CITY OF PINOLE Sewer Rehabilitation Program FY 07 – 08 PHASE 2
CITY OF PINOLE Sewer Rehabilitation Program FY 07 – 08 PHASE 2
CITY OF PINOLE Sewer Rehabilitation Program FY 07 – 08 PHASE 2
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The Contractor must provide proof of successful installation of CIPP rehabilitation<br />
projects on line sizes similar to this project in the state of California. In addition the<br />
Contractor & Manufacturer must have experience installing a minimum of 50,000 feet of<br />
cured-in-place product in wastewater collection systems. Installer’s project managers<br />
must have a minimum of 2 years experience of CIPP installation and must be on-site<br />
during the installation of the CIPP products. The person in charge of operating the<br />
remote control cutting operations to reinstate laterals shall have performed a minimum of<br />
fifty (50) successful remote cutting operations on 6-inch pipelines.<br />
MATERIALS<br />
All pipe shall be handled and stored as recommended by the manufacturer to maintain<br />
integrity. The Contractor shall submit the manufacturer’s recommendations to the<br />
Engineer for approval. All materials deemed damaged by the Engineer shall be removed<br />
from the project site and all expensed incurred shall be paid for by the Contractor.<br />
The tube shall be a material compatible with the resin system (designed for use in a<br />
wastewater environment) used to allow the tube to reach its full strength and size<br />
capacity. The tube shall be properly sized to fit tightly against the inner wall of the host<br />
pipe. The resin and pipe shall meet the structural and chemical resistance requirements in<br />
applicable sections of ASTM F1216/F1743.<br />
The finished liner shall meet the following structural requirements:<br />
Required Value<br />
Short Term Long Term<br />
Wall Thickness (TBD by Contractor)<br />
Flexural Strength 4,500 psi<br />
Flex. MOE 8<br />
250,000 psi 150,000 psi<br />
Tensile Strength 3,000 psi<br />
The tube shall be monitored for temperature at the beginning and end of the section being<br />
lined. The Inspector/Engineer shall access to temperature readings at all times during the<br />
curing process.<br />
TESTING<br />
The physical properties of the installed CIPP shall be confirmed by and independent<br />
third party laboratory recommended by the manufacturer and pre-approved by the City.<br />
Testing methods shall conform to ASTM Standards D790, D2122, and D638. One (1) set<br />
of tests will be required for each diameter of CIPP installed.<br />
8 Flexural Modulus of Elasticity<br />
PSP-10
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