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Huntington-LR 930225MAXIM ENGINEERS, INC. ienaineerlna and f=nvironmental ConsulfarKs 2342 Fabens ~ P.O. f3ox 59902 ~ Dailas, TX 75229 (214) 247-7575 ~ FAX (214) 484-5804 TN-PLACE DENSITY OF SOIL _ ~ Report Date 02/25/93 crept Centex Real Estate Project Name Huntington Ridge - Coppell, Texas Density Test Method ASTM D2922 and D3017 Project Density Req'd 95 - 105 Sample Date Project Number 02/01 /93 0392002034 Method of Compaction ASTM D698 Project Moisture Req'd Opt +5 M©ist~~i~~p~el~~ ~tet~t~ans Material Proctor Results Number Description Maximum Dry Density (pcf) Optimum Moisture 1 Reddish brown clayey sand with fine roots and organics 115.5 13.5 2 Reddish brown clayey sand with red clayballs 115.1 14.1 3 Brown silty sand with brown clayballs and gravel 116.9 12.9 >; _:. Test ResUttS Test Material Lift Location Number Number 1 2 Natural General backfill of pond area, approximately 200 feet east of Cowboy Drive, northwest corner and 200 feet north of the southwest corner of the fill area 2 3 Natural General backfill of pond area, approximately 300 feet east of the school and 125 feet north of the southwest comer of the fill area 3 2 Natural General backfill of pond area, approximately 500 feet east of the school and approximately 75 feet north of the south property line 4 3 Natural General backfill of pond area, approximately 600 feet east of the school and 75 feet north of the south property line 5 3 Natural General backfill of pond area, approximately 900 feet east of the school and 50 feet north of the south property line 6 1 Natural General backfill of pond area, approximately 200 feet west of Denton Tap Road and 25 feet north of the south property line 7 3 Natural General backfill of pond area, approximately 250 feet west of Denton Tap Road and 100 feet north of the south property line Dry Density Moisture % of nnaximun (Ibs/cu. ft.) Content (%) Dry Density 113.2 16.6 98.3 115.7 15.4 99.0 111.5 15.7 96.9 119.5 13.8 102.2 115.3 13.2 98.6 115.2 16.3 99.7 116.7 15.2 99.8 iu-tm~ haxuams, me - Page 2 ~~ °~e 02/25/93 S°"'P'e °ate 02/01 /93 Protect # 0392002034 TO Centex Real Estate Proms Huntington Ridge - Coppell, Texas Test l~~s~lts Test Material Lift Location Dry Density Moisture % of Maximum Number Number (Ibs/cu. ft.) Content {%) Dry Density 8 2 Natural General backfill of pond area, approximately 110.5 16.3 96.0 150 feet west of Denton Tap Road and 200 feet north of the south property line 9 3 Natural General backfill of pond area, approximately 117.8 13.3 100.8 350 feet west of Denton Tap Road and 1000 feet east of the school 10 1 Natural General backf~ll of pond area, center of fill 113.8 14.7 98.5 area approximately 500 feet east of the school and 500 feet west of Denton Tap Road 11 2 1st General fill area pond, approximately center 114.8 15.0 99.4 of pond, approximately 510 feet west of Denton Tap Road and 490 feet east of the school 12 1 2nd General fill area pond, approximately center 111.0 16.7 96.1 of pond, approximately 520 feet west of Denton Tap Road and 480 feet east of the school 13 2 1st Northwest corner of fill area, approximately 111.8 16.7 97.1 300 feet east of the school and 400 feet north of the south property line 14 3 2nd Northwest comer of fill area, approximately 118.8 13.4 101.1 310 feet east of the school and 390 feet north of the south property line 15 1 1st Fill area in pond, approximately 300 feet 110.7 15.2 95.8 east of the school and 100 feet north of the south property line 16 3 2nd Fill area in pond, approximately 320 feet 116.0 14.7 99.2 east of the school and 110 feet north of the south property line 17 3 1st Fill area in pond, approximately 300 feet 115.3 14.1 98.6 northeast of the northeast corner of the school and 100 feet north of the south property line 18 1 2nd Fill area in pond, approximately 320 feet 112.0 15.6 97.0 northeast of the northeast comer of the school and 150 feet north of the south property line 19 1 1st Fill area in pond, approximately 400 feet 114.0 15.8 98.7 northeast of the northeast corner of the school and 200 feet north of the south property line LAYIY RNQNFIIlS QIG _ _ Page 3 Report Date 02/25/93 $°"'a° c°t° 02/01 /93 Pr°ject ~ 0392002034 To Centex Real Estate Proms Huntington Ridge -Coppell, Texas Test Results Test Material Lift Location Dry Density Moisture % of Maximus Number Number (Ibs/cu. ft.) Content (°h) Dry Density 20 3 2nd Fill area in pond, approximately 410 feet 116.7 14.8 99.8 northeast of the school and 210 feet north of the south property line 21 3 1st Fill area pond, approximately 400 feet east 119.0 13.4 101.8 of the school and 100 feet north of the south property line 22 3 2nd Fill area pond, approximately 500 feet east 115.7 15.0 99.0 of the school and 200 feet north of the south property line 23 2 1st Fill area pond, approximately 500 feet east 113.7 15.7 98.9 of the school and 400 feet north of the south property line 24 1 2nd Fill area pond, approximately 700 feet east 115.3 14.9 99.8 of the school and 300 feet north of the south property line 25 3 1st Fill area pond, approximately 500 feet north 113.7 14.3 97.3 of the south property line, 500 feet west of Denton Tap Road 26 1 2nd Fill area pond, approximately 600 feet west 112.0 15.6 97.0 of Denton Tap Road and 400 feet north of the south property line 27 3 1st Fill area pond, approximately 300 feet west 117.0 14.5 100.1 of Denton Tap Road and 600 feet east of the school 28 1 2nd General fill area pond, approximately 600 113.8 16.0 98.5 feet north of the south property line and 800 feet west of Denton Tap Road All densities meet project specifications unless otherwise noted. Technician: B. Cooper /sks Centex Real Estate Corporation -Derek Earle, P.E. Rodman Excavation -Rod Vilhouer City of Coppell -Larry Davis-- City of Coppell - Garreth D. Campbell, Sr. This report is for the sole use of the client addressed. The use of our mmpany name must receive our prior written consent. This report applies only to the sample test H1i001 does not necessarily represent identical or similar samples.