Laserfiche WebLink
I <br /> I <br /> or decreasing throughout the creep load hold period. <br /> 3. Failure does not occur at the 1.67 DL maximum test load. Failure is <br /> defined as the load at which attempts to further increase the test load <br /> simply result in continued pile movement. <br /> M. If a proof-tested micropile fails to meet the acceptance criteria, the <br /> Contractor shall immediately proof test another micropile within area. For <br /> failed piles and further construction of other piles, the Contractor shall <br /> modify the design, the construction procedure, or both. These <br /> modifications may include installing replacement micropiles, post-grouting <br /> the tested pile and re-proof testing the pile, modifying installation <br /> methods, increasing the bond length, or changing the micropile type. Any <br /> modification that necessitates changes to the structure design shall <br /> require the Engineer's prior review and acceptance. Any modifications of <br /> design or construction procedures, or cost of additional verification test <br /> piles and verification and/or proof load testing, or replacement production <br /> micropiles, shall be at the Contractor's expense. <br /> Item 25 - SPECIFICATION 40 71 13, FULL INSERTION MAGNETIC FLOW METER, <br /> Page 3 <br /> the following sections are REVISED as follows: <br /> 2.01.A.1 — McCrometer, Model 39-54C Bidirectional full profile insertion <br /> electro-magnetic flow meter (no substitutes). I <br /> 2.02.A— The sensor probe shall be installed in line on the 36-inch concrete <br /> cylinder water transmission line pipe and provide Bard-bidirectional flow <br /> measurements. <br /> 2.02.C.2 — Include a modbus and an LCD readout for local measurement <br /> display, a 4 to 20 milliamp signal to allow operator to remotely read flow. <br /> Item 26 - SPECIFICATION 40 90 00, PROCESS CONTROL SYSTEM GENERAL <br /> PROVISIONS I <br /> Specification 40 90 00 is ADDED to the specifications and is provided as an <br /> attachment to Addendum 3. 1 <br /> Item 27 - GEOTECHNICAL ENGINEERING REPORT ADDENDUM, Appendix Al. <br /> An addendum to the geotechnical report is ADDED to the Specifications, <br /> Proposal, and Contract Documents as Appendix Al and is provided as an <br /> attachment to Addendum 3. 1 <br /> I <br /> Addendum 3 to Evergreen Pump Station Modifications(WO#UP3747-3) Page 12/17 <br /> CITY OF EVERETT • 3200 Cedar Street • Everett, WA 98201 • (425)257-8800 • Fax (425)257-8882 <br />