Cambridge Phase 1-LR 940622 (2)G EOTECHNICAL
ENGINEERING GEE Consultants, Inc.
E INVIRONMENTAL
2540 Glenda Lane · Suite 108 · Dallas, Texas 75229 · (214) 620-9791 · Fax (214) 620-9794
REPORT OF IN-PLACE DENSITY AND MOISTURE OF SOIl.
Method: ASTM D2922 D3017 D698 Page 1 of
Client: City of Coppell Ms~a~ Oescriv~o, ~x~um Opamum
DO' Moisture
Dcnsi~' Content
Project: W.T. Cozby Library (Lb.~cu~:t~ Percent
Test Date: June 17, 1994 I. Reddish Brown Clay Sand 112.5 12.2
Report Date: June 22, 1994 2. Dark Gray Clayey Sand 101.5 18.9
Required Density (%): 95% to 105% 3.
Required Moisture (%): +3% Optimum 4.
~tat Location/Elevation (and/or) LiR la-Pla~e la-Place Percent
No. D~ Density.' Moisture C,~nnpactica
Test
No. (LbsiCuFt'~ Con~nt ( .'~
Probe
2 Utility ditch, sewer line, l't lift, 60' south of north end of ditch
95 105.6 17.6 104.0
6"
2 Utility ditch, sewer line, 2" lift, 75' south of north end of ditch
96 98.4 18.3 96.9
6"
2 Utility ditch, sewer line, 3'~ lift, 50' south of north end of ditch
97 109.5 15.6 107.9
6"
2 Utility ditch, sewer line, 6~h lift (final), 68' north of northeast corner
98 108.9 16.4 1.07.3
6"
2 Utility ditch, sewer line, 4ta lift, 40' south of north end of ditch
99 103.7 20.7 102.2
6"
2 Utility ditch, sewer line, 5a lift, 45' south of north end of ditch
100 - 105.4 16.6 103.9
cc: Gary $ieb - City of Coppell lira Bullock - F & S Partners
Lan'y Davis - City of Coppell Rob,rt Williams - Brockette Davis Drake, Inc.
Mike Sherpinskas o Diversified Construction Services, Inc.
Ou~ l~tt~m and r~ort~ am fo~ tho exclu$i'~ u~ of ~ client to whom they am add~$.~d. Thc u~ of out- nam~ must me¢i,,,¢ our prior wrim~-n approval. Our
letter~ and r~port~ apply only to thc scruple t¢~ted and/or i~r}~:t~d, and am not nec¢~rily indicatlw o~ fl~e quantiti¢~ of apparently identical or similar product~.