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MacLean Dixie.Built on a solid foundation.MacLean Dixie is part of MacLean-Fogg, a diversified international manufacturing company. A result of the acquisition and merger of Joslyn and Dixie, two prominent soil anchor manufacturers, MacLean Dixie is now one of the leading suppliers of steel deep foundation systems for use in residential, commercial and marine applications. Our comprehensive product line for residential and commercial applications includes engineered solutions for tension, compression, and structural stabiliza-tion in many different soils.

Quality that is second to none.Why do installers and engineers across the nation choose MacLean Dixie products time and time again? Perhaps it is because our quality standards and rigorous testing procedures ensure that our products are second to none.

Materials meet strict ASTM standards.We can verify the chemical composition of every lot of steel back to the original mill that produced it. So we know that the chemistry, physical and dimensional proper-ties are in accordance to ASTM and our strin-gent standards.

State-of-the-art fabrication.With one of the largest manufacturing facilities in the industry, we’re equipped to turn products around faster, more efficiently and most cost effectively.

Visit www.MacLeanDixie.com for more information and technical support.

11411 Addison AvenueFranklin Park, IL 60131

Phone: 847.455.0014 Fax: 847.455.0029

Helping you build a solid foundationThe software solution you

can depend on

AC358 ApprovedESR-3032

MemberISO 9001:2008Certification QSR-938

To sign up, visit

www.MacLeanDixie.comand click on the MDRS™ Application Software link

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Online design tool which creates custom foundation piles based on input factors including soil and boring data, loading conditions, etc.

Generates a complete set of submittal documents for each helical pile project including product drawings, specifications, and construction QA/QC forms.

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MacLean Dixie HFS™ MDRS™ OnlineMacLean Dixie offers a broad range of deep steel helical piles and tension anchors for an array of foundation applications. We offer many time proven solutions with experience in anchoring since the 1920’s. Now with MacLean Design Recommendation System (MDRS™) online software, you can create custom helical piles for all your foundation projects and tension anchor applications. And, because it’s a MacLean Dixie foundation pile, you can be assured that the product and installation meet stringent requirements to ensure the quality and workmanship of the manufactured product and that installation is performed by qualified and certified technicians to ensure the foundation will perform as expected.

Engineered SolutionsThe exclusive MDRS™ online software will assure an engineered solution to optimize your cost objectives. Side-by-side comparisons of different helical foundation piles as well as fine tuning allow for value engineering on every project created online. Once the helical pile or tension anchor configuration is selected, MDRS™ will prepare all the necessary documents for use in the planning, bidding, and construction phases of the project.

Find out more at www.MacLeanDixie.com

Project Number: Date:

Project Name: Contractor:

Project Address: Pile Cat. No.:

Kt Factor:

Pile ID: Pile ID: Pile ID:

1

2

3

4

5

6

7

8

9

10

11

12

13

14

15

16

17

18

19

20

21

22

23

24

25

Installed By:

Signature:

Approved By:

Signature:

Test Pile Installation Log

Depth (feet)

Gauge Pressure (psi)

Installation Torque (ft-lbs.)

Depth (feet)

Gauge Pressure (psi)

Installation Torque (ft-lbs.)

Depth (feet)

Gauge Pressure (psi)

Installation Torque (ft-lbs.)

60.00in 152cm

55.00in 140cm

.375in 1cm

8in [20cm] HELIX

1.50in 4cm

TORQUE STRENGTH RATING OF 5,500 FT-LB [7,500 Nm]ULTIMATE COMPRESSION CAPACITY - 55 KIPS [245,000 N] WITH A TORQUE FACTOR (Kt)=10SINGLE 12" HELIX ULTIMATE STRENGTH - 30 KIPS [133,000 N], 3/8" & 50 KIPS, 1/2"ULTIMATE TENSION STRENGTH - 60 KIPS [267,000 N] WITH COUPLING BOLT

D6 1-1/2" RCS LEAD

D660S8

D660S8

CRL 7/25/11

NOTES:

1. FINISH - HOT DIP GALV. PER ASTM A123 OR BLACK BY ADDING SUFFIX "U" AFTER CAT. NO.

2. SHAFT MATERIAL - ROUND CORNERED SQUARE (RCS) STEEL BARS PER ASTM A29 AND ASTM A576 GRADE 10V45M, WITH MILL CERT. AT 70 KSI [483,000 kN/m] MIN. YIELD STRENGTH.

3. HELIX MATERIAL - HOT ROLLED CARBON STEEL PER ASTM A1018 OR EQUAL WITH 55 KSI [380,000 kN/m] MINIMUM YIELD STRENGTH.

4. COUPLING BOLTS: 3/4" DIAMETER X 3" LONG HEX HEAD PER ASTM A325 AND 3/4" HEX JAM NUTS PER ASTM A563.

5. NOMINAL SPACING BETWEEN HELICAL PLATES IS 3X THE LOWER DIA.

6. ALL WELDING TO BE BY WELDERS CERTIFIED PER AWS CODE D1.1

7. SEE TEST REPORT FOR ALLOWABLE AXIAL AND LATERAL LOAD PER ICC-ES ACCEPTANCE CRITERIA, AC358 BY AN ACCREDITED IAS 17025 TESTING LABORATORY.

8. ALL MATERIAL IS MANUFACTURED AS PER ICC-ES, AC10 ACCEPTANCE CRITERIA FOR QUALITY CONTROL DOCUMENTS.

D

C

B

AA

B

C

D

125678

8 7 6 5 4 3 2 1

All information contained in this disclosure whether patentable orotherwise comprises proprietary information of MacLean Dixie, LLC.and its unauthorized use or publication without the express written consent of MacLean Dixie, LLC. is strictly prohibited

DRAWING NUMBER:

SHEET NAME:

1 OF 1

34

DRAWN BY:

SHEET 1

PAPER SIZE

BCATALOG NUMBER

PRODUCT DESCRIPTION:

DATE:

84.00in 213cm 81.09in 206cm

2.44in 6cm

A A1.50in 4cm

SECTION A-A SCALE 1 : 2

TORQUE STRENGTH RATING OF 5,500 FT-LB [7,500 Nm]ULTIMATE COMPRESSION CAPACITY - 55 KIPS [245,000 N] WITH A TORQUE FACTOR (Kt)=10ULTIMATE TENSION STRENGTH - 60 KIPS [267,000 N] WITH COUPLING BOLT

D6E84

D6E84

CRL 7/27/11

D6 1-1/2" RCS EXTENSION

NOTES:

1. FINISH - HOT DIP GALV. PER ASTM A123 OR BLACK BY ADDING SUFFIX "U" AFTER CAT. NO.

2. SHAFT MATERIAL - ROUND CORNERED SQUARE (RCS) STEEL BARS PER ASTM A29 AND ASTM A576 GRADE 10V45M, WITH MILL CERT. AT 70 KSI [483,000 kN/m] MIN. YIELD STRENGTH.

3. COUPLING BOLTS: 3/4" DIAMETER X 3" LONG HEX HEAD PER ASTM A325 AND 3/4" HEX JAM NUTS PER ASTM A563.

4. ALL WELDING TO BE BY WELDERS CERTIFIED PER AWS CODE D1.1

5. SEE TEST REPORT FOR ALLOWABLE AXIAL AND LATERAL LOAD PER ICC-ES ACCEPTANCE CRITERIA, AC358 BY AN ACCREDITED IAS 17025 TESTING LABORATORY.

6. ALL MATERIAL IS MANUFACTURED AS PER ICC-ES, AC10 ACCEPTANCE CRITERIA FOR QUALITY CONTROL DOCUMENTS.

D

C

B

AA

B

C

D

125678

8 7 6 5 4 3 2 1

All information contained in this disclosure whether patentable orotherwise comprises proprietary information of MacLean Dixie, LLC.and its unauthorized use or publication without the express written consent of MacLean Dixie, LLC. is strictly prohibited

DRAWING NUMBER:

SHEET NAME:

1 OF 1

34

DRAWN BY:

SHEET 1

PAPER SIZE

BCATALOG NUMBER

PRODUCT DESCRIPTION:

DATE:

MacLean Dixie Independent Testing

ICC-ES AC358 Acceptance Criteria for Helical Foundation Systems and Devices (ICC-ES Evaluation Report Number ESR-3032). This should be important criterion when selecting the supplier to protect your investment for years to come.

ICC ES AC358 Acceptance Criteria for Helical Foundation Systems and Devices Tests:• Full scale compression load test in sand and clay

• Full scale lateral load test

• Shaft torsion• Helix torsion• Coupling rigidity• Helix capacity• Bracket capacity

MacLean Dixie has an ongoing quality control program per A10 with inspection by an IAS accredited inspection agency per AC98.

MacLean Dixie is the only supplier that has met the requirements for all products defined by the International Building Codes

Torsion testing

Bracket strength test

Helics strength test

Deflection testing

Compression tension & lateral load testing

User Friendly for All Experience LevelsMDRS™ online software is user-friendly for all experience levels. For casual users, there is the automatic mode where the engineer inputs structural loads and soil boring data and MDRS™ automatically calculates a pile configuration for that project. For more advanced users, there is the user-driven mode where the engineer can select from our various deep steel foundation leads and extensions in order to assemble multiple pile configurations and “virtually install” them in the soil profile to evaluate their performance under different loading conditions. For all users, creating a custom helical foundation pile takes only minutes and project information and configurations are saved in your account for future use.

For All Foundation ProjectsMDRS™ creates custom helical foundation piles and tension anchors for a variety of applications including:

• New construction • Tieback• Foundation repair• Solar power• Walkways • Marine• Tilt wall

Like all MacLean Dixie products, your custom created MDRS™ foundation piles are made in the USA at our Birmingham facility and shipped straight to the jobsite to help save time and money. In addition, helical piles and tension anchors are made from recycled materials and are themselves recyclable, creating an opportunity to earn credits on LEED certified projects.

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