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Vista Point II 3-7-LR05080511440 Reeder lid · Dallas, ] X 75229 REPORT OF FIELI) COMPACTION Tested For: Scotl & Reid General Contractors, lnc Project: Vista Point I1 I.ots 3-7 Lcwisvillc /Coppell, Texas Date Performed: 08/05/05 FCI Project No.: M05-842 Gauge Manuf.:IIumboldt Gauge Model: HS-5001EZ Probe Depth: 12 roches Optimum Proctor Material Description Moisture (%) i .~ar? Gray and Brown Silty Clay 19.5 I~-PLACE TEST REStLIS 11 ; FG-6' Sanitat~Scwer?m~l,sta[ot} ~0 13 FG-4' Sanitary Sewer Line SS1, station 2q 00 14 FG-7' Sanitary Sewer Line SS 1, station 2 v00 1 FG-2' Sanitary Sewer Line SS1, station 6+00 18 FG-I' Sanitary Sewer Linc SSI, station 6+00 l 10 FG Samta~ Se~er I.mo SSI, station 6~00 20 FG-4' Sanita~ Sewer line SS1 at Manhole, station 5+00 1 ~ 1 FG-3' Samtau Sc~ 'or line SS 1 at Manhole, station 5 e00 1 22 FG-2' Sanita~ Sewer line SS1 at Manhole, station 5+00 1 ~, FO 1 Samtary Sc ~cr linc SS1 at Manhole, station 5 v00 l 24 FG-3' Samta~ Sewer Lm, SS2, station 1 ~ 00 25 FG-2' Sanitary Sewer Linc, SS2 station 1 +00 26 FG-1' Sanitary Sewer Linc, SS2 station 1 2T : FG Sanitm7 Sewer Line, SS2 station 1+00 ' MaximumI~ry ] Density (PCF) ~ I Dry Percent Percent Density Moisture (PCF) Density 21.6 98.3 23.1 101.7 !98.7 ] 22.3 102.0 99.0 22.6 100.3 97.4 23.4 101.6 98.6 23.1 100. I 97.2 22.4 101.1 I 98.2 23.6 101.3 21.2 99.6 ~)_PL 21.2 99.7 [ 96.8 20.2 t01.7 21.3 102.1 [99.1 22.6 102.3 [ 99.3 20.8 101,2 [ 98.3 ] 22.4 103.0 Tcchnicmn: Domonic Gonzales Pacheco Koch Consulting Engineers ErikHauglie, PE City of Coppell Larry Davis Checked By: /~