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<br /> <br />percent. We also recommend that the etdsting gravels be reshapcd so that a sown is established <br />throughout the pavemeat section. <br />LIMITATIONS <br />This report has been prepared in accordance with generally accepted soil and pavemeat engineering <br />practices in this azea for use by the client for design purposes. The conclusions and recommendations <br />submitted in this report are based upon the assumed traffic loadings and the data obtained from the <br />test holes advanced along the subject roadways. If during conswction, soil and ground water <br />conditions appe o e differ t from those described herein, this office should be advised a[ once so <br />that reevaluau n of [he reco meadatioas may be made. We recommend the on-site observation of <br />the subgrade oofrolling, gr vel placement and compaction by a qualified soils engineer. <br />1NC. <br />Brian D. lea, ~.E. ~ _~~j75O <br />cc: Bill <br />Job No. 95-2131 Northwest Colorado Consultants. Inc. Page R <br />