Prestwick-LR010921G/ · GEOTEC½NICAL ENGINEERING
,E
Itants
· GEE Consu , Inc.
10046 Monroe Drive · Dallas, Texas 75229 · ,214) 352-5433 Fax (214) 352-6972
REPORT OF IN-PLACE DENSITY AND MOISTURE OF SOIL
Densit ~ort No. 18 (200-0361) Method: ASTM D2922 D3017 D698 ?ase of 1
Client: B.A.V. Development, Inc. Material Description Maximum Optimum
Dry Moismre
Project: Prestwick Court (Lbs/CuFt) percent
Test Dam: September 18, 2001 limestone to~.s 15.7
Report Date: September 21, 2001 4. Gray Sandy Clay w/tan weathered Um~stone fragments 98.3 20.2
Required Density (%): Min. 95% 7. Dark Brown & Brown Clay 95.9 22.5
Required Moisrare (%): Opt + 5% (Clay); 9. Brown Clay (Lime Treated)
Opt. ±3%(Sand)
Probe
Dept
9 Prestwick Ct. Cul-de-Sac
48 21' West of Center of Cul-de-Sac 97.7 18.7 98.8
9 Prestwick Ct. - Station 3+35
49 10' East of Center Line 95.3 18.5 96.4
9 Stonewick Ln. - Station 0+50
50 10' North of Center Line 95,4 17.3 96.5
9 Prestwick Ct. - Station [ +05
51 §' East of Center Line 97.7 17.5 98.8
Test results meet project specifications
cc: Mr, Bob Delsanter - B.A.V. Development, Lnc. Mr. Rodney Louviere - Dowdey Anderson & Associates, Inc.
Mr. Larry Davis - City of Coppell
Mr. Robert Hodgns - Angelo lafrate Construction, L.L.C.
Mr. Royce Car~r - H&W Utility Contractor