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Attachment 12: Region 3-0310 Santa Fe National Forest - Encino LO

Updated

A PDF document (1.5 MB) attached to Barillas Peak & Encino Vista Lookout Tower Restoration, Santa Fe NF, from the Forest Service. Due Nov 16, 2026, 2:00 PM (UTC-8).

File name: C05 Attachment 12 Region 3-0310 Santa Fe National Forest - Encino LO.pdf

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Encino Lookout Tower
Project

FAA Structural Support
8201 S. MacArthur Boulevard
Oklahoma City, OK 73169

STRUCTURAL ANALYSIS

For

USFS

By

FAA-AJW-L500

FEASIBILITY STRUCTURAL ANALYSIS REPORT

OF

EXISTING STRUCTURE, TECHNOLOGY & OTHER ASSETS

FOR

U.S Forest Service
Tower Location
Region 03, Forest 10
New Mexico – Encino Lookout
Rio Arriba County, New Mexico
Latitude: 36°7'21.17"N, Longitude: 106°33'12.75"W
Report Date
Jan-2026
Analysis and Report by:
Mohanad Ashor, EIT

Civil Engineer
FAA Mike Moroney Air Logistics Center
Oklahoma City, Oklahoma

Report Checked by:
Eric Trujillo

Civil Engineer
FAA Mike Moroney Air Logistics Center
Oklahoma City, Oklahoma

Structural Analysis Report | REV 1.1

Page

Encino Lookout Tower
Project

FAA Structural Support
8201 S. MacArthur Boulevard
Oklahoma City, OK 73169

For

STRUCTURAL ANALYSIS

USFS

By

FAA-AJW-L500

Structural Analysis Report | REV 1.1

Page

Encino Lookout Tower
Project

FAA Structural Support
8201 S. MacArthur Boulevard
Oklahoma City, OK 73169

For

STRUCTURAL ANALYSIS

By

USFS

Tower Utilization with Current Configuration of Equipment/Structure

FAA-AJW-L500

PASS

76.35%

Summary:
o

This structure is recognized as a Self-Support Lookout Tower.

o

Lake Tower has a pass rating for the structure with the equipment currently installed.

o

Tower has passed both the deflection and twist, as shown in the tower service results on (page 8) of the structure’s tilt & twist data.

o

76.35% capacity rating on the diagonal components located in the first section of the tower, as listed in the Tower Summary Information (p. 32).

Notes:
o

All other tower members are at or below the currently identified member with the highest utilization. Modifications to the tower can both change the member with the highest utilization and greatly increase the percentage of utilization.

o

See section capacity table on (page 32) for specific member information.

o

Structural analysis results are generated on an assumed tower structural integrity of 100% of perfect condition with no known damage.

Structural Analysis Report | REV 1.1

Page

Encino Lookout Tower
Project

FAA Structural Support
8201 S. MacArthur Boulevard
Oklahoma City, OK 73169

For

STRUCTURAL ANALYSIS

USFS

By

FAA-AJW-L500

Executive Summary
The analyzed tower is approximately 59 feet Self-Support Lookout Tower constructed of 4 sections supporting existing technology and other assets attached at multiple heights on the tower. The tower is located near Rio

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