First United-LR 980708 GEE Consultants, Inc.
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10046 Monroe Drive · Dallas, Texas 75229 · ~'214~,. 352-5433 · Fax (214) 3~.:-6~ / ~-'~
REPORT OF IN-PLACE DENSITY AND MOISTUllE OF SOIL
Density Report No. 2 (298-0275) Method: ASTM D2922 D3017 D698 Page 1 of i
Client: First L'nited Methodist Church Material Description .Maximum Opumum
Dr)., Moisture
Density Content
Project: First United Methodist Church ,Lbs;CuF:} Percent
!. Gray Clayey SandCNaturall 96.3 18.2
Test Date: July 6, 1998 2. Fill Material 103.6 16.2
3. Dark Brown & Light Browo Brown Clay w:occasional 94.1 24.0
Report Date: July 8, 1998 calcareous nodul~
4. Dark Brown (.'lay' 91.2 2-; 5
Required Density ~.%): 95% to 105%
Required Moisture~ ~'
Mat Locat~on.E]e;-atm:l qmd.'or~ Lift ln-P!ace In-Place Per:zen:
'Fest No. Dr5' Dens~t_~ Moisture Co:l~naction
%,. · Lbs.'CaF,. Content
Probe
Dcpt
2 2nd Lift
5 200' S. & 100' E. of NW parking lot corner 106.4 13.5 102.8
4 2nd Lift
6 150' S. & 120' E. of NW parking lot corner 89.2 19.6 97.9
4 1st Lift
7 120' S. & 100' E. of NW parking lot corner 92.2 21.7 101.!
I Natural
8 80' S. & I00' E. of NW parking lot corner 93.8 12.4 97.4
3 1st Lift - {Pond)
9 45' S. & 60' W. of Heartz,'Vanbebber corner 94.0 18.1 99.9
l'ests meet project specifications
cc: Ms. Lynn Johnson - First United Methodist Church
Mr. Charles Harper - Harper Perkins Architects
Mr. ! arty Davis - City of Coppell
Mr. Bill Anderson - Dowdey. Anderson & Associates. Inc.
· ' '' , i. Our
letters and reports appi? only to the sample tested and;or inspected, and are not necessarily ind cat ye of the quantities or' apparently identical or similar products.