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PHASE IV: Embankment Construction <br />Embankment construction was carefully monitored for moisture <br />and density control with a Tror.ler Dluclear D-M gauge from base <br />of fill to finished grade. All densities met or exceeded the <br />minimum 958 of maximum dry density per ASTM D-698. <br />Ten inches (10") of Class 3 aggregate base course was placed <br />on a thirty foot (30') wide mat of marifi 500x, compacted and <br />approved before three quarter inch (3/9") Class 6 aggregate <br />was placed. <br />The typical road section was completed with six inches (6") of <br />three quarter inch {3/4") Class 6 aggregate base course as per <br />plan. Completion of the roadway :vas marked with the satisfactory <br />compaction, and thickness verification of the Class 6 material. <br />PHASE V: Topsoil Placement and Revegitation <br />After roadway completion, the topsoil placement was completed <br />by shouldering the road and shaping the previously placed topsoil. <br />An average topsoil thickness of one foot (1') was verified by <br />field measurements by the Inspecting Engineer. <br />Re-seeding was not accomplished due to weather conditions, but will <br />be completed as conditions will permit in the spring. <br />The above statements represent <br />and inspections made during the <br />i and do not imply a warranty or <br />of the elements involved. <br />a recapitulation of work accomplished <br />course of the construction project <br />guarantee of the design or adequacy <br />~j <br />~i~~ <br />Project Inspe r <br />' ~n r <br />~~ <br />~t C. PZ <br />~~O~9Ttq <br />P~ ~ <br />~o~se <br /> <br />~.. <br />