First United-LR 980713 GEOTECHNICAL ENGINEERING
· GEE Consultants, Inc.
CONSTRUCTION MATERIALS TESTING
10046 Monroe Drive · Dallas, Texas 75229 · (214) 352-5433 ° Fax !214i 352-6972
REPORT OF IN-PLACE DENSITY AND MOISTURE OF SOIL
Density Report No. 4 ('298-0275') .Mefl~od: ASTM D2922 D3017 D698 Page
Client: First United Methodist Church Material Description Maximum Opnmum
Dr3.' Moismre
Densky Content
Project: First United Methodist Church !Lbs.-CaFti Percent
of Coppeli
· Gray Sandy Clay tNatural) 96.3 18.2
2. Dark Brown & Brown Silty Clay w:occasional
Test Date: Jul)' 9, 1998 calcareous nodules (Fill) 103.6 16.2
3. Dark Brown & Light Brown Brown Clay w:occasional
calcareous nodules !Fill) 94.1 24.0
Report Date: Juh' 13. 1998 4. Dark Brown Clav~Fill) 91.2
Required Density (%1 95% to 105%
Required Moisture I%): N/A
Mat Location.'E~evation u:nd.'or, Lift in-Place In-Place Percent
No. Dry Density .".lotsture Com~acnun
Test
No , Lbs.'CaFti Content ~ '~
Probe
Dept
3 1st Lift - Subgrade. Parking Lot
12 59' E. & 17' N. of SW corner 97.6 24.9 103.7
6"
4 Ist Lift - Subgrade. Parking Lot
!3 72' W. & 9' N. of SE corner 88.9 24.7 97.5
6"
I Final Lift - Subgrade. Stock Pond
14 72' W. of Heartz & 78' S. of Vanbebber 100.0 21 '~ 103.8
6"
Tests meet project specifications
cc: Ms. Lynn Johnson - First United Methodist Church
Mr. Charles Harper - Harper Perkins Architects
Mr. Larry Davis - City of Coppell
Mr. Bill Anderson - Dowdey. Anderson & Associates. Inc.
Our letters and reports are for the exclusive ~Ise or' tile client to '~.hOln they are addressed. The use of our name must receive ()ur prior written approval. Our
letters and reports ,',.ppi5' only to the sample tested and.-nr inspected, and are not necessarily mdicattve of the quantities of app~endy identical or similar products.