70118_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

11/26/19

CONTRACT NUMBER SUBMISSION NUMBER SUBMITTAL

HSCG88-17-D-PMV090 012R2 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 70118 CAMS Tower (TX #25) Final Report

TYPED OR PRINTED NAME SIGNATURE DATE

Ory Conrad 11/26/19

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: 2019.11.26 16:01:13 -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

November 25, 2019

U.S. Coast Guard Designation:

Site Name: CAMS Tower (TX #25) Site Number: 70118

Engineering Firm Designation:

TEP Project Number: 239687.308729

Site Data:

999 Mesa Rd.

Bolinas, Marin County, CA 94924 Latitude N 37.92435°, Longitude W -122.7338° 88 Foot – Guyed Tower and (6) 40 Foot Wooden Poles

Inspection Completed By:

Tower Engineering Professionals 10/2/2019 Chason D. Kanow, P.E., C.W.I.

Kelsey Spencer, C.W.I.

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

Tower Engineering Professionals

Rev. Description Date 1 Corrected cost estimate worksheet. 10/22/2019 2 Added Tower Assessment Form. 11/04/2019

Guyed Tower Maintenance and Condition Assessment Report 11/25/2019 CAMS Tower (TX #25)

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 Chason D. Kanow, P.E., C.W.I. and Kelsey Spencer, C.W.I. of TEP during the October 2, 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. No United States Coast Guard Assets were within 150’-0” of the structure.

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. No unused equipment was identified on structure.

Chronological Narrative:

TEP arrived onsite at 10:30 am. We began by conducting a tail gate safety meeting with all involved and completing a job safety analysis form. Work began at 10:45 am with a ground and tower base inspection. We began climbing the tower at 12:00 pm. The climbing inspection ended at approximately 1:15 pm. All aerial maintenance issues were noted and photographed. TEP left the site at 5:00pm.

Maintenance Accomplished:

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

- Tension, twist, and plumb was adjusted to be within USCG specifications.

Note:

- Inspection of elevated preforms, turnbuckles, and guy wires on the wood poles could not be performed during this site visit due to the need of a manlift to access their location. Corrosion was observed from the ground at these locations. The significance of the corrosion could not be determined.

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

Tower Verification:

Equipment Used:

Tension Meter

Dillon Quick Check Futtura Digital Theodolite DT-5

Lighting System Inventory:

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

Confirmation the tower is FAA compliant CAMS Tower (TX #25) - 70118

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

CAMS Tower (TX #25)

- 70118

0-ft 2-ft 86-ft 86-ft 88-ft

Tower Name

Site Identification/Signage

70118 – CAMS Tower (TX #25)

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:

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: 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:

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

D.2. Corrosion

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:

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

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

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: See Executive Summary for details.

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:

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:

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: See Executive Summary for details.

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

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

I.3.c. Concrete condition (Honeycombing)

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

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: See Executive Summary for details.

J.5. Anchor heads clear of earth

Notes: See Executive Summary for details.

K. TOWER ALIGNMENT

K.1. Tower Plumb and Twist

Notes: Tower twist and plumb was within ANSI/TIA-222-G-2005 recommended limits.

EXECUTIVE SUMMARY

Photograph Observations and Recommendations

A.1. Damaged members (legs and bracing)

Observation:

Several of the wooden support poles are splitting (Photo “A” and “B”):

- #2: 3/8” W x 10’ L Split

- #4: 3/8”-1/2” W x 10’ Split

- #5: 9/16” W x 5’ Split

Recommendation:

An EOR or structural engineer should review the as built condition for acceptability.

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

Observation:

Surface corrosion was observed in several areas throughout the structure. TEP cleaned and galvanized these areas.

(Photos “C”, “D”, and “E”)

No action required.

C

A

B

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

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

Observation:

Safety wire is corroded on the turnbuckles of the guy wires at all (15) locations. The safety wire on outside anchor #11 snapped due to the corrosion. (Photo “F”)

Recommendation:

Remove the existing safety wire and wire rope clip and replace with new 3/8” EHS safety wire installed in a figure 8 configuration with (2) new wire rope clips.

F

D

E

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

Observation:

The preforms on the anchors are missing ice clips at all (15) locations. (Photo “G”)

Recommendation:

Install ice clips on preforms.

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

Observation:

The shackle pins on the wood pole guy connections are bent.

(Photos “H”)

Recommendation:

The EOR or structural engineer should review for acceptability.

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

Observation:

Cracking was observed in the concrete casing of wood pole anchor #1. (Photo “I”)

Repair the cracked surface of the concrete casing with grout.

G

I

H

I.3.c. Concrete condition (Honeycombing)

Observation:

Honeycombing was observed on the concrete casing of wood pole anchor #2. (Photo “J”)

Repair the cracked surface of the concrete casing with grout.

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

Observation:

Below grade corrosion was observed on outside anchor #10.

TEP corrected this issue while on site. (Photo “K”)

No action required.

J

K

TOWER TENSION, PLUMB AND TWIST MEASUREMENTS

Table 1: Guy Wire 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

Inner

1 1 3/8 1.465 1.615 1.50 OK

2 1 3/8 1.465 1.615 1.56 OK

3 1 3/8 1.465 1.615 1.50 OK

Outer

1 2 3/8 1.465 1.615 1.50 OK

2 2 3/8 1.465 1.615 1.50 OK

3 2 3/8 1.465 1.615 1.48 OK

4 2 3/8 1.465 1.615 1.48 OK

5 2 3/8 1.465 1.615 1.48 OK

6 2 3/8 1.465 1.615 1.48 OK

7 2 3/8 1.465 1.615 1.56 OK

8 2 3/8 1.465 1.615 1.60 OK

9 2 3/8 1.465 1.615 1.58 OK

10 2 3/8 1.465 1.615 1.54 OK

11 2 3/8 1.465 1.615 1.50 OK

12 2 3/8 1.465 1.615 1.52 OK

TOWER TENSION, PLUMB AND TWIST MEASUREMENTS (cont.)

Table 2: 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

M ea su re m en ts

80-ft 3.31 ± 4.00

1.93 ± 2.00

40-ft 1.38 ± 2.00

1.38 ± 1.80

4-ft 0.00 ± 0.20

Table 3: 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 en ts

80-ft 0.58 ± 2.40

0.601 ± 1.20

40-ft 0.17 ± 1.20

0.167 ± 1.10

4-ft 0.00 ± 0.12

APPENDIX A:

CAPITAL EXPENDITURES TABLE