S02 - Attachment 01-F - TANK 1 - NDP - API 653 Out-of-Service Inspection Report - 65 Pages.pdf

PDF 12 MB Posted

Attached to
R e p a i r W a t e r T a n k s D e f i c i e n c i e s
Solicitation number
36C24826R0133
Issued by

About this file

This is an API-653 Out-of-Service External/Internal Mechanical Integrity Assessment Report for Water Storage Tank #1 at VA Medical Center in San Juan, Puerto Rico, prepared by Project Specialists of Puerto Rico, Inc. in January and March 2025.

The inspection was conducted on a cone roof potable water storage tank manufactured by Alonso & Carus Iron Works in 2007, with dimensions of 66 feet 9 inches in diameter and 40 feet in height, storing 1,000,000 gallons with A-36 material of construction. The assessment included external and internal visual inspections, ultrasonic thickness testing of shell plates, roof plates, floor plates, outer projection, and nozzles; vacuum box inspection of floor welds; magnetic flux leakage testing; cathodic protection system verification; settlement and plumbness evaluations; and dimensional tolerance measurements. Key findings indicate the tank is in overall good condition but requires immediate corrective actions including: repair of severely corroded east top shell course with visible holes; sealing of compromised concrete base and floor outer projection seal; replacement of corroded anchor bolts, roof nozzle bolts, center vent bolts, and manhole E components; cleaning and recoating of corroded flanges and roof structure; replacement of damaged level float and guide tube; and coating restoration on floor, shell, roof, and supporting structures. The magnetic flux leakage test identified 10 underside corrosion indications and one top side pit of 0.210" depth on floor plates requiring patched repairs. Ultrasonic thickness readings confirmed adequate structural integrity with minimum thicknesses exceeding design requirements. The cathodic protection system verified normal operating conditions with measured output of 27V and 13.8A. Remaining equipment life is estimated at 65.4 years for shell plates, 46.3 years for roof plates, and 74.6 years for floor plates, with recommended next formal external visual inspection within five years.

View the file

Other files

File Type Posted
S06 - AMENDMENT 36C24826R0133 0001 Response to RFIs.pdf PDF
S02 - 36C24826R0133 - DB - Repair Water Tanks Deficiencies - Issued 09-03-2026.pdf PDF
S02 - Attachment 12 - 852.219-75 VA Notice of Limitation on Subcontracting Certificate of Compliance for Services and Construction - JAN 2023 - 2 pages.docx DOCX document
S02 - Attachment 11 - Subcontractor Past Performance Consent Form - 1 page.pdf PDF
S02 - Attachment 03 - Specialized Experience Form - 3 pages.pdf PDF
S02 - Attachment 10 - Infection Control Guidelines on Construction and Renovation 11B-17-05 - 11 pages.pdf PDF
S02 - Attachment 1-C - Reference Drawings VA Water Tanks - 7 pages.pdf PDF
S02 - Attachment 06 - Letter of Commitment Key Subcontractors - 1 page.pdf PDF
S02 - Attachment 02 - Key Personnel Resume Form - 1 page.pdf PDF
S02 - Attachment 01-E- TANK 2 - NDP - API 653 Out-of-Service Inspection Report - 62 Pages.pdf PDF
S02 - Attachment 1-A - 672-26-110_Site Plan - 1 page.pdf PDF
S02 - Attachment 1-D - Specifications Repair Water Tanks Deficiencies -120 pages.pdf PDF
S02 - Attachment 1-B - 672-26-110 Location Plan - 1 page.pdf PDF
S02 - Attachment 04 - Base Offer Price Breakdown - 1 Page.xlsx XLSX spreadsheet
S02 - Attachment 08 - Letter of Commitment for Key Personnel - 1 page.pdf PDF
S02 - Attachment 05 - EMR Form - 1 page.pdf PDF
S02 - Attachment 09 - Letter of Commitment for Design Firm Teaming Arrangement - 1 page.pdf PDF
S02 - Attachment 07 - Past Performance Questionnaire - 4 pages.pdf PDF
Show all 18

On GovTribe

Work with this file

  • Download the original file
  • Contacts named in this file
  • Similar government files
  • Ask GovTribe AI about this file

Text version

20250330_224352.pdf (p.1-43)
20250330_230611.pdf (p.44-65)

File details come from the government source that posted it. Updated .