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This Chan a Order Total $ 31578.00 <br /> Previous Chan a Order s Total $ 2 024.00 <br /> Revised Contract Total $ 16 622 777.71 <br /> <br /> ~r? The time provided for completion in the contract is (unchanged) (decreased) (increased) by <br /> Unch,_ <br /> speed <br /> working days. This document shall become an amendment to the contract and all <br /> provisions of the contract will apply. Changes aze shown on Drawing(s) No. dated Revisions to <br /> P-152 specification dated 9/13/04. new P-154 specification dated 9/13/04 and gradation of 3 inch <br /> crushed rock. dated 9/13/04, three copies att he . <br /> Recommended by: William Ness 9/22/04 <br /> Engineer ate <br /> Approved by: e-~x-~ ~ l~ c, ~z` <br /> Owner ~ L D e <br /> Accepted by: <br /> Co tract r Date <br /> Concurred by: 1 t /f S~o ~l <br /> State Aeronautics (if a icable) Date <br /> Approved by: Suzanne LePan~ <br /> Federal Aviation Administration Date <br /> NOTE: Change Orders and Supplemental Agreements require FAA approval prior to construction, <br /> otherwise no Federal participation can be granted. State Aeronautics concurrence is required when <br /> state participation is anticipated. <br /> Page 2 of 2 pages <br /> AIP PROJECT NO. 3-41-0028-33/34 CHANGE ORDER NO. 2 <br /> (Supplemental Agreement) <br /> AIRPORT Eugene Airport -Parallel Runway LOCATION Eugene, Oregon <br /> Project <br /> JUSTIFICATION FOR CHANGE <br /> 1. Brief description of the proposed contract change(s) and location(s). <br /> a. Runway 16U34R - (1) Reduce the compaction required in the middle 12-inches of the P-152 sub- <br /> grade embankment from 95% to 92%, (2) Replace the top 12-inches of the P-152 sub-grade <br /> embankment with imported baz run, (3) Revise the testing requirements for the imported baz run <br /> portion of the P-152 embanlanent, (4) Remove the geotextile fabric, and (4) Eliminate requirement for <br /> the P-154 Sub-base to be crushed and angulaz, (5) Revise P-154 specification testing requirements. <br /> 2. Taxiway B and interconnecting taxiways (1) Replace 8-inch layer of P-154 Sub-base with 3-inch <br /> minus crushed rock. <br /> <br />