17908_Final Report_FY19_PMV080.pdf

MATERIAL APPROVAL SUBMITTAL

(See Instructions on Reverse)

TO (Contracting Officer) FROM DATE

CONTRACTING OFFICER

U.S. COAST GUARD

CIVIL ENGINEERING UNIT OAKLAND

1301 CLAY ST, 7th FLOOR, SUITE 700N

OAKLAND, CA 94612-5203

COMMDEX c/o Ory Conrad oconrad@commdex.com

(949) 546-5055

12/11/19

CONTRACT NUMBER SUBMISSION NUMBER SUBMITTAL

HSCG88-17-D-PMV090 019R2 NEW X RESUBMITTAL

PREVIOUS SUBMISSION NUMBER TASK ORDER NUMBER

70Z08819FPMV08000

TO BE COMPLETED BY CONTRACTOR

FOR GOVERNMENT USE ONLY

ITEM

NO.

SPECIFICATION SECTION /

PARA. NO. / DRAWING NO.

DESCRIPTION OF MATERIAL

(Include Type, Model Number, Catalog Number, Mfg., Etc.)

APPROVED

DIS-

APPROVED

SEE

REVERSE

INITIAL

1 17908 Tower 128’ (GT) - (Winchester Hill) Final Report

TYPED OR PRINTED NAME SIGNATURE DATE

Ory Conrad 12/11/19

TO: (Contractor)

O Approved O Disapproval as indicated Above and Subject to Any Applicable Comments on the Reverse Side. Request Resubmittal on Disapproved Items Within __________ Days of Date Shown Below.

TYPED OR PRINTED NAME OF CONSTRUCTION MANAGER

TYPED OR PRINTED NAME OF CONTRACTING OFFICER SIGNATURE DATE

Copy of reviewed form to be provided to the Contracting Officer and Contract Specialist

Ory Conrad Digitally signed by Ory Conrad Date: 2019.12.11 20:04:58 -08'00'

COMMENTS

(Number to Correspond with Applicable Item Number on Reverse)

INSTRUCTIONS TO CONTRACTORS

1. The term “material” is defined as articles, supplies, raw materials, equipment, parts, components, and end items that are to be incorporated into the work required by the contract.

2. This form is to be used by contractors for submitting Shop Drawings, Equipment Data, Manufacturer’s Literature and Certificates and Samples of Materials to the Government for approval in accordance with the provisions of this contract. Unless otherwise specified, it is to be prepared in 3 copies, signed, and provided to the Construction Manager with appropriate attachments.

3. Item(s) to be approved will be clearly tabbed or identified. Data pertaining to item(s) to be approved will be clearly identified or tabbed, particularly where documents are voluminous, in order to properly evaluate the materials or articles to be incorporated in the work. Each attachment will be numbered to correspond with the item number shown on the face of this form and the corresponding Submittal Register number contained in the specifications.

4. Requests submitted shall be numbered consecutively, by contract, in the space entitled “Submission No.” This number, in addition to the Contract No., will be used to identify each Material Approval Submittal. Resubmissions will be indicated in the appropriate block and the insertion of previous submission number and date in addition to a new submission number. A single submission should be used for all work of a section of the specifications, but in NO instance should the submission include work for more than one (1) contract. Submittals requiring priority handling will be submitted by separate submittal using the form and so marked across the face of the form.

5. This Material Approval Submittal is not valid unless the Construction Manager signs it. This approval is required as called for under the terms of this contract.

PROPERTY OF THE UNITED STATES GOVERNMENT – FOR OFFICIAL USE ONLY

TOWER MAINTENANCE AND CONDITION REPORT

December 5, 2019

U.S. Coast Guard Designation:

Site Name: Tower – 128’ (GT) – (Winchester Hill) Site Number: 17908

Engineering Firm Designation:

TEP Project Number: 239947.308756

Site Data:

Oregon Coast Hwy Reedsport, OR 97467 Latitude N 43.657421°, Longitude W -124.187737° 128 Foot – Guyed Tower

Inspection Completed By:

Tower Engineering Professionals 10/10/2019 Reed Stelten, P.E., C.W.I.

Christopher Ellis

William H. Martin, P.E, PEng, SE, GC, CW, CWI

Tower Engineering Professionals

Guyed Tower Maintenance and Condition Assessment Report 12/5/2019 Tower – 128’ (GT) – (Winchester Hill) - 17908

PROPERTY OF THE UNITED STATES GOVERNMENT

FOR OFFICIAL USE ONLY

Commanding Officer Civil Engineering Unit Miami 15608 SW 117th Ave Miami, FL 33177

General Comments:

Tower Engineering Professionals (TEP) completed a periodic inspection for the above referenced site. The onsite investigation was performed by Reed Stelten, P.E., C.W.I. and Christopher Ellis of TEP during the October 10, 2019 site visit. The inspection was in accordance with the Scope of Services for tower inspections, maintenance, and repairs of U.S.

Coast Guard Towers dated January 2019, the U.S. Coast Guard Tower Manual CIM M11000.4A, FAA AC 70/7460-1L, TIA- 322, ANSI/ASSE A10.48, and ANSI/TIA-222-G-2005, Annex J: Maintenance and Condition Assessment (Normative), including all addendums (addendums TIA-222-G-1 2007 and TIA 222-G-2 2009); the checklist is pages 4 thru 9 of this report.

Observations and recommendations are listed herein. For this inspection, the tower legs were named alphabetically according to the position of the ladder per the U.S. Coast Guard Tower Manual CIM M11000.4A.

The overall condition of the tower is satisfactory with a few exceptions. This is detailed in the report.

Chronological Narrative:

TEP arrived onsite at 9:00 am. We began by conducting a tail gate safety meeting with all involved and completing a job safety analysis form. Work began at 9:15 am with a ground and tower base inspection. We began climbing the tower at 11:15 am. The climbing inspection ended at approximately 12:30 pm. All aerial maintenance issues were noted and photographed. TEP left the site at 1:00pm.

Notes:

Due to excessive vegetation, TEP could only record tension readings for 30% of guy wires and was unable to record tower twist & plumb.

See Executive Summary for details regarding unutilized equipment that should be considered for removal from the tower.

No tower identification tag was present on site.

Tower Verification:

Equipment Used:

Range finder

Lasertech range finder

Lighting System Inventory:

Tower Name Lighting System

Lighting Level/Qty

Lamp type/size/model #

Confirmation the tower is FAA compliant Tower – 128’ (GT) – (Winchester Hill) – 17908

N/A N/A N/A N/A

Tower Height Verification:

Tower Name Height of Foundation

Height of Base

Insulator

Height of Tower

Height of Highest

Appurtenance

Total Height

0-ft N/A 128-ft 148-ft 148-ft

Tower Name

Site Identification/Signage

Site signage was present on site.

ANSI/TIA-222-G MAINTENANCE AND CONDITION ASSESSMENT

A. STRUCTURE CONDITION

A.1. Damaged members (legs and bracing) Okay Possible Improvement Needs Repair Not Applicable

Notes: See Executive Summary for details.

A.2. Loose members

Okay Possible Improvement Needs Repair Not Applicable Notes:

A.3. Missing members

Okay Possible Improvement Needs Repair Not Applicable Notes:

A.4. Climbing facilities, platforms, catwalks – all secure

Okay Possible Improvement Needs Repair Not Applicable Notes: See Executive Summary for details.

A.5. Loose and/or missing bolts and/or nut locking devices

Okay Possible Improvement Needs Repair Not Applicable Notes: See Executive Summary for details.

A.6. Visible cracks in welded connections

B. FINISH

B.1. Paint and/or galvanizing condition

Notes: See Executive Summary for details.

B.2. Rust and/or corrosion condition including mounts and accessories

Okay Possible Improvement Needs Repair Not Applicable Notes: See Executive Summary for details.

B.3. FAA or ICAO color marking conditions

Okay Possible Improvement Needs Repair Not Applicable Notes:

B.4. Water collection in members (to be remedied, e.g., unplug drain holes, etc.)

C. LIGHTING

C.1. Conduit, junction boxes, and fasteners (weather tight and secure)

Notes:

C.2. Drains and vents openings (unobstructed)

Okay Possible Improvement Needs Repair Not Applicable Notes:

C.3. Wiring Condition

Okay Possible Improvement Needs Repair Not Applicable Notes:

C.4. Light lenses

Okay Possible Improvement Needs Repair Not Applicable Notes:

C.5. Bulb condition

Okay Possible Improvement Needs Repair Not Applicable Notes:

C.6.a. Controllers functioning (Flasher)

Okay Possible Improvement Needs Repair Not Applicable Notes: See Executive Summary for details.

C.6.b. Controllers functioning (Photo control)

Okay Possible Improvement Needs Repair Not Applicable Notes:

C.6.c. Controllers functioning (Alarms)

D. GROUNDING

D.1. Connections

Notes: See Executive Summary for details.

D.2. Corrosion

Okay Possible Improvement Needs Repair Not Applicable Notes:

D.3. Lightning protection (secured to structure)

E. ANTENNAS AND LINES

E.1. Antenna condition

Notes:

E.2. Mount and/or ice shield condition (bent, loose, and/or missing members)

Okay Possible Improvement Needs Repair Not Applicable Notes: See Executive Summary for details.

E.3. Feed line condition (flanges, seals, dents, jacket damage, grounding, etc.)

Okay Possible Improvement Needs Repair Not Applicable Notes: See Executive Summary for details.

E.4. Hanger condition (snap-ins, bolt on, kellum grips, etc.)

Okay Possible Improvement Needs Repair Not Applicable Notes: See Executive Summary for details.

E.5. Secured to structure

F. OTHER APPURTENANCES (WALKWAYS, PLATFORMS, SENSORS, FLOODLIGHTS, ETC.)

F.1. Condition

Notes:

F.2. Secured to structure

G. INSULATOR CONDITION

G.1. Cracking and chipping

Notes:

G.2. Cleanliness of insulators

Okay Possible Improvement Needs Repair Not Applicable Notes:

G.3. Spark gaps set properly

Okay Possible Improvement Needs Repair Not Applicable Notes:

G.4. Isolation transformer condition

Okay Possible Improvement Needs Repair Not Applicable Notes:

G.5. Bolts and connection secure

H. GUYS

H.1. Strand condition (corrosion, breaks, nicks, kinks, etc.)

Notes: See Executive Summary for details.

H.2.a. Guy Hardware Conditions (Turnbuckles or equivalent (secure and safety properly applied)

Okay Possible Improvement Needs Repair Not Applicable Notes:

H.2.b. Guy Hardware Conditions (Cable thimbles properly in place (if required))

Okay Possible Improvement Needs Repair Not Applicable Notes:

H.2.c. Guy Hardware Conditions (Service sleeves properly in place (if required))

Okay Possible Improvement Needs Repair Not Applicable Notes:

H.2.d.i. Guy Hardware Conditions (Cable connectors (end fittings) (Cable clamps applied properly and bolts tight)

Okay Possible Improvement Needs Repair Not Applicable Notes:

H.2.d.ii. Guy Hardware Conditions (Cable connectors (end fittings) (Wire serving properly applied))

Okay Possible Improvement Needs Repair Not Applicable Notes:

H.2.d.iii. Guy Hardware Conditions (Cable connectors (end fittings) (No signs of slippage or damaged strands))

Okay Possible Improvement Needs Repair Not Applicable Notes:

H.2.d.iv. Guy Hardware Conditions (Cable connectors (Preformed wraps – properly applied, fully wrapped, & sleeve in place))

Okay Possible Improvement Needs Repair Not Applicable Notes:

H.2.d.v. Guy Hardware Conditions (Cable connectors (end fittings) (Poured sockets secure and showing no separation))

Okay Possible Improvement Needs Repair Not Applicable Notes:

H.2.d.vi. Guy Hardware Conditions (Cable connectors (Shackles, bolts, pins, and cotter pins secure and in good condition))

Okay Possible Improvement Needs Repair Not Applicable Notes: See Executive Summary for details.

H.3. Guy tensions

Okay Possible Improvement Needs Repair Not Applicable Notes: See Executive Summary for details.

H.4. Measure guy tensions

Okay Possible Improvement Needs Repair Not Applicable Notes: See Executive Summary for details.

H.5. Record temperature, wind speed and wind direction

I. CONCRETE FOUNDATIONS

I.1.a. Ground condition (Settlement, movement or earth cracks)

Notes: See Executive Summary for details.

I.1.b. Ground condition (Erosion)

Okay Possible Improvement Needs Repair Not Applicable Notes:

I.1.c. Ground condition (Site condition (standing water, drainage, trees, etc.))

Okay Possible Improvement Needs Repair Not Applicable Notes: See Executive Summary for details.

I.2.a. Anchorage condition (Nuts and/or nut locking device (tightened))

Okay Possible Improvement Needs Repair Not Applicable Notes: See Executive Summary for details.

I.2.b. Anchorage condition (Grout condition)

Okay Possible Improvement Needs Repair Not Applicable Notes: See Executive Summary for details.

I.2.c. Anchorage condition (Anchorages and/or anchor rod condition)

Okay Possible Improvement Needs Repair Not Applicable Notes:

I.3.a. Concrete condition (Cracking, spalling, or splitting)

Okay Possible Improvement Needs Repair Not Applicable Notes: See Executive Summary for details.

I.3.b. Concrete condition (Chipped or broken concrete)

Okay Possible Improvement Needs Repair Not Applicable Notes:

I.3.c. Concrete condition (Honeycombing)

Okay Possible Improvement Needs Repair Not Applicable Notes:

I.3.d. Concrete condition (Low spots to collect moisture)

J. GUYED MAST ANCHORS

J.1. Settlement, movement or earth cracks

Notes:

J.2. Backfill heaped over concrete for water shedding

Okay Possible Improvement Needs Repair Not Applicable Notes:

J.3. Anchor rod condition below earth (Maintain required structural capacity of anchor during exploration.)

Okay Possible Improvement Needs Repair Not Applicable Notes: See Executive Summary for details.

J.4. Corrosion control measures (galvanizing, coating, concrete encasement, cathodic protection systems, etc.)

Okay Possible Improvement Needs Repair Not Applicable Notes: See Executive Summary for details.

J.5. Anchor heads clear of earth

K. TOWER ALIGNMENT

K.1. Tower Plumb and Twist

EXECUTIVE SUMMARY

Photograph Observations and Recommendations

A.1. Damaged members (legs and bracing)

Observation:

The bolts of the guy connections at guy level 1 of guy wires A and B are bent. (Photos “A”)

Recommendation:

Replace bent guy hardware.

A.4. Climbing facilities, platforms, catwalks – all secure

Observation:

Surface corrosion was observed on the ladder safety rail, and section loss was observed on the 3/8” diameter bolt connections of the safety climb brackets. Section loss was observed from elevation 40’ to the top of the tower. (Photo “B”)

Recommendation:

Replace the safety climb and ladder.

A.5. Loose and/or missing bolts and/or nut locking devices

Observation:

The mount connection at 101’ in elevation is missing nut locking devices on the 5/8” Ø x 1-3/4” bolts. The bolts are skewed and plates are not flush. (Photo “C”)

Recommendation:

Replace the bolt assemblies and include nut locking devices in the new assemblies.

C

A

B

A.5. Loose and/or missing bolts and/or nut locking devices

Observation:

Skewed mount connections and mount connections with lock washers that are not fully engaged were observed at the following locations:

B leg at 31’ elevation resulting in the antenna from elevation 30’ to 42’ not being secure. (Photo “D”)

All mount connections at elevation 66’.

Mount on BC face at elevation 90’. (Photo “E”) Mount connection at elevation 101’.

Recommendation:

Tighten mount U-bolt connections so that the nuts sit flush on the mount plates and connections with lock washers so that all lock washers are fully engaged.

B.1. Paint and/or galvanizing condition

Observation:

The tower paint is chipped throughout the structure. (Photo “F”)

Repaint the tower.

F

D

E

B.2. Rust and/or corrosion condition including mounts and accessories

Surface corrosion is present at the following locations:

The equipment shelter guy wires and guy wire hardware

The propane tank in the compound The generator connections All cotter pins at guy level 1 All mounts and mount hardware above 60’

Clean areas affected by surface corrosion and coat with cold galvanizing compound.

I

G

H

B.2. Rust and/or corrosion condition including mounts and accessories

Section loss was observed at the following locations:

All cotter pins at guy level 2 (Photo “G”) 7/8” Ø connection bolts (Photo “H”) 3” x 3” x 1/4” tower legs at grade 2” x 2” x 1/4" diagonals at grade

Hardware affected by section loss should be replaced.

Members affected by section loss should be analyzed by a licensed structural engineer to determine if there is capacity loss.

I

G

H

D.1. Connections

Observation:

Broken waterfall grounding was observed at guy anchor B.

(Photo “J”)

Recommendation:

Replace the broken grounding.

E.2. Mount and/or ice shield condition (bent, loose, and/or missing members)

Observation:

Damaged/cut mounts were observed on A leg and the CD face of the tower at elevations 33’ and 45’. (Photos “K” and “L”)

Remove the cut mounts.

L

K

J

E.2. Mount and/or ice shield condition (bent, loose, and/or missing members)

Observation:

The mount pipe on A leg at elevation 99’ is damaged. Severe corrosion has resulted in a hole on the pipe. (Photo “M”)

Recommendation:

Replace the damaged mount pipe.

E.3. Feed line condition (flanges, seals, dents, jacket damage, grounding, etc.)

Observation:

(3) cut coax and (1) disconnected coax ground were observed at elevation 5’, (1) cut coax was observed on A leg at elevation 35’, and (1) cut coax was observed on the AB face at elevation 98’. (Photos “N” and “O”)

Remove the cut coax.

O

N

M

E.4. Hanger condition (snap-ins, bolt on, kellum grips, etc.)

Observation:

Unused coax clips were observed on the BC face at 10’, 18’, 22’. (Photo “P”)

Recommendation:

Remove the unused coax clips.

E.4. Hanger condition (snap-ins, bolt on, kellum grips, etc.)

Observation:

Surface corrosion was observed on 3/8” Ø bolt connections on coax clips of the AB face from 0-100’. (Photo “Q”)

Recommendation:

Clean and galvanize or replace the coax clips where surface corrosion is present.

H.1. Strand condition (corrosion, breaks, nicks, kinks, etc.)

Guy wires AB2L and BC2R are in contact. (Photo “R”)

Adjust the tension, twist, and plumb of the tower to avoid contact between guy wires.

R

Q

P

H.2.d.vi. Guy Hardware Conditions (Cable connectors (Shackles, bolts, pins, and cotter pins secure and in good condition))

Observation:

Loose cable clamps were observed on the safety wire of guy anchor B. Cable clamps could not be tightened due to the presence of corrosion. (Photo “S”)

Recommendation:

Replace the cable clamps.

H.3. Guy tensions

Observation:

All but (1) of the guy wire tensions that were recorded are outside of the recommended range of values for tension.

(Photo “T”)

Recommendation:

Re-tension the guy wires within the recommended range of values for tension.

H.4. Measure guy tensions

Observation:

TEP could only access 30% of the guy wires due to the excessive presence of vegetation surrounding the rest of the anchors. (Photo “U”)

Recommendation:

Record the tensions of all guy wires at all anchors. If guy wire tensions are outside of the recommended range of values, adjust accordingly.

U

T

S

I.1.a. Ground condition (Settlement, movement or earth cracks)

Observation:

The base of the tower is below grade and section loss is present on the tower members at grade. (Photo “V”)

Recommendation:

A licensed structural engineer should analyze the current condition of this item.

X

W

V

I.1.c. Ground condition (Site condition (standing water, drainage, trees, etc.))

Observation:

Vegetative growth was observed surrounding all guy anchors, restricting access to several of the anchors. (Photos “W” and “X”)

Recommendation:

The area around the guy anchors should be cleared of vegetative growth and sprayed to prevent future growth.

J.3. Anchor rod condition below earth (Maintain required structural capacity of anchor during exploration.)

Observation:

The anchor rod of guy anchor A is slightly bent. (Photo “Y”)

Recommendation:

A licensed structural engineer should analyze the current condition of this item.

J.4. Corrosion control measures (galvanizing, coating, concrete encasement, cathodic protection systems, etc.)

Observation:

Surface corrosion was observed at the anchor rod connection of guy anchor B. (Photo “Z”)

Recommendation:

Perform an anchor rod inspection to verify the extent of corrosion below grade.

Y

Z

GUY TENSIONS

Table A-1 (Assumed Initial Tension is 10% of Breaking Strength)

TEP was only able to record tension readings for 30% of guy wires due to excessively grown vegetation.

Guy Path

Guy #

Guy Size (diameter in inches) Measured

-5% of Initial

Tension at 60 F (kips)

+5% of Initial Tension at 60 F

(kips)

Measured tension converted to 60 F (kips)

Results

A

1 1/2” 2.555 2.825 2.38 LOW

2L 1/2” 2.42 2.825 2.00 LOW

2R 1/2” 2.42 2.825 2.28 LOW

B

1L 3/8” 1.465 1.615 1.92 HIGH

1R 3/8” 1.465 1.615 1.62 HIGH

2L 3/8” 1.465 1.615 2.14 HIGH

2R 3/8” 1.465 1.615 2.06 HIGH

GUY WIRE TENSION READINGS

A1 A2L

A2R AB1L

AB1R AB2L

GUY WIRE TENSION READINGS (CONT.)

AB2R

TOWER PLUMB AND TWIST MEASUREMENTS

Table B-1: Tower Twist Measurements

Reference Elevation

(above conc.)

Twist with Respect

To Base ( )

Allowable Twist with Respect

To Base ( )

Relative Twist Between Reference

Elevations ( )

Allowable Twist Between Reference

Elevations ( )

To w er T w ist ea su re m en ts

128.0-FT N/A N/A

N/A N/A

120.0-FT N/A N/A

N/A N/A

60.0-FT N/A N/A

N/A N/A

0.0-FT N/A N/A

Table B-2: Lateral Deflection Measurements

Reference Elevation

(above conc.)

Resultant Deflection (in)

Allowable Resultant

Deflection (in) per TIA

Resultant Deflection Between Reference

Elevations (in)

Allowable Deflection Between Reference

Elevations (in) per TIA

To w er D ef le ct io n M ea su re m ts

128.0-FT N/A N/A

N/A N/A

120.0-FT N/A N/A

N/A N/A

60.0-FT N/A N/A

N/A N/A

0.0-FT N/A N/A

TEP was unable to record twist and plumb readings due to excessively grown vegetation.

APPENDIX A:

CAPITAL EXPENDITURES TABLE

PROPERTY OF THE UNITED STATES GOVERNMENT – FOR OFFICIAL USE ONLY

APPENDIX C:

ASSETT ENROLLMENT FORM

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