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ROHN 55G Complete 190 Foot 90 MPH (Rev. G) Guyed Tower - 55G90R190

Manufacturer Code55G90R190
AvailabilityShips in 1 to 3 Days
ShippingCan ship Canada
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Hot-Dipped Galvanized

Double-Bolted Joints

Zig-Zag Rod Bracing

1½” Steel Tubing

Side Rails

17” Equilateral Sides (Triangle)

Triangular Design

Guyed Configuration

Bulk Quantities Available Here!

ROHN 55G90R190 Complete 55G 190 Foot 90 MPH Guyed Tower

The 55G90R190 55G Guyed Tower Supplies the Following BOM (Less Foundation and Installation) in accordance for Use as a 190 Foot ROHN 55G Tower with EPA Ratings (Effective Projected Area) for 90 MPH (Rev. G).


This Tower is EPA rated for 90 MPH (Rev. G) and 70 MPH (Rev. F).

Refer to larger image for EPA Information.


EPA (Sq. Ft.) For Exposure B / Revision G = 32.4

EPA (Sq. Ft.) For Exposure C / Revision G = 26.5

EPA (Sq. Ft.) For Revision F = 26.6


This Kit Includes the Following: Table (1) – Complete Kit List

ROHN 55G90R190

Complete 55G 190 Foot 90 MPH Guyed Tower






Top Beacon Plate for 55G



10’ Tower Section



Bolt Kit for 55G Main Tower Section



Concrete Base Plate - Standard



Guy Wire Bracket

750 Ft

5/16” EHS

7 Strand - Extra High Strength (EHS) Guy Wire – 5/16”

(aka ROHN 142265)

1,700 Ft

3/16” EHS

7 Strand - Extra High Strength (EHS) Guy Wire – 3/16”



Yellow Plastic Guard for Guy Wire



5/16” Big Grip Pre-Formed Dead-Ends



3/16” Big Grip Pre-Formed Dead-Ends



7/16” Heavy-Duty Thimble



5/16” Heavy-Duty Thimble



5/8” x 12” Turnbuckle – Eye to Jaw



Turnbuckle Safety Wire and Clamp Kit

This Kit Includes

     (1) 14001 – 1/4” Galvanized U-Bolt Clip

     (1) 1/44GW15 – 1/4” x 15’ Guy Wire



120” Anchor Rod with 5 Hole Equalizer Plate



Anchor Rod Grounding Kit

This Kit Includes

     (3) 15’ of 7/16” EIP IWRC RRL

     (3) 5/8” x 10’ Galvanized Ground Rod (aka 6260)

     (3) 3/4” Clamp No. 8034 WB (aka 340016)

     (3) CPC.5/.75 – Anchor Rod Clamp



Tower Base Section Grounding Kit

This Kit Includes

     (1) 15’ of 7/16” EIP IWRC RRL

     (1) 5/8” x 10’ Copper Clad Ground Rod

     (1) 3/4” Ground Rod Clamp

     (1) CPC1.5/2 – Anchor Rod Clamp



Anchor Rod Clamp



Pier Pin Insert for 25G Tapered Base


Assembly Guide


General Information

This 55G Tower is to be used in a Guyed Configuration according to Specifications in the ROHN Catalog.

As a Guyed Structure, a 90 MPH Rated Tower can rise to a maximum of 400 Feet. Refer to ROHN Catalog for Foundation and Grounding Detail Information.

Consult ROHN Catalog PDFs in the Specifications Tab for more ROHN 55G Tower Details.



This Item Ships LTL Freight ONLY...

Specification Sheet
buyers guide
specification sheet
wind speed rating
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TIA/EIA-222-G, the national standard´s seventh revision for Steel Antenna Towers and Antenna Supporting Structures, became effective January 1, 2006. REV. F wind loading is calculated according to the Fastest-Mile Wind Speed for the structure´s location as recorded from the 1-in-50-year wind speeds encountered at that location that were constant over a distance of one mile. REV. G requires that wind loading be calculated according to the three-second-gust wind speed, allowing the tower´s design to accommodate instantaneous loads. Loadings will be determined by specific local county criteria from wind, ice, and seismic maps.
Tower and foundation installations should be performed by qualified and experienced personnel using construction drawings. This document is to serve as a guide for sizing and buying the 55G tower. All types of antenna installations should be thoroughly inspected by qualified personnel and re-marked with appropriate danger and anti-climb labels at least twice a year to ensure safety and proper performance.

Wind Loading, Antenna Loading and Wind Survivability ratings vs. Height Documentation Provided by ROHN is available here as a Resource, but is by no means complete by itself or a susbstitution for Engineering Conducted Specific to your Application. Contact Us with any Questions you may have regarding Use prior to Purchase. All Information regarding the ROHN 55G Tower line, Parts and Accessories is as accurate and complete as we can possibly provide given that this Resource Offering is subject to change without Notice and is beyond Our Control. 



ROHN Complete Tower ID Nomenclature

Tower designs are in accordance with ANSI/TIA-222-F-1996 and ANSI/TIA-222-G-2005, Class I Structures.
2. Design assumes towers are installed on level ground. Lower EPA values will apply for roof mounted towers or for sites located on unusual terrain.
3. Designs assume two 7/8" diameter lines on each tower face.
4. Anchor radius is from tower base to intersection of anchor rod with ground.
5. Tower designs and guy chord lengths shown are based on level ground. Initial tensions for guys in pounds at 60º Fahrenheit are shown in ( ).
6. Antenna and mounts are assumed symmetrically placed at the tower top.

Items listed are required for complete (ground) guyed towers. Base and anchor details will be required for installation on roofs or for sites located on unusual terrains and wind loading criteria, for all roof type installations.
2. Standard guys provided with each standard tower include an additional 6% length.
3. Anchor grounding (AGK1GGX) and base grounding (BGK3GGX) are included with the tower material.
4. Installation information and a safety package (P/N: ACWS) are included with each tower.

ROHN 55G Buyers Guide

ROHN 55G Buyers Guide

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This Buyers Guide will answer many questions you may have on this Product Line.

ROHN Tower series is the Workhorse of America's Large and Small Communications needs; from Governments, Institutions, Space Program, Olympics, TV AM FM Broadcast, Terrestrial Microwave to Business-Band Radio, HAM Radio Operators, to Off-Air Antenna TV and DTV Reception in Fringe areas outside the Surburban Broadcast Area. ROHN fabricates their towers from the highest quality steel. They maintain mill certification on the raw materials they receive to verify the material composition of each structural member. With a focus on quality, their fabrication facility has been awarded Certification by the American Institute of Steel Construction and the Canadian Welding Bureau. They have also been approved by the City of Los Angeles, CA and Clark County, NV as a certified fabricator. They are confident that their facility and staff can produce superior grade towers and poles that will meet your standards and weather the test of time. ROHN Towers, Accessories and their Construction/Assembly Assistance are also available via Call 877-660-0974 at anytime for assistance.



a) The intended purpose of these guidelines is to assist the customer and/or owner to retain the services of a Geotechnical Engineer.

b) It is not ROHN´s purpose or intent to supercede the Geotechnical Engineer´s knowledge, judgement and/or experience. It is the Geotechnical Engineer´s responsibility to add or delete from these items, based on local site conditions and other factors.

c) Additional information is provided in ANSI/TIA-222-G Annex G "Geotechnical Investigations".


a) ROHN will not accept any liability, either expressed or implied, for the use of, and omissions in, these guidelines.


a) Borings should be taken at tower legs for self-supporting towers and at the base and anchor points for guyed towers. For small self-supporting towers, two borings may suffice. For large self-supporting towers, one boring should be taken at each tower leg. A "small" self-supporting tower is assumed to have a face width less than 20 feet and a compression load less than 50 kips per leg. For pole structures, one boring may suffice.

b) The minimum boring depth should be 30 feet for pole structures, self-supporting towers and guyed tower bases. For guyed tower anchors, the minimum depth should be 15 feet. The actual depth of boring must be determined by the Geotechnical Engineer based on reactions, soil conditions and the type of foundation recommended.

c) If borings cannot be advanced to the desired depth, rock corings should be taken. Rock Quality Designation (RQD) values and compressive strengths should be determined.


a) The following properties, for each soil layer encountered, should be determined by field or laboratory testing and summarized in the geotechnical report:

1. Soil classification and elevations
2. Standard penetration values
3. Unconfined compression strength
4. Angle of internal friction
5. Cohesion
6. "In-Situ" soil density and moisture content
7. Rock quality designation (RQD) and percent rock sample recovered
8. Other properties unique to site conditions

b) The following items should be discussed in the geotechnical report:

1. Geological description of site
2. Observed and expected ground water conditions
3. Expected frost penetration depth
4. Corrosion potential of soil and corrosion protection recommendations
5. Site access and potential construction difficulties
6. Dewatering or site drainage requirements
7. Backfill material recommendations
8. Settlement considerations
9. Additional information to aid foundation designer
10. Recommended types of foundations
11. Design parameters for uplift, download and lateral load
12. Factor of safety considered when allowable vs. ultimate design parameters are provided
13. Recommended construction techniques and inspections