My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
KLB Construction, LLC 4/21/2026 (2)
>
Contracts
>
Capital Contract
>
Capital Construction Contracts and Change Orders
>
KLB Construction, LLC 4/21/2026 (2)
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
4/21/2026 1:43:27 PM
Creation date
4/21/2026 1:34:43 PM
Metadata
Fields
Template:
Contracts
Contractor's Name
KLB Construction, LLC
Approval Date
4/21/2026
Council Approval Date
4/8/2026
Department
Public Works
Department Project Manager
Randy Loveless
Subject / Project Title
PGSF West Marine View Drive Storm and Combined Sewer, Package 2 Volume 2
Public Works WO Number
UP3815-02
Tracking Number
0005222
Total Compensation
$0.00
Contract Type
Capital Contract
Contract Subtype
Capital Construction Contracts and Change Orders
Retention Period
10 Years Then Transfer to State Archivist
Imported from EPIC
No
There are no annotations on this page.
Document management portal powered by Laserfiche WebLink 9 © 1998-2015
Laserfiche.
All rights reserved.
/
469
PDF
Print
Pages to print
Enter page numbers and/or page ranges separated by commas. For example, 1,3,5-12.
After downloading, print the document using a PDF reader (e.g. Adobe Reader).
Download electronic document
View images
View plain text
<br />PGSF WMVD Storm and Combined Sewer - Construction Package 2 Concrete Repair <br />Project No. 180162 03 01 00 - 7 <br /> <br />B. Two component, high molecular weight, methacrylate resin crack healer/penetrating <br />sealer, non-vapor barrier, specifically designed for broadcast application. <br />1. Sika corporation, Sika Pronto 19 TF. <br />2. Approved equal. <br />2.09 CONCRETE JOINT SEALANT <br />A. Use a polyurethane sealant designed for submerged conditions. <br />B. Manufacturers and Products: <br />1. Sika Corporation, Sikaflex-1a or Sikaflex-2c <br />2. Euclid Chemical Company, Tammsflex NS <br />3. Approved equal. <br />PART 3 EXECUTION <br />3.01 CONCRETE REPAIR <br />A. Comply with manufacturers' written instructions for surface preparation, environmental <br />conditions, product application, and product curing/protection requirements. <br />3.02 EXAMINATION <br />A. Notify Engineer seven days in advance of date when mockup areas of deteriorated <br />concrete and deteriorated reinforcing bars will be cleaned for inspection and initial pull- <br />off tensile bond strength test. <br />1. Use 15-pound chipping and/or bush hammers, abrasive blast, followed by pressure <br />water blasting to remove debris, foreign material, and/or loose concrete from <br />designated areas to be inspected and repaired. Verify depth of surface removal by <br />sounding and pH testing. <br />2. Follow surface preparation by vacuum and low-pressure water blasting to remove <br />loose debris, foreign material, and/or concrete dust from areas to be inspected and <br />repaired. <br />3. Upon completion of surface cleaning, Engineer and Contractor shall observe surfaces <br />and test results. <br />B. Perform visual surveys of the existing structure as Work progresses to detect hazards <br />resulting from concrete repair Work. Notify Engineer of damage prior to making repairs. <br />3.03 PREPARATION <br />A. Ensure that supervisory personnel are on-site when concrete repair work begins and <br />during its progress. <br />B. Protect persons, motor vehicles, surrounding surfaces of structure being repaired, and <br />surrounding buildings and facilities from harm resulting from concrete repair Work. <br />1. Comply with each product manufacturer's written instructions for protections and <br />precautions. Protect against adverse effects of products and procedures on people <br />and adjacent materials, components, and vegetation.
The URL can be used to link to this page
Your browser does not support the video tag.