44217 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 JUNEAU

PO BOX 25517

JUNEAU, AK 99802

Commdex c/o Ory Conrad oconrad@commdex.com

(949) 546-5055

12/31/19

CONTRACT NUMBER SUBMISSION NUMBER SUBMITTAL

HSCG88-17-D-PMV090 020R1 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 44217 CAMS Tower Fort Stevens Final Report

TYPED OR PRINTED NAME SIGNATURE DATE

Ory Conrad 12/31/19

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: 2019.12.31 14:47:18 -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 31, 2019

U.S. Coast Guard Designation:

Site Name: CAMS Tower Fort Stevens Site Number: 44217

Engineering Firm Designation:

TEP Project Number: 239946.308753

Site Data:

Fort Stevens, OR Latitude N 46.2039663°, Longitude W -123.9561461° 73 Foot – Guyed Tower

Inspection Completed By:

Tower Engineering Professionals 11/12/2019 – 11/13/2019 Tyler Hazen

William Lynch William H. Martin, P.E, PEng, S.E., G.C., C.W.I.

Tower Engineering Professionals

Guyed Tower Maintenance and Condition Assessment Report 12/31/2019 CAMS Tower Fort Stevens

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 Tyler Hazen and William Lynch of TEP during the November 12, 2019 and November 13,2019 site visits. 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 poor with a few exceptions. This is detailed in the report.

Chronological Narrative:

TEP arrived onsite at 10:00 am. We began by conducting a tail gate safety meeting with all involved and completing a job safety analysis form. Work began at this tower at 10:15 am with a ground and tower base inspection. All maintenance issues were noted and photographed. TEP left the site at 12:00 pm.

Maintenance Accomplished:

- Minor corrosion was cleaned with hand tools and coated with an approved cold galvanizing compound.

Note:

- No unutilized equipment was observed on the structure.

- No tower identification tag was present on site.

- No USCG assets are present within 150’ radius of the tower.

- TEP did not perform a climbing inspection on this site due to uncertainty that the existing structure allows for a climbing inspection to be performed safely.

Tower Verification:

Equipment Used:

Equipment Used

Futtura Digital Theodolite DT-5 Dillon Quick Check Nikon Forestry Pro

Lighting System Inventory:

Tower Name Lighting System Lighting Level/Qty Lamp type/size/model #

Confirmation the tower is FAA compliant 44217 – CAMS Tower Fort Stevens

No lighting system No lighting system No lighting system Yes

Tower Height Verification:

Tower Name Height of Foundation

Height of Base Insulator

Height of Tower

Height of Highest

Appurtenance Total Height

44217 – CAMS Tower Fort Stevens

0-ft 3-ft 73-ft* 73-ft* 73-ft*

*Heights were determined using a laser range finder from the ground.

Tower Name

Site Identification/Signage

44217 – CAMS Tower Fort Stevens

Site signage was not 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:

A.6. Visible cracks in welded connections

Notes:

B. FINISH

B.1. Paint and/or galvanizing condition

Notes:

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:

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:

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:

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

Okay Possible Improvement Needs Repair Not Applicable Notes:

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

Okay Possible Improvement Needs Repair Not Applicable Notes:

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:

H.3. Guy tensions

Okay Possible Improvement Needs Repair Not Applicable Notes:

H.4. Measure guy tensions

Okay Possible Improvement Needs Repair Not Applicable Notes:

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

I. CONCRETE FOUNDATIONS

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

Notes:

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:

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:

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:

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

Okay Possible Improvement Needs Repair Not Applicable Notes:

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:

Wooden poles P1 (Photo “A”), P2 (Photo “B”), and P3 (Photo “C”) are severely deformed.

Recommendation:

A licensed structural engineer should analyze the current condition of the wooden support poles.

A

C

B

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

Observation:

The existing tower is not climbable and the current condition of the wooden support poles appears unsafe to climb.

(Photos “D”, “E”, and “F”)

Recommendation:

A licensed structural engineer should analyze the current condition of the wooden support poles to determine if they are safe to climb.

D

F

E

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

Observation:

Surface corrosion was observed on hardware at the base of the tower. TEP cleaned and galvanized the areas affected by surface corrosion. (Photos “G”, “H”, and “I”)

Recommendation:

No action required.

I

G

H

Observation:

Surface corrosion was observed on all guy wires from the guy anchors to the wooden support poles P1 (Photo “J”), P2 (Photo “K”), P3 (Photo “L”).

Monitor during the next scheduled inspection.

L

J

K

Observation:

The guy wires of P2 anchor 2, P2 anchor 3, P3 anchor 1, and P3 anchor 2 are in contact with trees. (Photos “M” and “N”)

Recommendation:

Remove the vegetation in contact with the guy wires.

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

Observation:

Ice clips are not installed on any of the guy wire preforms on of guy wires on wooden support poles P1 (Photo “O”), P2 (Photo “P”), P3 (Photo “Q”).

Install ice clips.

O

M

N

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

H.3. Guy tensions

Observation:

All but (2) of the measured guy wire tensions are outside of the recommended range of tensions. Due to questions regarding the stability of the wooden support poles in their current condition, TEP did not adjust guy wire tensions. See Table 1 for details regarding guy wire tensions. See Table 1 for additional guy wire tension information. (Photo “R”)

Recommendation:

A licensed structural engineer should review the current condition of the structure. Properly tension guy wires pending the results of the structural analysis.

R

P

Q

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

Observation:

Excessively grown vegetation was observed inside the tower compound and near guy anchors. (Photos “S” and “T”)

Remove overgrown vegetation.

T

S

TOWER TENSION, PLUMB AND TWIST MEASUREMENTS

Table 1: Guy Wire Tensions

*All recorded tensions are baseline tensions.

Guy Path Guy Level

Guy Size (diameter in inches) Measured

-5% of Initial

Tension (kips)

+5% of Initial Tension (kips)

Measured tension (kips) Results

North

A1 1 3/8 1.46 1.62 0.52 LOW

A2 2 3/8 1.46 1.62 1.62 OK

B1 1 3/8 1.46 1.62 0.44 LOW

B2 2 3/8 1.46 1.62 1.40 LOW

C1 1 3/8 1.46 1.62 0.60 LOW

C3 2 3/8 1.46 1.62 0.86 LOW

Southeast

A1 1 3/8 1.46 1.62 0.94 LOW

A2 2 3/8 1.46 1.62 0.66 LOW

B1 1 3/8 1.46 1.62 0.80 LOW

B2 2 3/8 1.46 1.62 1.32 LOW

C1 1 3/8 1.46 1.62 0.80 LOW

C2 2 3/8 1.46 1.62 1.60 OK

Southwest

A1 1 3/8 1.46 1.62 0.92 LOW

A2 2 3/8 1.46 1.62 0.60 LOW

B1 1 3/8 1.46 1.62 0.92 LOW

B2 2 3/8 1.46 1.62 1.16 LOW

C1 1 3/8 1.46 1.62 0.78 LOW

C2 2 3/8 1.46 1.62 1.18 LOW

TOWER TENSION, PLUMB AND TWIST MEASUREMENTS (cont.)

Table 2: Lateral Deflection Measurements

N

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 en ts

80-ft 56.92 ± 4.80

0.00 ± 0.12

78-ft 56.92 ± 4.68

37.70 ± 2.28

42-ft 19.22 ± 2.40

19.22 ± 2.40

0-ft 0.00 ± 0.00

SE

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

80-ft 28.64 ± 4.80

1.54 ± 0.12

78-ft 27.10 ± 4.68

20.74 ± 2.28

42-ft 6.36 ± 2.40

6.36 ± 2.40

0-ft 0.00 ± 0.00

SW

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

80-ft 11.25 ± 4.80

-1.48 ± 0.12

78-ft 12.73 ± 4.68

-2.36 ± 2.28

42-ft 15.09 ± 2.40

15.09 ± 2.40

0-ft 0.00 ± 0.00

North A1 North A2

North B1 North B2

North C1 North C2

Southeast A1 Southeast A2

Southeast B1 Southeast B2

Southeast C1 Southeast C2

Southwest A1 Southwest A2

Southwest B1 Southwest B2

Southwest C1 Southwest C2

APPENDIX A:

CAPITAL EXPENDITURES TABLE