSnug tighten nutsed and (6) 1-1/2”cap to pile in placee project and cast

pacity is based oner than plate size



ing.

ate les ES ign

, . p . ” e t n e

nc. Dr. 069 437 com


P

C

U

A

MAl5.8Fit

De

Magcapanddocprof

Collar Tube

End Effector

ile Connection

Surface Coating

Compatibility

Ultimate Compre

llowable Compre

MAGNUMllowable C85-Inch I.D. ts MH625 T

escription

gnum MHC1300pacity, 17 tons wd 8.50” x 8.50” xcument AC358 afessional includi

SPECIF

0.38 in. x

8.5” x

(1) 1-1/2”


MH625, MH6

CAP C

ession / Tension

ession / Tension

M® MHCCapacity 5 Collar with hrough MH

0-6L8585B1 beaworking capacity x 1/2” plate for eas well as IBC, ng minimum em

FICATIONS

x 5.85 in. I.D. AS

8.5” x 1/2” Steel

” SAE Grade 5 /


625R, MH637, MMH646R

CAPACITY

104 T

n 52 T

1300-6L52 Tons C 8.5” x 8.5”

H646R Magn

aring plate cap in tension. Theembedment in ca ACI, and AISC

mbedment for two

STM A513 GR65

l Bearing Plate

ASTM A325 Bo


MH637R, MH646R

Tons / 63 Tons

Tons / 32 Tons

L8585B1Compress

x 1/2” Bearnum® Helic

has 104 tons ule bearing plate cast-in-place rein


5+

olt

Steel (EP)

6, and

1 Bearinion / 17 Ting Plate

cal Piles

ltimate capacitycap consists of anforced concretecation of the capway punching sh

All MagnumU.S. Patent

ng Plate ons Tens

, 52 tons workina collar tube withe. The bearing pp varies by projhear, reinforceme

Installation No

After installatioand capacity, chole using Magand secure widrilling throughwelds may be direct bearing ofor the project capacity is basthan plate size

m Steel & Products 6,058,662 and 5

Cap ion

ng capacity in ch bolt hole for coplate cap is desect and is the rent of concrete,

otes:

n of a Magnum Hcut-off the pile shagnum drill templaith one 1-1/2” bo pile may be omi used to secure cof plate on pile shaand cast concreteed on embedmen and minimum 2,5


compression andonnection to Masigned in accordresponsibility of and pile spacing

elical Pile to the caft at the proper ete. Place the pile

olt. Snug tightentted and (2) 1-1/2cap to pile in plaaft. Place reinforce over and arount in concrete pile c00 psi.

Magnum 6082 Sc

West C

www.m

A. Patents Pending.

d 35 tons ultimaagnum helical pildance with ICC-E registered desig.

correct depth, torqlevation. Drill 1-9/e cap over the shn nut. Alternative2” diameter E70 pce of bolts. Ens

cing steel as requind the pile cap. Ccap at least 4x lar



ate les ES gn


plug sure ired Cap rger

nc. Dr. 069 437 com


U

A

P

C

MAl5.8Fit

De

Magcapanddocprof

Ultimate Compre

llowable Compre

Collar Tube

End Effector

ile Connection

Surface Coating

Compatibility


escription

gnum MHC1300acity, 32 tons w 8.5” x 8.5” x 1ument AC358 afessional includin

CAP C

ession / Tension

ession / Tension

SPECIF

0.38 in. x

8.5” x

(3) 1-1/2”


MH625, MH6

M® MHCCapacity 5 Collar with hrough MH

0-6L8585B3 beaworking capacity

/2” plate for emas well as IBC, ng minimum em

CAPACITY

104 T

n 52 T

FICATIONS

x 5.85 in. I.D. AS

8.5” x 1/2” Steel

SAE Grade 5 / A


625R, MH637, MMH646R

1300-6L52 Tons C 8.5” x 8.5”

H646R Magn

aring plate cap hin tension. The

mbedment in casACI, and AISC bedment for two

Tons / 63 Tons

Tons / 32 Tons

STM A513 GR65

l Bearing Plate

ASTM A325 Bol


MH637R, MH646R

L8585B3Compress

x 1/2” Bearnum® Helic

has 104 tons ule bearing plate cst-in-place reinfo codes. Applica

o-way and one-w

5+

lts

Steel (EP)

6, and

3 Bearinion / 32 Ting Plate

cal Piles

timate capacity,cap consists of aorced concrete. ation of the cap

way punching sh

All MagnU.S. Pate

ng Plate ons Tens

, 52 tons workina collar tube with

The bearing pp varies by projehear, reinforceme

Installation No

After installatioand capacity, choles using Maand secure witdrilling throughwelds may bereinforcing steearound the pilepile cap at leas

num Steel & Prodents 6,058,662 an

Cap ion

ng capacity in ch bolt hole for colate cap is desiect and is the rent of concrete,

otes:

on of a Magnum Hcut-off the pile shaagnum drill templath three 1-1/2” bo

h pile may be omi used to secure el as required for te cap. Cap capacist 4x larger than pl

ducts Made in U.Sd 5,234,287; Othe

compression andonnection to Magned in accorda

responsibility of and pile spacing

Helical Pile to the caft at the proper eate. Place the pilolts. Snug tightentted and (6) 1-1/2cap to pile in pl

the project and caity is based on emlate size and minim

Magnum 6082 Sc

West C

www.m

S.A. er Patents Pending

d 64 tons ultimagnum helical pilance with ICC-Eregistered desig

g.

correct depth, torqlevation. Drill 1-9/le cap over the shn nuts. Alternativ2” diameter E70 pace of bolts. Pla

ast concrete over ambedment in concrmum 2,500 psi.



g.

ate es ES gn


plug ace and rete

nc. Dr. 069 437 com


P

C

U

A

MAl5.8Fit

De

Magcapanddocprof

Collar Tube

End Effector

ile Connection

Surface Coating

Compatibility

Ultimate Compre

llowable Compre


escription

gnum MHC1300pacity, 25 tons wd 10” x 10” x 5/cument AC358 afessional includi

SPECIF

0.38 in. x

10” x

(1) 1-1/2”


MH625, MH6

CAP C

ession / Tension

ession / Tension

M® MHCCapacity 7 Collar with hrough MH6

0-6M1010B1 beworking capacity /8” plate for emas well as IBC, ng minimum em

FICATIONS

x 5.85 in. I.D. AS

10” x 5/8” Steel

” SAE Grade 5 /


625R, MH637, MMH646R

CAPACITY

150 T

n 75 T

1300-6M75 Tons C 10” x 10” x 646R Magn


mbedment for two

STM A513 GR65

Bearing Plate

ASTM A325 Bo


MH637R, MH646R

Tons / 108 Tons

Tons / 54 Tons

M1010B1Compress

5/8” Bearinnum® Helica


5+

olt

Steel (EP)

6, and

1 Bearinion / 25 T

ng Plate al Piles


All MaU.S. P

ng Plateons Tens

y, 75 tons workina collar tube with The bearing pp varies by projhear, reinforceme

Installation No

After installatioand capacity, chole using Magand secure widrilling throughwelds may be direct bearing required for thcap. Cap capleast 4x larger

agnum Steel & PrPatents 6,058,662

e Cap ion


otes:

n of a Magnum Hcut-off the pile shagnum drill templaith one 1-1/2” bo

h pile may be omit used to secure c of plate on pilee project and cas

pacity is based onthan plate size an

roducts Made in and 5,234,287; O


elical Pile to the caft at the proper elte. Place the pile

olt. Snug tightentted and (2) 1-1/2cap to pile in place shaft. Place st concrete over n embedment in cnd minimum 2,500

Magnum 6082 Sc

West C

www.m

U.S.A. Other Patents Pen


correct depth, torqlevation. Drill 1-9/e cap over the shn nut. Alternative2” diameter E70 pce of bolts. Ensreinforcing steel and around the pconcrete pile cap psi.



ding.

ate les ES gn

ue, 16” haft ely,

plug ure as

pile p at

nc. Dr. 069 437 com


P

C

U

A

MAl5.8Fit

De

Macapanddocpro

Collar Tube

End Effector

ile Connection

Surface Coating

Compatibility

Ultimate Compre

llowable Compre


escription


SPECIF

0.38 in. x

10” x

(3) 1-1/2”


MH625, MH6

CAP C

ession / Tension

ession / Tension


0-6M1010B3 beworking capacity /8” plate for emas well as IBC, ing minimum em

FICATIONS

x 5.85 in. I.D. AS

10” x 5/8” Steel

SAE Grade 5 / A


625R, MH637, MMH646R

CAPACITY

150 T

n 75 T

1300-6M75 Tons C 10” x 10” x 646R Magn


mbedment for two

STM A513 GR65

Bearing Plate

ASTM A325 Bol


MH637R, MH646R

Tons / 106 Tons

Tons / 53 Tons

M1010B3Compress



5+

lts

Steel (EP)

6, and

3 Bearinion / 53 T

ng Plate al Piles


All MU.S.

ng Plateons Tens

, 75 tons workina collar tube with The bearing pp varies by projhear, reinforcem

Installation No

After installatioand capacity, choles using Maand secure witdrilling throughwelds may be reinforcing steearound the piconcrete pile capsi.


e Cap ion

ng capacity in coh bolt hole for co

plate cap is desiject and is the rent of concrete,

otes:

n of a Magnum Hcut-off the pile shaagnum drill templath three 1-1/2” bo

h pile may be omit used to secure el as required for tle cap. Cap caap at least 4x larg


ompression andonnection to Maigned in accordresponsibility of and pile spacing

elical Pile to the caft at the proper elate. Place the pil

olts. Snug tightentted and (6) 1-1/2cap to pile in pla

the project and caapacity is based

ger than plate size

Magnum 6082 Sc

West C

www.m



f registered desig.

correct depth, torqlevation. Drill 1-9/e cap over the sh

n nuts. Alternative2” diameter E70 pace of bolts. Pla

ast concrete over a on embedment and minimum 2,5



nding.

ate les ES ign

ue, 16” haft ely,

plug ace and in 500

nc. Dr. 069 437 com


P

C

U

A

MAl5.8Fit

De

Magcapanddocprof

Collar Tube

End Effector

ile Connection

Surface Coating

Compatibility

Ultimate Compre

llowable Compre


escription


SPECIF

0.38 in. x

11” x

(1) 1-1/2”


MH625, MH6

CAP C

ession / Tension

ession / Tension


0-NE1111B1 beworking capacity /4” plate for emas well as IBC, ng minimum em

FICATIONS

x 5.85 in. I.D. AS

11” x 3/4” Steel

” SAE Grade 5 /


625R, MH637, MMH646R

CAPACITY

191 T

n 95 T

1300-6N95 Tons C 11” x 11” x 646R Magn


mbedment for two

STM A513 GR65

Bearing Plate

ASTM A325 Bo


MH637R, MH646R

Tons / 146 Tons

Tons / 73 Tons

N1111B1Compress



5+

olt

Steel (EP)

6, and

1 Bearinion / 32 T

ng Plate al Piles


In

Afcauswimseshovco

All MaU.S. Pa

ng Plateons Tens

y, 95 tons workina collar tube with The bearing pp varies by projhear, reinforceme

nstallation Notes:

fter installation of apacity, cut-off thsing Magnum drill ith one 1-1/2” bolay be omitted an

ecure cap to pile ihaft. Place reinforver and around thoncrete pile cap at

gnum Steel & Pratents 6,058,662 a

Cap ion


:

a Magnum Helicae pile shaft at th template. Place lt. Snug tighten n

nd (2) 1-1/2” diamin place of bolts. rcing steel as reqhe pile cap. Capt least 4x larger th

roducts Made in Uand 5,234,287; Ot


al Pile to the correhe proper elevatio the pile cap over nut. Alternatively

meter E70 plug we Ensure direct beuired for the proje

p capacity is basean plate size and

Magnum 6082 Sc

West C

www.m



ect depth, torque, on. Drill 1-9/16” h the shaft and secy, drilling through elds may be used

earing of plate on ect and cast conced on embedmen minimum 2,500 p



ding.

ate les ES gn

and hole cure pile

d to pile

crete nt in psi.

nc. Dr. 069 437 com


P

C

U

A

MAl5.8Fit

De

Macapanddocpro

Collar Tube

End Effector

ile Connection

Surface Coating

Compatibility

Ultimate Compre

llowable Compre


escription


SPECIF

0.38 in. x

11” x

(3) 1-1/2”


MH625, MH6

CAP C

ession / Tension

ession / Tension


0-NE1111B3 beworking capacity /4” plate for emas well as IBC, ing minimum em

FICATIONS

x 5.85 in. I.D. AS

11” x 3/4” Steel

SAE Grade 5 / A


625R, MH637, MMH646R

CAPACITY

191 T

n 95 T

1300-6N95 Tons C 11” x 11” x 646R Magn


mbedment for two

STM A513 GR65

Bearing Plate

ASTM A325 Bol


MH637R, MH646R

Tons / 144 Tons

Tons / 72 Tons

N1111B3Compress



5+

lts

Steel (EP)

6, and

3 Bearinion / 72 T

ng Plate al Piles


All MU.S.

ng Plateons Tens

, 95 tons workina collar tube with The bearing pp varies by projhear, reinforcem

Installation Note

After installation and capacity, cuholes using Magsecure with threethrough pile maybe used to securrequired for the Cap capacity is larger than plate


Cap ion

ng capacity in coh bolt hole for co

plate cap is desiject and is the rent of concrete,

es:

of a Magnum Heut-off the pile shafnum drill templatee 1-1/2” bolts. Sn

y be omitted and (6re cap to pile in plproject and cast cbased on embed

size and minimum


ompression andonnection to Maigned in accordresponsibility of and pile spacing

elical Pile to the cft at the proper e

e. Place the pile cnug tighten nuts. 6) 1-1/2” diameterace of bolts. Placconcrete over anddment in concretem 2,500 psi.

Magnum 6082 Sc

West C

www.m



f registered desig.

correct depth, torqelevation. Drill 1-9cap over the shaft

Alternatively, drir E70 plug welds mce reinforcing steed around the pile ce pile cap at least



nding.

ate les ES ign

que, /16” and lling may el as cap. t 4x

nc. Dr. 069 437 com


U

A

P

MAl5.6Fit

De

Magcap6” xAC3incl

Ultimate Compre

Allowable Compr

Collar Tube

End Effector

Pile Connection

Surface Coating

Compatibility


escription

gnum MHC1350pacity, 33 tons wx 13.5” x 3/4” pl358 as well as uding minimum

CAP C

ession / Tension

ression / Tension

SPECIF

0.30 in. x 5

6” x 1

(1) 1-1/2”



0-5N6135B1 guworking capacity

ate for embedmIBC, ACI, and Aembedment for

CAPACITY

195

n 98 T

FICATIONS

5.63 in. I.D. AST

3.5” x 3/4” Steelwith Support G

SAE Grade 5 /


MH530 and M

1350-5N98 Tons C 6” x 13.5” xMagnum® H

usseted cap hasin tension. The

ment in cast-in-pAISC codes. Ap two-way and on

Tons / 65 Tons

Tons / 33 Tons

TM A370-08 100K

l Bearing Plate Gussets

ASTM A325 Bo


MH536

N6135B1Compressx 3/4” BearinHelical Piles

s 195 tons ultim gusseted cap c

place reinforced pplication of the ne-way punching

KSI

lts

Steel (EP)

1 Gusseion / 33 Tng Plate s

mate capacity, 9consists of a colla

concrete. The cap varies by p

g shear, reinforce

Ins

Aftcauswitmaseshovcoco

All MagnuU.S. Paten

eted Capons Tens

98 tons workingar tube with boltgusseted cap isproject and is thement of concre

stallation Notes:

ter installation of apacity, cut-off theing Magnum drill th one 1-1/2” boltay be omitted andcure cap to pile inaft. Place reinforer and around thncrete pile cap atncrete.


p ion

g capacity in cot holes for connes designed in ache responsibility ete, and pile spac

a Magnum Helicae pile shaft at thetemplate. Place tt. Snug tighten nd (2) 1-1/2” diamn place of bolts. rcing steel as requhe pile cap. Cap t least 4x larger th


ompression andection to Magnumccordance with of registered dcing.

l Pile to the correce proper elevationthe pile cap over nut. Alternatively,eter E70 plug weEnsure direct bea

uired for the proje capacity is basehan plate size and

Magnum 6082 Sc

West C

www.m


d 65 tons ultimam helical piles aICC-ES documeesign profession

ct depth, torque, an. Drill 1-9/16” hothe shaft and sec, drilling through elds may be usedaring of plate on

ect and cast concred on embedmend minimum 2,500



.

ate nd ent nal

and oles cure pile d to pile rete t in psi

nc. Dr. 069 437 com


U

A

P

MAl5.6Fit

De

Magcap6” xAC3incl

Ultimate Compre

Allowable Compr

Collar Tube

End Effector

Pile Connection

Surface Coating

Compatibility


escription

gnum MHC1350pacity, 83 tons wx 13.5” x 3/4” pl358 as well as uding minimum

CAP C

ession / Tension

ression / Tension

SPECIF

0.30 in. x 5

6” x 1

(3) 1-1/2”



0-5N6135B1 guworking capacity

ate for embedmIBC, ACI, and Aembedment for

CAPACITY

195 T

n 98 T

FICATIONS

5.63 in. I.D. AST

3.5” x 3/4” Steelwith Support G

SAE Grade 5 /


MH530 and M

1350-5N98 Tons C 6” x 13.5” xMagnum® H

sseted cap hasin tension. The

ment in cast-in-pAISC codes. Ap two-way and on

Tons / 165 Tons

Tons / 83 Tons

TM A370-08 100K

l Bearing Plate Gussets

ASTM A325 Bo


MH536

N6135B3Compressx 3/4” BearinHelical Piles

s 195 tons ultim gusseted cap c

place reinforced pplication of the ne-way punching

KSI

lts

Steel (EP)

3 Gusseion / 83 Tng Plate s

mate capacity, 9consists of a colla

concrete. The cap varies by p

g shear, reinforce

Ins

Aftcauswitmasethebaan

All MagnuU.S. Paten

eted Capons Tens

98 tons working ar tube with boltgusseted cap isproject and is thement of concre

stallation Notes:

ter installation of apacity, cut-off theing Magnum drill th three 1-1/2” bolay be omitted andcure cap to pile ine project and cast sed on embedmed minimum 2,500


p ion

capacity in comt holes for connes designed in ache responsibility ete, and pile spac

a Magnum Helicae pile shaft at thetemplate. Place tts. Snug tighten nd (6) 1-1/2” diamn place of bolts. concrete over and

ent in concrete pile psi concrete.


mpression and ection to Magnumccordance with of registered dcing.

l Pile to the correce proper elevationthe pile cap over nuts. Alternativelyeter E70 plug wePlace reinforcing d around the pile e cap at least 4x l

Magnum 6082 Sc

West C

www.m


165 tons ultimam helical piles aICC-ES documeesign profession

ct depth, torque, an. Drill 1-9/16” hothe shaft and secy, drilling through elds may be used steel as required cap. Cap capacitarger than plate s



.

ate nd ent nal

and oles cure pile d to for ty is size

nc. Dr. 069 437 com


SPECIFICATIONS


End Effector 12” x 12” x 3/4” Steel Bearing Plate Tilted 20 Degrees

Pile Connection (2) 1” SAE Grade 5 / ASTM A325 Bolts

Surface Coating


Compatibility MH325R

CAP CAPACITY



MAGNUM® MHC1420-3N1212BR Tilted Plate Cap Allowable Capacity 25 Tons Compression / 25 Tons Tension 3.13-Inch I.D. Collar with 12” x 12” x 3/4” Bearing Plate Tilted 20 Degrees Fits MH325R Magnum® Helical Piles

Description

Magnum MHC1420-3N1212BR bearing plate cap has 50 tons ultimate capacity, 25 tons working capacity in compression and tension. The bearing plate cap consists of a collar tube with bolt holes for connection to Magnum helical piles and 12” x 12” x 3/4” plate battered 20 degrees for attachment to a steel beam. The bearing plate cap is designed in accordance with ICC-ES document AC358 as well as IBC, ACI, and AISC codes. Application of the cap varies by project and is the responsibility of registered design professional including beam attachment, beam shear, beam span, web stiffening, bracing, and pile spacing as applicable.

Installation Notes:

After installation of a Magnum Helical Pile to the correct depth, torque, and capacity, cut-off the pile shaft at the proper elevation. For Bolted "B" application, drill two 1.06” holes using Magnum drill template. Place the pile cap over the shaft and secure with two 1” bolts. Snug tighten nuts. For Welded "W" application, plug weld cap in place through manufactured drill holes. Remove surface coating from plug weld areas. Place steel beam on cap and weld per project specifications.


West Chester, OH 45069 800-822-7437



Note: Cap capacity takes into account strength of collar, end effecter, and pileconnection. Capacity may be limited by the helical pile itself, bearing/pulloutcapacity of soil, or strength of the structure to which the cap is attached,whichever is less.


SPECIFICATIONS


End Effector 16” x 16” x 7/8” Steel Bearing Plate Tilted 20 Degrees

Pile Connection (3) 1-1/2” SAE Grade 5 / ASTM A325 Bolts

Surface Coating


Compatibility MH625, MH625R, MH637, MH637R, MH646, and MH646R

CAP CAPACITY



MAGNUM® MHC1420-6N1616 Tilted Plate Cap Allowable Capacity 95 Tons Compression / 73 Tons Tension 5.85-Inch I.D. Collar with 16” x16” x 7/8” Bearing Plate Tilted 20 Degrees Fits MH625 Through MH646R Magnum® Helical Piles

Description Magnum MHC1420-6N1616B bearing plate cap has 191 tons ultimate capacity, 95 tons working capacity in compression and 146 tons ultimate capacity, 73 tons working capacity in tension. The bearing plate cap consists of a collar tube with bolt holes for connection to Magnum helical piles and 16” x 16” x 7/8” plate tilted 20 degrees for attachment to a steel beam. The bearing plate cap is designed in accordance with ICC-ES document AC358 as well as IBC, ACI, and AISC codes. Application of the cap varies by project and is the responsibility of registered design professional including beam attachment, beam shear, beam span, web stiffening, bracing, and pile spacing as applicable.

Installation Notes:

After installation of a Magnum Helical Pile to the correct depth, torque, and capacity, cut-off the pile shaft at the proper elevation. For Bolted "B" application, drill three 1-9/16” holes using Magnum drill template. Place the pile cap over the shaft and secure with three 1-1/2” bolts. Snug tighten nuts. For Welded "W" application, plug weld cap in place through manufactured drill holes. Remove surface coating from plug weld areas. Place steel beam on cap and weld per project specifications.


West Chester, OH 45069 800-822-7437


All Magnum Steel & Products Made in U.S.A.

U.S. Patents 6,058,662 and 5,234,287; Other Patents Pending.


P

C

U

A

MAl3.1Fit

De

Magcapattaas wbrac

Noteconncapais le

Collar Tube

End Effector

ile Connection

Surface Coating

Compatibility

Ultimate Compre

llowable Compre

MAGNUMllowable C13-Inch I.D. ts MH313B,

escription

gnum MHC1530p consists of a cachment to commwell as IBC, ACce attachment, b


ess.

SPECIF

0.25 in. x

6” x 8” x 3/4” Swith

(1) 7/8” S


CAP C

ession / Tension

ession / Tension

M® MHCCapacity 1 Collar with MH313BR

0-3N68 panel bracollar tube with mon pre-cast coI, and AISC codbrace spacing, a


FICATIONS

x 3.13 in. I.D. AS

Steel Bearing Plh Threaded Attac

SAE Grade 5 / A


MH325B

CAPACITY

32 T

n 16 T

1530-3N16 Tons C 6” x 8” x 3/4, and MH32

ace cap has 32 bolt holes for co

oncrete or tilt-up des. Applicationand brace height



STM A513 GR65

late Tilted 30 Dechment Stud

ASTM A325 Bolts


B

Tons / 32 Tons

Tons / 16 Tons

N68 PanCompress

4” Plate Tilt25B Magnum

tons ultimate caonnection to Ma panel braces.

n of the cap varit on the wall, as


5+

egrees

s

Steel (EP)

el Braceion / 16 Tted 30 Degrm® Helical P

apacity, 16 tons agnum helical piThe bearing plaes by project anapplicable.

All MagnU.S. Pat


e Cap ons Tens

rees with ¾”Piles

working capacitiles and 6” x 8”

ate cap is designnd is the respon

Installation Note

After installation and capacity, stoshaft at the propMagnum drill temwith one 7/8” bomanufacturer spe

num Steel & Prodtents 6,058,662 an

Total H

ion ” Stud

ty in compressio x 3/4” plate tiltened in accordannsibility of registe

es:

of a Magnum Heop the shaft at thper elevation. If nmplate. Place theolt. Snug tightenecifications.

ducts Made in U.nd 5,234,287; Oth

orizontal Thru

on and tension. ed 30 degrees wce with ICC-ES

ered design prof

elical Pile to the cohe correct elevationecessary, drill one pile cap over th

n nut. Connect w

Magnum 6082 Sc

West C

www.m

.S.A. er Patents Pendin

ust Resistance

The bearing plawith a ¾” stud f document AC3fessional includi

orrect depth, torqon or cut-off the pne 15/16” hole ushe shaft and sec

wall brace per bra



ng.

e = 8 Tons

ate for 58 ng

ue, pile sing ure ace

nc. Dr. 069 437 com


P

C

U

A

MAl3.1Fit

De

Magcapattaas wbrac

Noteconncapais le

Collar Tube

End Effector

ile Connection

Surface Coating

Compatibility

Ultimate Compre

llowable Compre

MAGNUMllowable C13-Inch I.D. ts MH313B,

escription

gnum MHC1545p consists of a cachment to commwell as IBC, ACce attachment, b


ess.

SPECIF

0.25 in. x

6” x 8” x 3/4” Swith

(1) 7/8” S


CAP C

ession / Tension

ession / Tension

M® MHCCapacity 1 Collar with MH313BR

5-3N68 panel bracollar tube with mon pre-cast coI, and AISC codbrace spacing, a


FICATIONS

x 3.13 in. I.D. AS

Steel Bearing Plh Threaded Attac

SAE Grade 5 / A


MH325B

CAPACITY

32 T

n 16 T

1545-3N16 Tons C 6” x 8” x 3/4, and MH32

ace cap has 32 bolt holes for co

oncrete or tilt-up des. Applicationand brace height



STM A513 GR65

late Tilted 45 Dechment Stud

ASTM A325 Bolts


B

Tons / 32 Tons

Tons / 16 Tons

N68 PanCompress

4” Plate Tilt25B Magnum

tons ultimate caonnection to Ma panel braces.

n of the cap varit on the wall, as


5+

egrees

s

Steel (EP)

el Braceion / 16 Tted 45 Degrm® Helical P

apacity, 16 tons agnum helical piThe bearing plaes by project anapplicable.

All MagnU.S. Pat


e Cap ons Tens

rees with ¾”Piles

working capacitiles and 6” x 8”

ate cap is designnd is the respon

Installation Note

After installation and capacity, stoshaft at the propMagnum drill temwith one 7/8” bomanufacturer spe

num Steel & Prodtents 6,058,662 an

Total Ho

ion ” Stud

ty in compressio x 3/4” plate tiltened in accordannsibility of registe

es:

of a Magnum Heop the shaft at thper elevation. If nmplate. Place theolt. Snug tightenecifications.

ducts Made in U.nd 5,234,287; Oth

orizontal Thru

on and tension. ed 45 degrees wce with ICC-ES

ered design prof

elical Pile to the cohe correct elevationecessary, drill one pile cap over th

n nut. Connect w

Magnum 6082 Sc

West C

www.m

.S.A. er Patents Pendin

ust Resistance

The bearing plawith a ¾” stud f document AC3fessional includi

orrect depth, torqon or cut-off the pne 15/16” hole ushe shaft and sec

wall brace per bra



ng.

e = 11 Tons

ate for 58 ng

ue, pile sing ure ace

nc. Dr. 069 437 com


(For Continuity of the Catalog, This Page is Intentionally Blank)


MHA2

000

Low-

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MH31

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313R

, MH

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MAGNUM® MHA4010-2 Foot Operated Hydraulic Control 3,500 psi Maximum Pressure Control Assembly for Torque Motors Description The MAGNUM MHA4010-2 is a foot operated hydraulic control for operation of a variety of torque motors. The device enables hands free operation and has applications for foundation repair and augmentation using helical piles. It is beneficial in the operation of torque motors inside existing structures using an external hydraulic power pack and portable torque motors without heavy equipment. The pedal is bi-directional for control of forward and reverse rotation. Twin hydraulic gauges measure input pressure and back pressure for determination of motor torque.

Note: Torque motors have differing hydraulic pressure and flow requirements. Consult a MAGNUM technical support representative for assistance in determining compatibility of the MHA4010-2 with specific torque motors.


West Chester, OH 45069 800-822-7437



Pedal Guard

Roll Bar/Handle

Hydraulic Valve Assy

Base Plate

Pedal Sub Assembly

Hydraulic Guages


n Bracket (MP)

n for Bracket Style

Helical Pile and Push Pier Shafts with

f (2)=1.75", (3)=3.0", (4

)=4.5"

anized, or (EP) Epoxy Powder Coated

Mag

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Mag

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ISO

900

1:20

08C

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Magnum Piering Foundation Unique Numeric Designation

Collar Inside Diameter fits He

Outside Diameters of (

(G) Galvanized, (NG) Non-Galvan

Part

No.

MP10

01-

3G

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CONNECTION TYPE

ULTIMATE CAPACITY*

ALLOWABLE CAPACITY*

SINGLE BOLTED

5 Tons

2.5 Tons

DOUBLE BOLTED

7 Tons

3.5 Tons

TRIPLE BOLTED

7 Tons

3.5 Tons

SPECIFICATIONS


Configuration 6” x 12” x 3/8” Plate with (8) 9/16” Thru Holes for 1/2" Expansion Anchors

Pile Connection (1,2 or3) 3/4" SAE GR8 / ASTM A490

Surface Coating

Galvanized per ASTM A153/A123 (G) or Bare Metal (B)

Compatibility MP212

MAGNUM® MP1001-2 Plate Bracket Allowable Capacity 3.5 Tons 6” x 12” x 3/8” Plate with (8) 9/16” Thru Holes & 1.88" I.D. Collar Fits MP212 Magnum® Steel Push Piers

Description

The Magnum MP1001-2 plate bracket has 7 tons maximum ultimate capacity, 3.5 tons working capacity in compression and tension. The bracket consists of a collar tube with three 3/4” threaded bolt holes for connection to Magnum push piers and (8) thru holes for attachment to existing concrete using expansion anchors. The bracket is designed in accordance with ICC-ES document AC358 as well as IBC, ACI, and AISC codes. Design and detailing of the connection to the structure varies by project and is the responsibility of registered design professional including maximum concrete span, pier spacing, concrete shear, and concrete bearing.

Installation Notes: Prepare the existing foundation. Attach the bracket and Magnum ram. Install the push pier to the required pressure and load test. Lift the structure as needed using either a Magnum ram or lifting fixture. Drill holes and bolt the bracket to the pile.


West Chester, OH 45069 800-822-7437



*Bracket connection to pile consists of field threaded blind bolts as described in Section 7-13 of AISC Code. Capacities shown are based on IAS accredited laboratory testing of Magnum products.


CONNECTION TYPE

ULTIMATE CAPACITY*

ALLOWABLE CAPACITY*

SINGLE BOLTED

5 Tons

2.5 Tons

DOUBLE BOLTED

7 Tons

3.5 Tons

TRIPLE BOLTED

7 Tons

3.5 Tons

SPECIFICATIONS


Configuration 6” x 4” x 12” x 3/8” Angle with (8) 9/16" Thru Holes for 1/2" Expansion Anchors

Pile Connection (1 or 2) 3/4" SAE GR8 / ASTM A490

Surface Coating

Galvanized per ASTM A153/A123 (G) or Standard Magnum Blue Paint (P)

Compatibility MP212

MAGNUM® MP1002-2 Angle Bracket Allowable Capacity 3.5 Tons 6” x 4” x 12” x 3/8” Angle with 8 – 9/16” Thru Holes & 1.83" I.D. Collar Fits MP212 Magnum® Steel Push Piers

Description

The Magnum MP1002-2 angle bracket has 7 tons maximum ultimate capacity, 3.5 tons working capacity in compression and tension. The bracket consists of a collar tube with (3) 3/4” threaded bolt holes for connection to Magnum push piers and (8) thru holes for attachment to existing concrete using expansion anchors. The bracket is designed in accordance with ICC-ES document AC358 as well as IBC, ACI, and AISC codes. Design and detailing of the connection to the structure varies by project and is the responsibility of registered design professional including maximum concrete span, pier spacing, concrete shear, and concrete bearing.

Installation Notes: Prepare the existing foundation. Attach the bracket and Magnum ram. Install the push pier to the required pressure and load test. Lift the structure as needed using either a Magnum ram or lifting fixture. Drill holes and bolt the bracket to the pile.


West Chester, OH 45069 800-822-7437





CONNECTION TYPE

ULTIMATE CAPACITY*

0.13 / 0.25 Wall Pile

ALLOWABLE CAPACITY*

0.13 / 0.25 Wall Pile

SINGLE BOLTED

10 Tons / 18 Tons

5 Tons / 9 Tons

DOUBLE BOLTED

17 Tons / 35 Tons

8 Tons / 18 Tons

TRIPLE BOLTED

28 Tons / 53 Tons

14 Tons / 26 Tons

SPECIFICATIONS


Configuration 8” x 21” x 3/8” Plate with 18 – 9/16” Thru Holes for 1/2" Expansion Anchors

Pile Connection (1, 2, or 3) 3/4" SAE GR8 / ASTM A490

Surface Coating


Compatibility MH313, MH313R, MH325, MH325R, MP313, and MP325

MAGNUM® MP1001-3 Plate Bracket Allowable Capacity 26 Tons 8” x 21” x 3/8” Plate with 18 – 9/16” Thru Holes & 3.13" I.D. Collar Fits MH313, MH313R, MH325, and MH325R Magnum® Helical Piles and MP313 and MP325 Magnum® Steel Push Piers

Description The Magnum MP1001-3 plate bracket has 53 tons maximum ultimate capacity, 26 tons working capacity in compression and tension. The bracket consists of a collar tube with (3) 3/4” threaded bolt holes for connection to Magnum helical piles and Magnum push piers and 18 thru holes for attachment to existing concrete using concrete expansion anchors. The bracket is designed in accordance with ICC-ES document AC358 as well as IBC, ACI, and AISC codes. Design and detailing of the connection to the structure varies by project and is the responsibility of registered design professional including maximum concrete span, pier spacing, concrete shear, and concrete bearing.

Installation Notes: Prepare the existing foundation. For steel push pier applications, attach the bracket and Magnum ram. Install the push pier to the required pressure and load test. For helical pile applications, excavate the pier location so the helix bearing plates fit below the existing foundation and the shaft is as close as possible to the face of the foundation. Install the helical pile to the correct depth and torque. Mount the bracket by sliding down the shaft rotating into position. In both cases, lift the structure as needed using either a Magnum ram or lifting fixture. Drill holes and bolt the bracket to the pile.


West Chester, OH 45069 800-822-7437





CONNECTION TYPE

ULTIMATE CAPACITY*

0.13 / 0.25 Wall Pile

ALLOWABLE CAPACITY*

0.13 / 0.25 Wall Pile

SINGLE BOLTED

10 Tons / 18 Tons

5 Tons / 9 Tons

DOUBLE BOLTED

17 Tons / 35 Tons

8 Tons / 18 Tons

TRIPLE BOLTED

28 Tons / 53 Tons

14 Tons / 26 Tons

SPECIFICATIONS


Configuration 8” x 8” x 24” x 1/2” Angle with (6) 9/16” Thru Holes for 1/2" Expansion Anchors


Surface Coating


Compatibility MH313, MH313R, MH325, MH325R, MP313, & MP325

MAGNUM® MP1002-3 Angle Bracket Allowable Capacity 26 Tons 8” x 8” x 24” x 1/2” Angle with (6) 9/16” Thru Holes & 3.13" I.D. Collar Fits MH313, MH313R, MH325, & MH325R Magnum® Helical Piles & MP313 & MP325 Steel Push Piers

Description

The Magnum MP1002-3 angle bracket has 53 tons maximum ultimate capacity, 26 tons working capacity in compression. The bracket consists of a collar tube with (3) 3/4” threaded bolt holes for connection to Magnum helical piles and Magnum push piers and (6) thru holes for attachment to existing concrete using expansion anchors. The bracket is designed in accordance with ICC-ES document AC358 as well as IBC, ACI, and AISC codes. Design and detailing of the connection to the structure varies by project and is the responsibility of registered design professional including maximum concrete span, pier spacing, concrete shear, and concrete bearing.



West Chester, OH 45069 800-822-7437






CONNECTION TYPE

ULTIMATE CAPACITY*

0.13 / 0.25 Wall Pile

ALLOWABLE CAPACITY*

0.13 / 0.25 Wall Pile

SINGLE BOLTED

10 Tons / 18 Tons

5 Tons / 9 Tons

DOUBLE BOLTED

17 Tons / 35 Tons

8 Tons / 18 Tons

TRIPLE BOLTED

28 Tons / 53 Tons

14 Tons / 26 Tons

SPECIFICATIONS




Surface Coating


Compatibility MH313, MH313R, MH325, MH325R, MP313 & MP325

MAGNUM® MP1005-3 Gusseted Angle Allowable Capacity 26 Tons 8” x 8” x 12” x 1/2” Angle with (6) 9/16” Thru Holes & 3.13" I.D. Collar Fits MH313, MH313R, MH325, & MH325R Magnum® Helical Piles & MP313 and MP325 Steel Push Piers

Description

The Magnum MP1005-3 plate bracket has 53 tons maximum ultimate capacity, 26 tons working capacity in compression. The bracket consists of a collar tube with (3) 3/4" threaded bolt holes for connection to Magnum helical piles and Magnum push piers and (6) thru holes for attachment to existing concrete using expansion anchors. The bracket is designed in accordance with ICC-ES document AC358 as well as IBC, ACI, and AISC codes. Design and detailing of the connection to the structure varies by project and is the responsibility of registered design professional including maximum concrete span, pier spacing, concrete shear, and concrete bearing.


West Chester, OH 45069 800-822-7437





CONNECTION TYPE

ULTIMATE CAPACITY*

0.13 / 0.25 Wall Pile

ALLOWABLE CAPACITY*

0.13 / 0.25 Wall Pile

SINGLE BOLTED

10 Tons / 18 Tons

5 Tons / 9 Tons

DOUBLE BOLTED

17 Tons / 35 Tons

8 Tons / 18 Tons

TRIPLE BOLTED

28 Tons / 53 Tons

14 Tons / 26 Tons

SPECIFICATIONS




Surface Coating


Compatibility MP313 & MP325

MAGNUM® MP1006-3 Reverse Angle Allowable Capacity 26 Tons 8” x 8” x 24” x 1/2” Angle with (16) 11/16” Thru Holes & 3.13" I.D. Collar Fits MP313 & MP325 Magnum® Steel Push Piers

Description

The Magnum MP1006-3 reverse angle bracket has 53 tons maximum ultimate capacity, 26 tons working capacity in compression and tension. The bracket consists of a collar tube with (3) 3/4" threaded bolt holes for connection to Magnum push piers and (16) thru holes for attachment to existing concrete using expansion anchors. The bracket is designed in accordance with IBC, ACI, and AISC codes. Design and detailing of the connection to the structure varies by project and is the responsibility of registered design professional including maximum concrete span, pier spacing, concrete shear, and concrete bearing.

Installation Notes: Prepare the existing foundation. Core a 3.50” diameter or larger hole through the footing or slab where the push pier is located. Attach the bracket and Magnum ram. Install the push pier through the core hole to the required pressure and load test. Lift the structure as needed using either a Magnum ram or lifting fixture. Drill holes and bolt the bracket to the pile.


West Chester, OH 45069 800-822-7437


All Magnum Steel & Products Made in U.S.A. U.S. Patents 6,058,662 and 5,234,287; Other Patents



Installation Notes: Prepare the existing foundation. For steel push pier applications, attach the bracket and Magnum ram. Install the push pier to the required pressure and load test. For helical pile applications, excavate the pier location so the helix bearing plates fit below the existing foundation and the shaft is as close as possible to the face of the foundation. Install the helical pile to the correct depth and torque. Mount the bracket and install the sleeve. In both cases, lift the structure as needed using either a Magnum ram or lifting fixture. Drill holes and bolt the bracket to the pile.

SPECIFICATIONS




Surface Coating


Compatibility MH313, MH313R, MH325, MH325R, MP313 & MP325

CONNECTION TYPE

ULTIMATE CAPACITY*

0.13 / 0.25 Wall Pile

ALLOWABLE CAPACITY*

0.13 / 0.25 Wall Pile

SINGLE BOLTED

10 Tons / 18 Tons

5 Tons / 9 Tons

DOUBLE BOLTED

17 Tons / 35 Tons

8 Tons / 18 Tons

TRIPLE BOLTED

28 Tons / 53 Tons

14 Tons / 26 Tons

MAGNUM® MP1007-3 Pivot Angle Allowable Capacity 26 Tons 8” x 4” x 24” x 1/2” Angle with (12) 9/16” Thru Holes & 3.13" I.D. Collar Fits MH313, MH313R, MH325, & MH325R Magnum® Helical Piles and MP313 & MP325 Steel Push Piers

Description

The Magnum MP1007-3 pivot angle bracket has 53 tons maximum ultimate capacity, 26 tons working capacity in compression. The bracket consists of a collar tube with (3) 3/4” threaded bolt holes for connection to Magnum helical piles and Magnum push piers and (12) holes for attachment to existing concrete using expansion anchors. The bracket is designed in accordance with ICC-ES document AC358 as well as IBC, ACI, and AISC codes. Design and detailing of the connection to the structure varies by project and is the responsibility of registered design professional including maximum concrete span, pier spacing, concrete shear, and concrete bearing.


West Chester, OH 45069 800-822-7437





SPECIFICATIONS

Top Fixture 3.5” x 3.5” Tube Steel

Configuration (2) #6 GR75 Thread Bars with Top Fixture and Base Fixture

Pile Connection Direct Bearing

Surface Coating

Galvanized per ASTM A153/A123 (G) or Bare Steel (NG)

Compatibility MP1001-3, MP1002-3, MP1005-3, MP1006-3, MP1007-3 & MP1016-3

MAGNUM® MP1008-3-6 Lifting Assembly Allowable Capacity 20 Tons (2) #6 GR75 Thread Bars with Top Fixture and Base Fixture Fits Magnum® MP1001-3, MP1002-3, MP1005-3, MP1006-3, MP1007-3 & MP1017-3 Brackets

Description

The Magnum MP1008-3-6 lifting assembly has 40 tons ultimate capacity, 20 tons working capacity in compression and 35 tons ultimate capacity, 18 tons working capacity in tension (with 0.25” wall pile shafts) or 17 tons ultimate capacity, 8 tons working capacity in tension (with 0.125” wall pile shafts). (2) 3/4” bolts must be placed through the bracket collar to secure in tension. The assembly consists of two thread bars, a top fixture, and base fixture for connection to most Magnum MPxxxx-3 brackets. The bracket is designed in accordance with ICC-ES document AC358 as well as IBC, ACI, and AISC codes.

Installation Notes: After installation of pier and bracket, attach lifting assembly (MP1008A-3) to the bracket underside using the bolt provided. Snug tighten nuts on top fixture. Attach second top fixture (MP1008B-3). Place a hydraulic power pack or bottle jack between the top fixtures and lift as required. Re-tighten nuts to secure pile and bracket position. Remove upper fixture (MP1008B-3) and re-use on other piles.


West Chester, OH 45069 800-822-7437



MP1008B

MP1008A


SPECIFICATIONS

Top Fixture 3.5” x 3.5” Tube Steel

Configuration (2) #7 GR75 Thread Bars with Top Fixture and Base Fixture

Pile Connection Direct Bearing

Surface Coating

Galvanized per ASTM A153/A123 (G) or Bare Steel (NG)

Compatibility MP1001-3, MP1002-3, MP1005-3, MP1006-3, MP1007-3 & MP1016-3

MAGNUM® MP1008-3-7 Lifting Assembly Allowable Capacity 25 Tons (2) #7 GR75 Thread Bars with Top Fixture and Base Fixture Fits Magnum® MP1001-3, MP1002-3, MP1005-3, MP1006-3, MP1007-3 & MP1017-3 Brackets

Description

The Magnum MP1008-3-7 lifting assembly has 50 tons ultimate capacity, 25 tons working capacity in compression and 35 tons ultimate capacity, 18 tons working capacity in tension (with 0.25” wall pile shafts) or 17 tons ultimate capacity, 8 tons working capacity in tension (with 0.125” wall pile shafts). (2) 3/4” bolts must be placed through the bracket collar to secure in tension. The assembly consists of two thread bars, a top fixture, and base fixture for connection to most Magnum MPxxxx-3 brackets. The bracket is designed in accordance with ICC-ES document AC358 as well as IBC, ACI, and AISC codes.

Installation Notes: After installation of pier and bracket, attach lifting assembly (MP1008A-3) to the bracket underside using the bolt provided. Snug tighten nuts on top fixture. Attach second top fixture (MP1008B-3). Place a hydraulic power pack or bottle jack between the top fixtures and lift as required. Re-tighten nuts to secure pile and bracket position. Remove upper fixture (MP1008B-3) and re-use on other piles.


West Chester, OH 45069 800-822-7437



MP1008B

MP1008A


SPECIFICATIONS

Bearing Plate ASTM A36 w/ 1-1/2" Slotted Hole

Configuration 8” x 21” x 3/8” Plate with (18) 9/16” Thru Holes for 1/2" Expansion Anchors

Pile Connection MHC1080-3B, MHC1080-3BR or MHC1080-35B Anchor Caps (not shown)

Surface Coating


Compatibility MH313, MH313R, MH3521, MH3521R, MH325 & MH325R

BRACKET CAPACITY IN TENSION

Ultimate 32 Tons

Allowable 16 Tons

MAGNUM® MP1017-3 Tie-Back Bracket Allowable Capacity 16 Tons Tension 8” x 21” x 3/8” Plate with (18) 9/16” Thru Holes & Gusseted Bearing Plate Fits MH313, MH313R, MH325, MH3521, MH3521R and MH325R Magnum® Helical Anchors

Description

The Magnum MP1017-3 tie-back bracket has 32 tons maximum ultimate capacity, 16 tons working capacity in tension. The bracket consists of a plate and two gussets for connection to Magnum helical piles and (18) thru holes for attachment to existing concrete using expansion anchors. The bracket is designed in accordance with ICC-ES document AC358 as well as IBC, ACI, and AISC codes. Design and detailing of the connection to the structure varies by project and is the responsibility of registered design professional including maximum concrete span, anchor spacing, concrete shear, and concrete bearing.

Installation Notes: Prepare the existing foundation. Install the helical anchor to the correct depth and torque. Install a Magnum MHC1080-3 pile cap on the anchor. Mount the bracket by sliding down over the thread bar into position. Secure to the anchor and post-tension as required for the project. Use spherical or wedge washer if anchor is not exactly perpendicular to bearing plate.


West Chester, OH 45069 800-822-7437




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4.50"

Diam

. x 0.

31" W

all S

tarte

r0.3

14.5

012

261

15.90

7,500

6040

G, N

G, E

P10

, 18

*Not

e 1

**N

ote

2

Surf

ace

Coa

tings

Not

es a

nd

Spec

ifica

tions

All M

agnu

m pr

oduc

ts ar

e man

ufactu

red u

sing A

STM

A513

Gra

de 65

ksi m

inimu

m yie

ld str

ength

stru

ctura

l tubin

g. A

s Mag

num

is co

mmitte

d to t

estin

g and

impr

oving

pr

oduc

ts, th

ese s

pecif

icatio

ns ar

e sub

ject to

chan

ge. A

dditio

nal p

rodu

ct sp

ecific

ation

s are

avail

able

at ww

w.m

agnu

mpi

erin

g.co

m an

d upo

n req

uest.

Stru

ctura

l cap

acity

is th

e the

oreti

cal b

uckli

ng st

reng

th of

the sh

aft in

firm

soils

with

fixed

head

cond

itions

(60 i

n unb

race

d len

gth, K

=0.65

). T

he ca

lculat

ion ta

kes i

nto

acco

unt c

orro

sion p

er IC

C-ES

AC3

58 an

d rep

rese

nts th

e cap

acity

after

corro

sion h

as oc

curre

d. B

uckli

ng ca

pacit

y will

be le

ss in

soft s

oils,

when

any p

art o

f the s

haft

is sta

nding

unsu

ppor

ted in

air,

water

or flu

id so

ils, o

r if he

ad co

nditio

ns di

ffer.

Maxim

um te

st loa

d is b

ased

on m

axim

um ra

m pr

essu

re tim

es pi

ston a

rea.

Ram

pres

sure

is lim

ited t

o tha

t whic

h wou

ld bu

ckle

the p

ile or

the m

axim

um sa

fe op

erati

ng

pres

sure

of th

e sys

tem, w

hiche

ver is

less

. The

stre

ngth

of the

push

pier

syste

m ma

y be g

over

ned b

y the

brac

ket, c

onne

ction

of th

e bra

cket

to the

pier

, or c

onne

ction

of

the br

acke

t to th

e stru

cture

. All p

ush p

iers s

hould

be lo

ad te

sted t

o 1.5

times

the d

esire

d des

ign/w

orkin

g loa

d.

G =

Hot-D

ip Zin

c Galv

anize

d per

AST

M A1

23/A

153,

NG =

Bar

e Stee

l, EP

= Ep

oxy P

owde

r Coa

ted pe

r ICC

-ES

AC22

8


MP21

2-FL

2" F

rictio

n Le

ad fo

r MP2

12 P

ush

Pier

0.12

2.00

4G,

NG,

EP

3

Leng

th(in

)

Maxim

um

Allo

wabl

e Loa

d fro

m T

est

w/ F

.S. =

1.5

(to

ns)

Surfa

ce

Coat

ing

Sche

mat

icM

agnu

m®

Fric

tion

Lead

s

Sys

tem

Rat

ings

& S

peci

fica

tion

s

Des

crip

tion

Shaf

tDe

sign

Wall

Gau

ge(in

)

Bear

ing

Ring

O.D. (in)

Mag

num

®P

ieri

ngP

ush

Pie

r Fr

icti

on L

ead

Spe

cifi

cati

ons

MP31

3-FL

3.5" F

rictio

n Le

ad fo

r MP3

13 P

ush

Pier

0.125

3.50

11G,

NG,

EP

3

MP32

5-FL

3.5" F

rictio

n Le

ad fo

r MP3

25 P

ush

Pier

0.25

3.50

21G,

NG,

EP

3

MP31

3-FL

55"

Fric

tion

Lead

for M

P313

Pus

h Pi

er0.1

255.0

011

G, N

G, E

P3

MP32

5-FL

55"

Fric

tion

Lead

for M

P325

Pus

h Pi

er0.2

55.0

021

G, N

G, E

P3

MP41

9-FL

5" F

rictio

n Le

ad fo

r MP4

19 P

ush

Pier

0.188

5.00

21G,

NG,

EP

3

MP42

5-FL

5" F

rictio

n Le

ad fo

r MP4

25 P

ush

Pier

0.25

5.00

40G,

NG,

EP

3

MP43

1-FL

5" F

rictio

n Le

ad fo

r MP4

31 P

ush

Pier

0.31

5.00

40G,

NG,

EP

3

Surf

ace

Coa

tings

Not

es a

nd

Spec

ifica

tions

G =

Hot-D

ip Zin

c Galv

anize

d per

AST

M A1

23/A

153,

NG =

Bar

e Stee

l, EP

= Ep

oxy P

owde

r Coa

ted pe

r ICC

-ES

AC22

8

All M

agnu

m pr

oduc

ts ar

e man

ufactu

red u

sing A

STM

A513

Gra

de 65

ksi m

inimu

m yie

ld str

ength

stru

ctura

l tubin

g. A

s Mag

num

is co

mmitte

d to t

estin

g and

impr

oving

pr

oduc

ts, th

ese s

pecif

icatio

ns ar

e sub

ject to

chan

ge. A

dditio

nal p

rodu

ct sp

ecific

ation

s are

avail

able

at ww

w.m

agnu

mpi

erin

g.co

m an

d upo

n req

uest.


Magnum® Foundation ProductsCorrosion and Life Expectancy

0 25 50 75 100 125 150

Bare Steel/Painted

Epoxy Powder Coated

Galvanized

Design Lifespan (yrs)*

Structural capacities and section properties shown in this catalog are based on a design lifespan of 75 years in most soil conditions for bare steel or painted surfaces unless noted otherwise. Design lifespan can be extended 16 years by epoxy powder coating or more than doubled by hot-dip zinc galvanizing to ASTM A123/A153.

*Design lifespan is determined by backcalculating the time required for a corrosion loss thickness of 50 mils using the rates of corrosion per ICC-ES Document AC358 Guidelines for Design of Helical Foundation Systems and Devices for moderate to highly corrosive soil conditions. Design lifespan is considerably shorter in conditions indicative of severe pile corrosion. Severe pile corrosion conditions are defined by soil resistivity less than 1,000 ohm-cm, soil pH less than 5.5, soils with high organic content, soil sulfate concentrations greater than 1,000 ppm, soils located in landfills, or soil containing mine waste. Design life also may be shortened for piles anchors caps and brackets exposed to atmosphere or in direct electrical contact with reinforcing steel or structural shortened for piles, anchors, caps and brackets exposed to atmosphere or in direct electrical contact with reinforcing steel or structural

Alternative methods of corrosion loss calculation are available for varying soil conditions and with different building code authorities as shown in the table below from Perko (2009) Helical Piles: A Practical Guide to Design and Installation. Florida DOT and Canadian Building Codes provide other useful references.

MAGNUM technical support personnel can provide assistance with regard to alternative corrosion loss calculation methods. MAGNUM corrosion engineers should be consulted for severe corrosion conditions, for products exposed to atmosphere, and when product applications require direct contact with reinforcing bars or structural steel.


SPECIFICATIONS

SHAFT HSS 1.75" x 0.12" wall ASTM A513 Grade 65 KSI, or Equiv.


COUPLING Inner 0.12" Sleeve

COATING Hot-Dip Galvanized (G),

Bare Steel (NG), or Epoxy Powder Coated (EP)

STANDARD RAM

3.14 in2 Piston Area, 7,500 Maximum P.S.I. (4,000 Max. P.S.I. Installation Pressure)

STRUCTURAL CAPACITY IN COMPRESSION*

8 Tons Ultimate

4 Tons Allowable

CAPACITY FROM LOAD TEST**

6 Tons Maximum Test Load

4 Tons Allowable from Test (F.S.=1.5)

MAGNUM® MP212 Push Pier 4 Tons Allowable Capacity in Compression High-Strength 1.75” Diameter, 0.12" Wall, Round-Shaft Push Piers with Male-Female Slip Connectors Description Magnum® MP212 push piers have a structural capacity in compression of 8 tons ultimate and 4 tons working. Push piers do not have tensile capacity unless the sections are welded together or a reinforcing steel bar and grout is placed in the pile casing. Sections couple together with male-female slip connectors. High strength steel offers increased buckling resistance compared to others. A friction reduction collar can be added to the pile to increase penetration depth. Sections are available in bare steel, epoxy powder coated, and galvanized. Galvanized coating extends average life expectancy to over 100 years even in highly corrosive environments. Custom lengths are available upon request. See Magnum® Technical Manual for additional information.

*Note1: Structural capacity is based on buckling strength of shaft in firm soils with pinned head conditions after 75 years corrosion for bare steel per ICC-ES AC358. Push piers shall be installed to appropriate depth into suitable bearing stratum as determined by geotechnical engineer or local practice. For tension capacity, push pier sections must be welded together or a reinforcing steel bar and grout must be placed in the pile.

**Note2: Push pier capacity is determined by load test using Magnum installation rams or lifting kit. All push piers shall be load tested to 1.5 times the desired working load. Test load is limited by maximum safe operating ram pressure or buckling capacity of shaft, whichever is less.


West Chester, OH 45069 800-822-7437

www.magnumpiering.com All Magnum Steel & Products Made in U.S.A.



SPECIFICATIONS

SHAFT HSS 3.00" x 0.13" Wall ASTM A513 Grade 65 KSI, or Equiv.





STANDARD RAM



22 Tons Ultimate

11 Tons Allowable








West Chester, OH 45069 800-822-7437




SPECIFICATIONS






STANDARD RAM

8.30 in2 Piston Area, 7,500 Maximum P.S.I.


55 Tons Ultimate 28 Tons Allowable








West Chester, OH 45069 800-822-7437




SPECIFICATIONS

SHAFT HSS 4.50" x 0.13" Wall ASTM A450 65 KSI, or Equiv.





STANDARD RAM





31 Tons Maximum Test Load 21 Tons Allowable from Test (F.S.=1.5)

MAGNUM® MP413 Push Pier 21 Ton Allowable Capacity in Compression High-Strength 4.50” Diameter, 0.13" Wall, Round-Shaft Push Piers with Male-Female Slip Connectors Description Magnum® MP413 push piers have 40 tons ultimate capacity and 20 tons working capacity in compression. Push piers do not have tensile capacity unless the sections are welded together or a reinforcing steel bar and grout is placed in the pile casing. Sections couple together with male-female slip connectors. Round shafts offer increased lateral and buckling resistance compared to solid square shafts. Galvanized coating extends average life expectancy to over 100 years for most soil conditions. Custom lengths and blade configurations are available upon request. See Magnum® Technical Manual for additional information.




West Chester, OH 45069 800-822-7437




SPECIFICATIONS






STANDARD RAM










West Chester, OH 45069 800-822-7437




SPECIFICATIONS






STANDARD RAM







*Note1: Structural capacity is based on buckling strength of shaft in firm soils with pinned head conditions after 75 years corrosion for bare steel per ICC-ES AC358. Structural capacity is based on buckling strength of shaft in firm soils with fixed head conditions. Push piers shall be installed to appropriate depth into suitable bearing stratum as determined by geotechnical engineer or local practice. For tension capacity, push pier sections must be welded together or a reinforcing steel bar and grout must be placed in the pile.



West Chester, OH 45069 800-822-7437




SPECIFICATIONS






STANDARD RAM

15.9 in2 Piston Area 7,500 Maximum P.S.I.









West Chester, OH 45069 800-822-7437




M313.2Hy DeMacap82.Addsho

Nliatap

AU

MAGNU1 Ton M25” Bore, 22ydraulic Ram

escription gnum MP6000

pacity of 31 tons5 inches. The ditional push pieoe fits various Ma

Note: Magnum’sifting. Bracket cand pier spacing aking into accoupunching shear s


Hydraulic

UM® MPaximum2” Stroke, 7m Assembly

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s push piering syonnection to stru should be desig

unt the thicknessstrength of the e


c Ram

Nose Adapte

Quick Conne

Ram Shoe

Aluminum Ch

P6000m Capac

,500 psi May for MP313

s are used for iressure. It is useaccommodate p

ons can be addeon brackets. Pe

ystem is used foructure, required gned by a profess, weight, live loaxisting foundatio


er

ectors

hannels

0

5

10

15

20

25

30

35

0

Force (To

ns)

K Ramity

aximum Pres3 and MP32

nstallation and ed for repair, liftpush pier colum

ed until the pier rermanent pier to

r stabilization an pier capacity, ssional engineerads, and on.

s Pending.

1,000

Ram Area =

BPist

SMax. Burst

BNose

Hydra

m Kit

ssure 5 Push Pier

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mns up to 36” loreaches adequa bracket connect

nd

r

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r Shafts

agnum MP313 anent support of eong that are coate bearing matetion is made with

00 4,000

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Force Calibrat

PECIFICATIO

2.5” Diam

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oupled together erial and a succeh up to three (3)

5,000 6,000

)

tion

ONS 3.25” Diam2.0” Diam

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h piers. The raions. Ram heigby male-femaleessful load test ¾” Grade 8 bol

Magnum 6082 Sc

West C

www.m

0 7,000 8

Max. Pressure

m. .

si

& MP325 Shafts).

m has an ultimaht with channels

e slip connectionis achieved. Rats.



8,000

)

ate s is ns. am

nc. Dr. 069 437 com


M313.2Hy DeMacap52-Addsho

Nliatap

AU


escription gnum MP6100

pacity of 31 tons-7/8 inches. Thditional push pieoe fits various Ma

Note: Magnum’sfting. Bracket c

and pier spacing aking into accoupunching shear s


Hydraulic


Push Pier Rams at maximum pre assembly can

er column sectioagnum foundatio




c Ram

Nose Adapte

Quick Conne

Ram Shoe

Aluminum Ch

P6100m Capac


s are used for iressure. It is usen accommodateons can be addeon brackets. Pe



er

ectors

hannels

0

5

10

15

20

25

30

35

0

Force (To

ns)

K Ramity

aximum Pres3 and MP32

nstallation and ed for repair, lift push pier colu

ed until the pier rermanent pier to


s Pending.

1,000

Ram Area =

BPist

SMax. Burst

BNose

Hydra

m Kit

ssure 5 Push Pier

load testing Maing, and permanmns up to 18” reaches adequa bracket connect

nd

r

2,000 3,00

Ram F

= 8.30 in2


r Shafts

agnum MP313 anent support of elong that are co

ate bearing matetion is made with

00 4,000

Pressure (psi

Force Calibrat

PECIFICATIO

2.5” Diam

and MP325 pushexisting foundatioupled together erial and a succeh up to three (3)

5,000 6,000

)

tion


12” 7,500 psi15,000 ps

(1) 3/4” m. (Fits MP313 &

3/8” Diam

h piers. The raions. Ram heig by male-femaleessful load test ¾” Grade 8 bol

Magnum 6082 Sc

West C

www.m

0 7,000 8

Max. Pressure

m. .

si

& MP325 Shafts).

m has an ultimaht with channelse slip connectionis achieved. Rats.



8,000

)

ate s is ns. am

nc. Dr. 069 437 com


M122.0Hy DeMatonThecoluMa

Nliatap

AU


escription gnum MP7000 Ps at maximum pe assembly can umn sections cagnum foundation




Hydraulic


Push Pier Ramspressure. It is usaccommodate pan be added unn brackets. Per




c Ram

Nose Adapte

Quick Conne

Ram Shoe

Aluminum Ch

P7000m Capac


s are used for insed for repair, liftpush pier columnntil the pier reacmanent pier to b



er

ectors

hannels

0

2

4

6

8

10

12

14

0

Force (To

ns)

K Ramity

aximum Pres2 Push Pier

nstallation and loting, and permanns up to 36” longches adequate bbracket connectio


s Pending.

1,000

Ram Area =

BPist

SMax. Burst

BNose

Hydra

m Kit

ssure Shaft

oad testing Magnent support of eg that are couplebearing materialon is made with

nd

r

2,000 3,00

Ram F

3.14 in2


num MP212 puexisting foundatied together by ml and a success up to three (3) ¾

0 4,000

Pressure (psi)

Force Calibrat

PECIFICATIO

1.75” Diam

sh piers. The raions. Ram heigh

male-female slip sful load test is ¾” Grade 8 bolts

5,000 6,000

)

tion


22” 7,500 psi15,000 ps

(1) 3/4” m. (Fits MP212 P

3/8” Diam

am has an ultimht with channels connections. Aachieved. Ram

s.

Magnum 6082 Sc

West C

www.m

0 7,000 8

Max. Pressure

m. m.

si

Push Pier Shaft).

mate capacity of s is 76-9/16 incheAdditional push pm shoe fits vario



8,000

)

12 es.

pier ous

nc. Dr. 069 437 com


M122.0Hy DeMatonThecoluMa

Nliatap

AU


escription gnum MP7100 Ps at maximum pe assembly can umn sections cagnum foundation




Hydraulic Ram


Push Pier Ramspressure. It is usaccommodate pan be added unn brackets. Per




m

Nose Adapte

Quick Conne

Ram Shoe

Aluminum Ch

P7100m Capac


s are used for insed for repair, lifpush pier columnntil the pier reacmanent pier to b



er

ectors

hannels

0

2

4

6

8

10

12

14

0

Force (To

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K Ramity

aximum Pres2 Push Pier

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s Pending.

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SMax. Burst

BNose

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m Kit

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oad testing Maganent support of g that are couplebearing materialon is made with

nd

r

2,000 3,00

Ram F

= 3.14 in2


num MP212 pu existing foundaed together by ml and a success up to three (3) ¾

00 4,000

Pressure (psi

Force Calibrat

PECIFICATIO

1.75” Diam

sh piers. The rations. Ram heig

male-female slip sful load test is ¾” Grade 8 bolts

5,000 6,000

)

tion


12” 7,500 psi15,000 ps

(1) 3/4” m. (Fits MP212 P

3/8” Diam

am has an ultimght with channel connections. Aachieved. Ram

s.

Magnum 6082 Sc

West C

www.m

0 7,000 8

Max. Pressure

m. m.

si

Push Pier Shaft).

mate capacity of ls is 52-7/8 inche

Additional push pm shoe fits vario



8,000

)

12 es.

pier ous

nc. Dr. 069 437 com


Ultim

ate

(tons

)Al

lowa

ble

(tons

)

Pist

on

Area

(in

2)

Test

Pr

essu

re

(psi)

Mag

num

®

Slab

jack

Pie

r

Sys

tem

Rat

ings

& S

peci

fica

tion

s

Des

crip

tion

Shaf

tDe

sign

Wall

Ga

uge

(in)

Shaf

tO.

D. (in)

Stru

ctur

al Ca

pacit

y*

(C

ompr

essio

n)Ra

m S

pecif

icatio

ns

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um

Test

Lo

ad**

(tons

)

Maxim

um

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wabl

e Loa

d fro

m T

est

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(to

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ce

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Stan

dard

Sect

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Leng

ths

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Mag

num

®P

ieri

ngS

labj

ack

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r S

peci

fica

tion

s

MP11

31.3

1" D

iam. x

0.12

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ier0.1

21.3

15.1

2.63.1

42,5

003.9

2.6G,

NG,

EP

18, 3

6

MP11

3-S

1.31"

Diam

. x 0.

12" W

all S

tarte

r0.1

21.3

15.1

2.63.1

42,5

003.9

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3-FL

Frict

ion

Lead

for M

P113

Slab

jack P

ier0.2

1.75

5.12.6

3.14

2,500

3.92.6

G, N

G, E

P2

*Not

e 1

**N

ote

2

Surf

ace

Coa

tings

Not

es a

nd

Spec

ifica

tions

Stru

ctura

l cap

acity

is th

e the

oreti

cal b

uckli

ng st

reng

th of

the sh

aft in

firm

soils

with

pinn

ed he

ad co

nditio

ns w

ithou

t acc

ounti

ng fo

r cor

rosio

n (tem

pora

ry sh

ort-t

erm

appli

catio

ns).

Buc

kling

capa

city w

ill be

less

in so

ft soil

s, wh

en an

y par

t of th

e sha

ft is s

tandin

g uns

uppo

rted i

n air,

water

or flu

id so

ils, o

r if he

ad co

nditio

ns di

ffer.

Maxim

um te

st loa

d is b

ased

on m

axim

um ra

m pr

essu

re tim

es pi

ston a

rea.

Ram

pres

sure

is lim

ited t

o tha

t whic

h wou

ld bu

ckle

the pi

le or

the m

axim

um sa

fe op

erati

ng

pres

sure

of th

e sys

tem, w

hiche

ver is

less

. The

stre

ngth

of the

push

pier

syste

m ma

y be g

over

ned b

y the

brac

ket, c

onne

ction

of th

e bra

cket

to the

pier

, or c

onne

ction

of

the br

acke

t to th

e stru

cture

. All s

labjac

k pier

s sho

uld be

load

teste

d to 1

.5 tim

es th

e des

ired d

esign

/wor

king l

oad.

Slab

jack p

iers a

re fo

r tem

pora

ry su

ppor

t only

unles

s co

nnec

tion t

o slab

is de

signe

d by a

regis

tered

profe

ssion

al.

G =

Hot-D

ip Zin

c Galv

anize

d per

AST

M A1

23/A

153,

NG =

Bar

e Stee

l, EP

= Ep

oxy P

owde

r Coa

ted pe

r ICC

-ES

AC22

8

All M

agnu

m pr

oduc

ts ar

e man

ufactu

red u

sing A

STM

A513

Gra

de 65

ksi m

inimu

m yie

ld str

ength

stru

ctura

l tubin

g. A

s Mag

num

is co

mmitte

d to t

estin

g and

impr

oving

pr

oduc

ts, th

ese s

pecif

icatio

ns ar

e sub

ject to

chan

ge. A

dditio

nal p

rodu

ct sp

ecific

ation

s may

be av

ailab

le at

www.

mag

num

pier

ing.

com

and u

pon r

eque

st.


M8 2.0Hy DeMaliftinRamconach

Nlirpli

AU

Q

MAGNUTon Ma

00” Bore, 20ydraulic Ram

escription gnum MP6500 Sng capacity of 8 m and tripod hennections. Addihieved. Base pla

Note: Magnum’sifting only. Permequired pier cap

professional engive loads, and pu


Hydraulic Ram

Nose Adapter

Quick Connectors

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SPECIFICATIONS

SHAFT HSS 1.31" x 0.12" wall ASTM A513 Grade 65 KSI, or Equiv.

I New= 0.08 in4 Ag New= 0.45 in2 S New= 0.12 in3




STANDARD RAM



5.1 Tons Ultimate

2.6 Tons Allowable


3.9 Tons Maximum Test Load

2.6 Tons Allowable from Test (F.S.=1.5)

MAGNUM® MP113 Slabjack Pier 2.6 Tons Allowable Capacity in Compression High-Strength 1.31” Diameter, 0.12" Wall, Round-Shaft Slabjack Pier with Male-Female Slip Connectors Description Magnum® MP113 slabjack piers have a structural capacity in compression of 5.1 tons ultimate and 2.6 tons working. Slabjack piers do not have tensile capacity unless the sections are welded together or a reinforcing steel bar and grout is placed in the pile casing. Sections couple together with male-female slip connectors. High strength steel offers increased buckling resistance compared to others. A friction reduction collar can be added to the pile to increase penetration depth. Sections are available in bare steel, epoxy powder coated, and galvanized. Galvanized coating extends average life expectancy to over 100 years even in highly corrosive environments. Custom lengths are available upon request. See Magnum® Technical Manual for additional information.

*Note1: Structural capacity is based on buckling strength of shaft in firm soils with pinned head conditions without corrosion (temporary short-term applications). Push piers shall be installed to appropriate depth into suitable bearing stratum as determined by geotechnical engineer or local practice. For tension capacity, push pier sections must be welded together or a reinforcing steel bar and grout must be placed in the pile.



West Chester, OH 45069 800-822-7437




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CONNECTION TYPE

ULTIMATE CAPACITY

0.13 / 0.25 Casing Wall Thickness

ALLOWABLE CAPACITY


SINGLE BOLTED

10 Tons / 18 Tons

5 Tons / 9 Tons

DOUBLE BOLTED

17 Tons / 35 Tons

8 Tons / 18 Tons

TRIPLE BOLTED

28 Tons / 53 Tons

14 Tons / 26 Tons

SPECIFICATIONS

Collar Tube 0.37 in. x 3”, 3.5”, 4”, or 4.5” I.D.

ASTM A513 GR65+

Configuration 8”x6”x21”x3/8” Angle with 8 – 9/16” Bolt Holes


Surface Coating

Galvanized per ASTM A153/A123 (G), Standard Magnum Blue Paint (P),

or Epoxy Coated per ICC-ES AC228 (EP)

Compatibility 3”, 3.5”, 4”, and 4.5” O.D. Steel Micropile Casings

Magnum Piering® MP1009 Micropile Bracket 26 Tons Maximum Allowable Capacity 8”x6”x21”x3/8” Angle with 8 – 9/16” Bolt Holes Fits 3", 3.5”, 4”, & 4.5” O.D. Steel Micropile Casings

Description The Magnum MP1009 micropile bracket has 54 tons maximum ultimate capacity, 26 tons working capacity in compression and tension. The bracket consists of any one of 4 different sized collar tube with three ¾” threaded bolt holes for connection to steel micropile casings. The bracket has 8 holes for attachment to existing concrete using concrete anchors. The bracket is designed in accordance with IBC, ACI, and AISC codes. Design and detailing of the connection to the structure varies by project and is the responsibility of registered design professional including maximum concrete span, pier spacing, concrete shear, and concrete bearing.

Installation Notes:

Apply a layer of quick-set chemical grout to the angle and attach to the foundation using (8) 1/2” concrete anchors. After grout sets, attach drill support arms and mount drill. Drill the micropile to the specified depth. Install desired reinforcing steel bar, grout, and a 6’ minimum section of casing at the top of the pile. Slip appropriate collar tube over micropile casing and secure to bracket with 1-1/4” bolt supplied. Remove the drill and the drill arms for use on the next micropile. Once the micropile grout has cured, a Magnum ram, or Magnum lifting kit, with the appropriate size drive shoe can be used to lift and re-level the structure if necessary. Lock-off the pile to the bracket with one, two, or three 3/4" Grade 8 bolts, or weld.



West Chester, OH 45069 800-822-7437



MP1010 Drill Arms (Sold Separately)

MP1009 Micropile Bracket

MP1013 Collar Tubes (Sold Separately, Various Diameters)


CONNECTION TYPE

ULTIMATE CAPACITY


ALLOWABLE CAPACITY


SINGLE BOLTED

10 Tons / 18 Tons

5 Tons / 9 Tons

DOUBLE BOLTED

17 Tons / 35 Tons

8 Tons / 18 Tons

TRIPLE BOLTED

28 Tons / 53 Tons

14 Tons / 26 Tons

SPECIFICATIONS

Collar Tube 0.37 in. x 3”, 3.5”, 4”, or 4.5” I.D.

ASTM A513 GR65+

Configuration 8”x27”x3/8” Plate with 16 – 1/2” Bolt Holes


Surface Coating



Compatibility 3”, 3.5”, 4”, and 4.5” O.D. Steel Micropile Casings

Magnum Piering® MP1018 Micropile Plate Bracket 26 Tons Maximum Allowable Capacity 8” x27”x3/8” Plate with 18 – 1/2” Bolt Holes Fits 3", 3.5”, 4”, & 4.5” O.D. Steel Micropile Casings

Description The Magnum MP1018 micropile bracket has 54 tons maximum ultimate capacity, 26 tons working capacity in compression and tension. The bracket consists of any one of 4 different sized collar tube with three ¾” threaded bolt holes for connection to steel micropile casings. The bracket has 16 holes for attachment to existing concrete using concrete anchors. The bracket is designed in accordance with IBC, ACI, and AISC codes. Design and detailing of the connection to the structure varies by project and is the responsibility of registered design professional including maximum concrete span, pier spacing, concrete shear, and concrete bearing.



West Chester, OH 45069 800-822-7437


Installation Notes:

Attach bracket plate to the side of foundation using up to (18) 1/2” concrete anchors. Red Head, Strong Bolt, or Titan anchors may be used as well as epoxy dowels. Most concrete anchors typically offer 3 kips working load each (see anchor manufacturer for strength information, specific bolt patterns should be checked by an engineer or load tested to at least F.S. = 1.5). Attach drill support arms and mount drill. Drill the micropile to the specified depth. Install desired reinforcing steel bar, grout, and a 6’ minimum section of casing at the top of the pile. Remove drill support arms and slip appropriate collar tube over micropile casing and secure to bracket with pins supplied. Once the micropile grout has cured, a Magnum ram, or Magnum lifting kit, with the appropriate size drive shoe can be used to lift and re-level the structure if necessary. Lock-off the pile to the bracket with one, two, or three 3/4" Grade 8 bolts, or weld.


MP1018 Micropile Plate Bracket

MP1020 Drill Plate Attachment (Sold Separately)

MP1019 Collar Tubes (Sold Separately, Various Diameters)


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SPECIFICATIONS

Deadman Plate 12”x24”x1/8” Steel Plate ASTM A36 GR36+

Threadbar #6 Grade 75

Surface Coating



Magnum Piering® MDM6IS1224 Deadman Plate Anchor 16 Tons Ultimate, 8 Tons Allowable Capacity 12” x 24” x 0.125” Galvanized Plate Anchor w/ #6 GR75 Threadbar Anchor Rod

Description The Magnum MDM6IS1224 Deadman Plate Anchor consists of a 12” x 24” by 0.125” thick formed and reinforced steel plate with #6 GR75 threadbar and can support working loads up to 8 tons in tension. The post is designed in accordance with IBC, ACI, and AISC codes. Design and detailing of the anchor varies by project and is the responsibility of registered design professional including minimum length of threadbar, anchor spacing, and working load in ground.

Installation Notes:

Layout required anchor locations. Excavate pit on exterior of basement to accommodate plate anchor. Drill 1 inch diameter hole through basement wall or other retaining wall. Drive #6 thread bar horizontally through wall until it daylights in excavated pit. Driving can be done by hand using sledge hammer in soft or loose soils or using a small jackhammer in more dense materials. Attach deadman plate anchor to threadbar using appropriate hex nut. Backfill excavated pit using soil, structural fill, or lean concrete (flow fill) as specified by design professional. Post-tension plate anchor and load test, if required. Lock off to basement wall using Magnum bearing plate and hex nut.



West Chester, OH 45069 800-822-7437



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400 800 1500 3000 29 33 39 45

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Over

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Angle of Internal Friction (deg)Cohesion (psf)

Standard Penetration Test Blow Count (bpf)

Cohesive Soils Non-Cohesive Soils

PRELIMINARY MBS SIZING

MAGNUM® MBS Helical Post Bases Introduction 8” to 16” Diam. x 3 to 30 ft Long Steel Casing for Support of Soundwalls, Luminaries, Signs, and Wind Towers

Description The Magnum MBS Helical Post Base foundation consists of a variable length, large diameter steel casing encircling a smaller diameter tube shaft with two helical bearing plates. The central shaft extends beyond the bottom of the casing a distance of several feet as a guide to maintain plumbness during installation. The casing is welded to a top plate with slotted bolt-hole pattern. The entire foundation is screwed into the ground to a depth at which the top plate is positioned slightly below the ground surface. The tp plate accommodates attachment of various structures.

Helical foundations can significantly reduce construction cost and schedule time, because they can be installed in a fraction of the time required for drilled shafts. The use of helical foundations also improves traffic safety, because they eliminate the need for concrete curing and redundant traffic control. Helical foundations can be installed in areas with limited access, install easily through ground water, and do not produce drill spoil. These features make them particularly attractive alternatives for congested metropolitan areas and environmentally contaminated sites. Helical post foundations are installed using a hydraulic torque motor mounted to an excavator or derrick truck. Installation can generally be completed in minutes. The helices displace the soil with minimal disturbance much like a screw. The casing fills with soil during installation so as to resist crushing under external earth pressures. Several sizes are offered at 1 foot increments. Custom sizes are available for special cases.

The MBS Helical Post Base is capable of penetrating very stiff clays, dense sands and gravels, and even medium hard, highly weathered, sedimentary bedrock formations. MBS foundations are not applicable in soils characterized by a SPT blow count of more than 50 for 6 inches, hard bedrock, or soils with cobble and boulders. The size of helical post bases are typically governed by the overturning moment. Below is a table with preliminary sizing. Magnum’s technical support professionals can assist with sizing recommendations and for a small fee can provide a complete engineering report for specific job sites. Bearing and pullout capacity can be checked using helical sizing charts or by traditional geotechnical calculations.

Magnum Piering, Inc.

6082 Schumacher Park Dr. West Chester, OH 45069

800-822-7437 www.magnumpiering.com

All Magnum Steel & Products Made in U.S.A. U.S. Patents 6,722,821; Other Patents Pending.


SPECIFICATIONS ALLOWABLE CAPACITY

POST BASE SIZE

STEEL CASING HELIX GUAGE

SHAFT TOP PLATE

BOLT DIAM.

FLEXURE SHEAR ALLOW. TORQ. LGTH. O.D. GAUGE DIAM. GUAGE STD w/

SLOT STD w/ SLOT

L D t T d w tp db kip-ft kip-ft kips kips ft-lbs

MBSS8 3’-10’ 8.625” 0.109” 3/8” 3.00” 0.13” 5/8” 5/8” 16 13 24 20 14,000

MBSS12 6’-20’ 12.75” 0.109” 3/8” 3.00” 0.25” 3/4" 3/4" 34 30 35 31 30,000

MBSS16 10’-30’ 16.00” 0.109” 5/8” 4.50” 0.25” 7/8” 1” 52 47 44 40 53,000

MAGNUM® MBSS Helical Post Base Standard Capacity 8” to 16” Diam. x 3 to 30 ft Long Steel Casing for Support of Soundwalls, Luminaries, Signs, and Wind Towers

Description Magnum MBSS Helical Post Base is a full displacement deep foundation for support of sound barriers, luminaries, signs, wind towers and other structures where the primary loading condition is overturning or lateral shear. The standard capacity offers greater economy for many applications.

Helical Post Bases offer all the advantages of a helical foundation in that they do not produce drill spoil or cause vibrations during installation. They do not require concrete and the sign, luminary, or other structure can be mounted to the foundation immediately after installation. They are ideal for rail corridors, rural areas, along highways, and near bridge/overpass approaches.

Slotted top plate and four bolt moment connection allows adjustment in position and inclination. Patented design with novel geometry and side cutting teeth reduces installation torque and improves penetration into tough ground conditions. See accompanying sizing chart or contact a Magnum Technical Support representative for help with sizing and specification.

Note: All plate steel is ASTM A36, central steel shaft is ASTM A513, and outer steel casing is ASTM A500C. Available hot-dip galvanized (G) or bare steel (NG). Capacities shown are based on 75 yr corrosion with galvanization.


West Chester, OH 45069 800-822-7437


U.S. Patents 6,722,821; Other Patents Pending.


SPECIFICATIONS ALLOWABLE CAPACITY

POST BASE SIZE

STEEL CASING HELIX GUAGE

SHAFT TOP PLATE

BOLT DIAM.

FLEXURE SHEAR ALLOW. TORQ. LGTH. O.D. GAUGE DIAM. GUAGE STD w/

SLOT STD w/ SLOT

L D t T d w tp db kip-ft kip-ft kips kips ft-lbs

MBSR8 3’-10’ 8.625” 0.250” 3/8” 3.00” 0.13” 5/8” 5/8” 42 34 43 43 16,000

MBSR12 6’-20’ 12.75” 0.250” 3/8” 3.00” 0.25” 3/4" 3/4" 83 78 63 63 30,000

MBSR16 10’-30’ 16.00” 0.250” 5/8” 4.50” 0.25” 7/8” 1” 136 123 106 96 68,000

MAGNUM® MBSR Helical Post Base High Capacity 8” to 16” Diam. x 3 to 30 ft Long Steel Casing for Support of Soundwalls, Luminaries, Signs, and Wind Towers

Description Magnum MBSS Helical Post Base is a full displacement deep foundation for support of sound barriers, luminaries, signs, wind towers and other structures where the primary loading condition is overturning or lateral shear. The high capacity version offers greater flexure and shear strength.

Helical Post Bases offer all the advantages of a helical foundation in that they do not produce drill spoil or cause vibrations during installation. They do not require concrete and the sign, luminary, or other structure can be mounted to the foundation immediately after installation. They are ideal for rail corridors, rural areas, along highways, and near bridge/overpass approaches.

Slotted top plate and four bolt moment connection allows adjustment in position and inclination. Patented design with novel geometry and side cutting teeth reduces installation torque and improves penetration into tough ground conditions. See accompanying sizing chart or contact a Magnum Technical Support representative for help with sizing and specification.

Note: All plate steel is ASTM A36, central steel shaft is ASTM A513, and outer steel casing is ASTM A500C. Available hot-dip galvanized (G) or bare steel (NG). Capacities shown are based on 75 yr corrosion with galvanization.


West Chester, OH 45069 800-822-7437


U.S. Patents 6,722,821; Other Patents Pending.


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SPECIFICATIONS

Post 3.00” Diam. x 0.13” Wall x 3.00’ Tall ASTM A513 GR65+

Footing Plate 12.00” x 0.50” Octagonal Plate with 3.75” x 1.00” Collar

Beam S4 x 7.7 Formed Steel Beam

Beam Connection 4.50” x 2.75” x 0.13” Steel Plate with Tabs

Surface Coating



Magnum Piering® MCP312 Crawl Space Support Post 2 Tons Allowable Capacity 3.00” O.D. x 0.125” Wall High Strength Tube Post with Galvanized Footing Plate Adaptable to Crawl Spaces from 1 ft. to 3.5 ft Tall

Description The Magnum MCP312 Crawl Space Support Post consists of a 3.00” O.D. by 0.125” thick wall tube with threaded adjustment and can support working loads up to 2 tons. The support post attaches to a 12.00” octagonal galvanized steel plate footing which when placed on 6” of gravel will support 2 tons on soils with IBC code minimum bearing pressure. The post has thin steel plate cap with bendable tabs for attachment to a new under floor steel drop beam. The post is designed in accordance with IBC, ACI, and AISC codes. Design and detailing of the floor joist support varies by project and is the responsibility of registered design professional including maximum joist span, support post spacing, and soil bearing capacity.

Installation Notes:

Layout required support post locations. Hand tamp required thickness of 0.75” angular gravel to provide support and good drainage for galvanized steel footings. Gravel should extend at least 6.00 inches beyond footing perimeter. Place footing plates. Measure and cut support post steel tube to fit crawl space height taking into account depth of new steel beam. Place beam over posts and tighten jack screws to seat beam firmly against floor joists. Bend tabs up to lock top of post to bottom flange of beam.



West Chester, OH 45069 800-822-7437



SPECIFICATIONS

Beam W4x13 ASTM A572 GR50+

Lengths 88", 96", 100", and 108" Standard (Custom Lengths Available)

Base Plate 4” x 6” Rectangular Plate with (2) Holes

Plate Connection (2) ½” Expansion Anchors

Surface Coating Standard Magnum Paint (P)

Magnum Piering® BWR413 Basement Wall Reinforcing Beam W4x13 – Available 88”, 96”, 100”, and 108” Tall with Base Plate Adaptable to Block and Cast-in-Place Basement Walls

Description The Magnum BWR413 Basement Wall Reinforcing Beam consists of a W4x13 steel beam with steel base plate for attachment to basement floor slabs. Top of the reinforcing beam is blocked, braced, or otherwise fixed to the wood flooring system supported on the basement wall. Spacing and detailing of the reinforcing beams varies by project and is the responsibility of registered design professional including lateral earth pressures, support beam spacing, and connection to floor slab and floor framing system.

Installation Notes:

Layout required reinforcing beam locations. Attach beams to footing or floor slab using (2) ½” expansion anchors. If attaching to footing, grout opening through slab after attachment of base plate. Attach top of beam to wood floor system above by cross bracing as required for shear force. Block wood floor system as required to transfer lateral loads. Grout between beam and wall if necessary for firm contact.



West Chester, OH 45069 800-822-7437



Magnum Piering® MHLS1000 Boardwalk K-Bracing System 4 ton Ultimate, 2 ton Allowable Lateral Capacity* 2”x2”x1/16” Angles with Plate Steel Bracket Connections Description The Magnum MHLS1000 Boardwalk K-Bracing System consists of 2”x2”x1/16” steel angles with 3”x3” steel angle brackets for connection to Magnum MH313 and MH325 helical pile shafts. Sold separately are MHC1122 and MHC1123 steel angle caps that attach top of helical piles to dimension lumber, engineered wood, or rough timber cross beam. The K-brace system is easier to install, more economical, and generally performs better than the H-brace system. It can accommodate 4 ft to 12 ft wide boardwalks with clear heights above ground from 12” to 48”. K-Braces can be used for boardwalks above this height, but Magnum generally recommends adding Magnum helical anchors as tie-backs at a 45 deg angle at 16 to 24 ft on-center along the length of the boardwalk for improved lateral performance. Custom K-brace sizes are available for wider or narrower boardwalks. K-braces provide lateral resistance and sidesway stabilization. Each brace is fastened to wooden cross beam with (2) lag bolts. Opposite end of angle braces are affixed to pile shafts using Hilti PAF fasteners. The entire assembly can be hot-dip galvanized for increased corrosion resistance.

Installation Notes:

Layout and install boardwalk pile foundations. Cut-off pile shafts at required elevation. Mount wood beam support brackets to tops of piles (sold separately). Place wood cross beam. Install angle K-braces. Overlap K-braces by placing them on opposite sides of cross beam for shorter spans. Adjust K-brace location so bottom bracket is approximately 6 to 12 inches above grade. *Lateral capacity is based on maximum structural resistance. Lateral capacity of brace/pile system depends on ground conditions and should be determined by a design professional for the specific job site and subsurface conditions. Contact Magnum technical support for design assistance.



West Chester, OH 45069 800-822-7437


Features:

*Easier to Install, More Economical, and More Rigid than MHLS1005 H-Brace and Similar Competitors Systems U.S. Patent Pending


Magnum Piering® MHLS1005 Boardwalk H-Bracing System 4 ton Ultimate, 2 ton Allowable Lateral Capacity* 3” Diameter Cross Tube with 3.5” I.D. Collars and Angle Bracket Connections Description The Magnum MHLS1005 Boardwalk H-Bracing System consists of a 3.0” O.D. cross tube with 3.5” I.D. collar tubes for connection to Magnum MH3521 helical pile shafts and steel angle brackets got connection to a dimension lumber, engineered wood, or rough timber cross beam. The H-brace system can accommodate 6 ft and 8 ft wide boardwalks with clear heights above ground from 24” to 48”. H-Braces can be used for boardwalks above this height, but Magnum generally recommends adding Magnum helical anchors as tie-backs at a 45 deg angle at 16 to 24 ft on-center along the length of the boardwalk for improved lateral performance. Custom H-brace sizes are available for narrower or wider boardwalks. H-braces provide lateral resistance and sidesway stabilization. Each plate steel bracket is fastened to wooden cross beam with (4) ½” lag bolts. Collar tubes are fastened to helical pile shaft using (1) 1” diameter through bolt on each side. The entire assembly can be hot-dip galvanized for increased corrosion resistance.

Installation Notes:

Layout and install MH3521 helical pile foundations for boardwalk bents. Cut-off helical pile shafts at required elevation. Drill holes in pile shaft to facilitate attachment to H-brace. Mount H-brace to tops of piles and secure with through bolts. Place wood cross beam and attach with lag bolts. *Lateral capacity is based on maximum structural resistance. Lateral capacity of brace/pile system depends on ground conditions and should be determined by a design professional for the specific job site and subsurface conditions. Contact Magnum technical support for design assistance.



West Chester, OH 45069 800-822-7437



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, MH3

13BR

, MH

325B

, MH3

25BR

G, N

G, E

P

MBP3

5KH7

575

Bear

ing P

late,

3.8" x

7.5"

x 7.5

" w/ #

10 H

oleMH

3252

1BR

G, N

G, E

P

MBP3

LH88

Bear

ing P

late,

1/2'' x

8'' x

8'' w

/ #10

Hole

MH

313B

, MH3

13BR

, MH

325B

, MH3

25BR

G, N

G, E

P

MBP4

MH88

Bear

ing P

late,

5/8'' x

8'' x

8'' w

/ #14

Hole

MH42

5, MH

431

G, N

G, E

P

Size

s sho

wn ar

e exa

mples

only.

Be

aring

plate

size

s and

thi

ckne

sses

vary

from

proje

ct to

proje

ct. C

ustom

size

s ava

ilable

to

fit all

helic

al pil

e and

earth

anch

or

Mag

num

®

Mis

c. H

ardw

are

Sys

tem

Rat

ings

& S

peci

fica

tion

s

Desc

riptio

nFi

ts P

rodu

ctDe

signa

tion

Note

sSu

rface

Co

atin

g**

Sche

mat

ic

Mag

num

®P

ieri

ngM

isce

llane

ous

Har

dwar

e

MBP5

NH99

Bear

ing P

late,

3/4'' x

9'' x

9'' w

/ #20

Hole

MH

530,

MH53

6G,

NG,

EP

MBP6

NH95

95Be

aring

Plat

e, 3/4

'' x 9.

5'' x

9.5'' w

/ #20

Hole

MH

625,

MH63

7, MH

646

G, N

G, E

P

MH16

01He

x Bolt

, 7/8"

-9 x

4.5" S

AE G

rade

5/AS

TM A

325

MH31

3B, M

H313

BR,

MH32

5BG,

NG

MH16

05He

x Bolt

, 1" -

8 x 5"

SAE

Gra

de 8/

ASTM

A49

0MH

325B

RG,

NG

MH16

25He

x Bolt

, 1" -

8 x 5.

5" S

AE G

rade

8/AS

TM A

490

MH35

21BR

G, N

G

MH16

09He

x Bolt

, 1.25

" -7 x

7" S

AE G

rade

5/AS

TM A

325

MH42

5, MH

431

G, N

G

MH16

15He

x Bolt

, 1.5"

-6 x

8" S

AE G

rade

5/AS

TM A

325

MH53

0, MH

536,

MH62

5, MH

637,

MH64

6G,

NG

MH16

02He

x Nut,

7/8"

-9 S

AE G

rade

5/AS

TM A

325

MH31

3B, M

H313

BR,

MH32

5BG,

NG

MH16

06He

x Nut,

1" -8

SAE

Gra

de 8/

ASTM

A49

0MH

325B

R, M

H352

1BR

G, N

G

MH16

10He

x Nut,

1.25

" -7 S

AE G

rade

5/AS

TM A

325

MH42

5, MH

431

G, N

G

MH16

16He

x Nut,

1.5"

-6 S

AE G

rade

5/AS

TM A

325

MH53

0, MH

536,

MH62

5, MH

637,

MH64

6G,

NG

fit all

helic

al pil

e and

earth

anch

or

prod

ucts.

Hex b

olts a

re ty

picall

y sold

with

he

lical

pile e

xtens

ions.

Bolt

s sh

own h

ere a

re fo

r sur

plus o

r re

place

ment

parts

.

Hex n

uts ar

e typ

ically

sold

with

helic

al pil

e exte

nsion

s. N

uts

show

n her

e are

for s

urplu

s or

repla

ceme

nt pa

rts.


MH19

11#6

GR7

5 Thr

ead B

arMD

M6IS

1224

GG,

NG,

EP

MH19

50-M

H196

5,

MH

1900

-MH1

915

#10 G

R75 T

hrea

d Bar

- 2',

3', 5

', and

10' L

ength

sMH

313B

, MH3

13BR

, MH

325B

, MH3

25BR

G, N

G, E

P

MH19

20MH

1930

A len

gth of

thre

adba

r is ty

picall

y so

ld wi

th MH

C108

0 Cap

s. C

ustom

len

gths a

vaila

ble to

fit al

l heli

cal

pile a

nd ea

rth an

chor

prod

ucts

Mag

num

®

Mis

c. H

ardw

are

Sys

tem

Rat

ings

& S

peci

fica

tion

s

Desc

riptio

nFi

ts P

rodu

ctDe

signa

tion

Note

sSu

rface

Co

atin

g**

Sche

mat

ic

Mag

num

®P

ieri

ngM

isce

llane

ous

Har

dwar

e (C

ont.

)

MH19

20-M

H193

0,

MH

1970

-MH1

980

#14 G

R75 T

hrea

d Bar

- 3',

5', a

nd 10

' Len

gths

MH42

5, MH

431

G, N

G, E

P

MH19

35-M

H194

5,

MH

1985

-MH1

995

#20 G

R75 T

hrea

d Bar

- 3',

5', a

nd 10

' Len

gths

MH53

0, MH

536,

MH62

5, MH

637,

MH64

6G,

NG,

EP

MH18

05(N

G)#6

GR7

5 Hex

Nut

MDM6

IS12

24G

G, N

G, E

P

MH18

10(G

)/MH1

840(

NG)

#10 G

R75 H

ex N

utMH

313B

, MH3

13BR

, MH

325B

, MH3

25BR

G, N

G, E

P

MH18

20(G

)/MH1

850(

NG)

#14 G

R75 H

ex N

utMH

425,

MH43

1G,

NG,

EP

MH18

30(G

)/MH1

860(

NG)

#20 G

R75 H

ex N

utMH

530,

MH53

6, MH

625,

MH63

7, MH

646

G, N

G, E

P

MH22

10(G

)#1

0 GR7

5 15 D

eg W

ashe

rMH

313B

, MH3

13BR

, MH

325B

, MH3

25BR

G, N

G

MH22

35(G

)#1

4 GR7

5 5 D

eg W

ashe

rMH

425,

MH43

1G,

NG

MH22

65(G

)#2

0 GR7

5 10 D

eg W

ashe

rMH

530,

MH53

6, MH

625,

MH63

7, MH

646

G, N

G

pile a

nd ea

rth an

chor

prod

ucts.

Th

read

bar s

hown

here

is fo

r su

rpulu

s or r

eplac

emen

t par

ts.

Hex n

uts ar

e typ

ically

sold

with

MHC1

080 C

aps.

Nuts

show

n her

e ar

e for

surp

lus or

repla

ceme

nt pa

rts.

Wed

ge w

ashe

rs, if

requ

ired,

are

sold

sepe

ratel

y. W

edge

was

hers

are a

vaila

ble in

5, 10

, and

15 de

g an

gles d

epen

ding o

n thr

eadb

ar

sizes

.


MH16

087/8

" x 6.

5" G

rade

8 Dr

ive P

inMH

313B

, MH3

13BR

, MH

325B

G

MH16

131"

x 6"

Gra

de 8

Drive

Pin

MH32

5BR

G

MH16

141-

1/4" x

7" G

rade

8 Dr

ive P

inMH

425,

MH43

1G

MH16

171-

1/2" x

8.5"

Gra

de 8

Drive

Pin

MH53

0, MH

536,

MH62

5, MH

637,

MH64

6G

Mag

num

®

Mis

c. H

ardw

are

Sys

tem

Rat

ings

& S

peci

fica

tion

s

Desc

riptio

nFi

ts P

rodu

ctDe

signa

tion

Note

sSu

rface

Co

atin

g**

Sche

mat

ic

Reus

eable

drive

pins

conn

ect

helic

al pil

e sha

ft to d

rive t

ool fo

r ins

tallat

ion. R

eplac

e whe

n wor

n or

dama

ged.

Mag

num

®P

ieri

ngM

isce

llane

ous

Har

dwar

e (C

ont.

)

MHA4

00Hy

drau

lic P

ress

ure G

age,

0-3,0

00 ps

iVa

rious

Tor

que M

otors

n/a

MHA4

006

Hydr

aulic

Pre

ssur

e Gag

e, 0-

1,000

psi

Vario

us T

orqu

e Moto

rsn/a

MHA4

007

Hydr

aulic

Pre

ssur

e Gag

e, 0-

4,000

psi

Vario

us T

orqu

e Moto

rsn/a

MHA4

150

Dial

Indica

tor, 0

-3"

Vario

usn/a

MHA4

151

Magn

etic B

ase (

for D

ial In

dicato

r)Va

rious

n/a

**N

ote

Not

es a

nd S

peci

ficat

ions

Hydr

aulic

pres

sure

gage

s are

used

to

meas

ure p

ress

ure t

o and

from

tor

que m

otor f

or de

termi

ning

pres

sure

drop

and c

orre

lation

with

tor

que.

Dial

indica

tors a

re us

ed to

me

asur

e pile

defle

ction

durin

g loa

d tes

ting.

A m

inimu

m of

two

indica

tors a

re re

quire

d for

AST

M tes

t.

G=zin

c coa

ted pe

r AST

M A1

53/A

123 o

r AST

M B6

33 as

appr

opria

te, N

G=ba

re st

eel, E

P=ep

oxy p

owde

r coa

ted pe

r ICC

-ES

AC22

8, P=

Magn

um b

lue pa

int

As M

agnu

m is

comm

itted t

o tes

ting a

nd im

prov

ing pr

oduc

ts, th

ese s

pecif

icatio

ns ar

e sub

ject to

chan

ge. A

dditio

nal p

rodu

ct sp

ecific

ation

s ava

ilable

at

www.

mag

num

pier

ing.

com

, in th

e Mag

num

Pro

duct

Cat

alog,

and i

n the

Mag

num

Heli

cal P

ile E

ngin

eerin

g Ma

nual

avail

able

upon

requ

est.

Dial indicator sold

seperately.


MAGNUM CUSTOMER CREDIT APPLICATION, PAGE 1

Full Name of Company: _____________________________________________________________________ Entity Type: _ Corporation _ LLC _ Partnership _ Sole Proprietor Fed. ID#: __________________________ Services Offered: __________________________________________________________________________ Years in Business: ____________ DUNS#: ________________________ Contractor License: ____________

Shipping Address: _________________________________________________________________________ City, State, Zip: ____________________________________________________________________________ Website: _____________________________________ Phone: __________________ Fax: _______________ Procurement Manager: ____________________________________ Office Phone: _____________________ E-mail Address: __________________________________________ Cell Phone: _______________________ Billing Address (if different): __________________________________________________________________ City, State, Zip: ____________________________________________________________________________ Accounts Manager: _______________________________________ Office Phone: _____________________ E-mail Address: __________________________________________ Cell Phone: _______________________

Principal Officers / Directors / Proprietors / Managers Name Title SSN (if proprietor/partner)

__________________________________ ___________________________ _______________________ __________________________________ ___________________________ _______________________ __________________________________ ___________________________ _______________________ Bank References: (1) Bank Name: _____________________ Account Type: _______________________ Account# __________ Contact Name: _______________________________________ Phone #: ____________________________ (2) Bank Name: _____________________ Account Type: _______________________ Account# __________ Contact Name: _______________________________________ Phone #: ____________________________ Trade References: (1) Name: __________________________ Address: ___________________________________________ Contact Name: _______________________________________ Phone #: ____________________________ (2) Name: __________________________ Address: ___________________________________________ Contact Name: _______________________________________ Phone #: ____________________________ (3) Name: __________________________ Address: ___________________________________________ Contact Name: _______________________________________ Phone #: ____________________________


MAGNUM CUSTOMER CREDIT APPLICATION, PAGE 2

In this Application for Credit, “MAGNUM” means Magnum Piering, Inc. 1. Consumer credit information (Section 18K(1)(b), Privacy Act 1988) If MAGNUM considers it relevant to assessing your application for commercial credit, you agree to MAGNUM obtaining a credit report containing personal credit information from a credit reporting agency. 2. Exchanging information with other credit providers (Section 18N(1)(b), Privacy Act 1988) You agree to MAGNUM obtaining personal information about your company from other credit providers, whose names are provided in this application or that may be named in a credit report, for the purpose of assessing your application for commercial credit. 3. Agreement to a credit provider being given a consumer credit report to collect overdue payments on commercial credit (Section 18K 1(h) Privacy Act 1988) You agree that MAGNUM may obtain a consumer credit report about your company from a credit reporting agency for the purpose of collecting overdue payments relating to commercial credit owed by your company. 4. Payment a) Payment shall be made by the Customer immediately upon receipt of material shipment and is considered overdue if payment is not received within 30 days from the Invoice date unless otherwise agreed in writing. b) Interest may be charged on overdue amounts at the rate of 2% per month c) Legal costs for recovery of any overdue amounts will be recoverable as a debt due by the Customer 5. Freight & Taxes a) Customer is responsible for paying for all shipping and applicable sales or use tax. b) Products will be shipped FOB from MAGNUM warehouse in West Chester, OH c) Insurance of goods will be the responsibility of the Customer and as such MAGNUM holds no responsibility for goods damaged in transit d) Goods will be deemed to have been delivered at the time they are loaded for transport 6. Returns The return of goods for credit will not be accepted. All sales are final. The undersigned represent agree to the terms and conditions set forth in this application. We hereby certify that all statements in this application are true and complete and are made for the purpose of obtaining credit. If our account is not paid as agreed according to invoice terms, we promise to pay a late payment charge of 2% per month on the unpaid balance, and to reimburse MAGNUM all costs of collections, including legal fees. Name (please print) _____________________________________ Title _____________________________ Signature ________________________________________________ Date __________________________ Magnum Piering, Inc. is the recognized leader in providing high quality, competitively priced foundation systems and services. We are committed to exceeding our customers’ needs through focused efforts on continuous improvement and customer service.


Magnum Anchoring Catalog

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Transcript of Magnum Anchoring Catalog