Cambridge Phase 1-LR 940902 E GEE Consultants, Inc.
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2540 Glenda Lane · Suite 108 · Dallas, Texas 75229 · {.2141 620-9791 · Fax (214'! 620-9794
REPORT OF IN-PLACE DENSITY AND MOISTURE OF SOIl.
Density Report No. 41 Method: ASTM D2922 D3017 D698 Page 1 of 1
Client: Beamer Development Company .~a~.~a~ ~io~ Max. D~' Optimum
Density Moisture
Project: Estates of Cambridge Manor Phase I (Lbs/CuFt) Content
(%)
Test Data: August 30. 1994
1. Dark Gray S~dy Clay 101.1 14.2
2. Brown Clayey. Sand 107.1 14.3
Report Date: September 2, 1994
3. Yellowish Bro~ Olive Gray Clays' Sand 114.3 9.8
4. Yellowish Bro~a~ Clayey Sand with Gravel 115.2 9.3
Required Density (%): 95,% to 105%
5. Dark Gray Sat), Clay 94.6 21.1
6. Gray Shale 90.2 24.0
Required Moisture (%):-v3%, Optimum +5% 7. Yeilo,Msh Brown and Light Gray ~'~and 103.4 8.4
Mat Localio~.El~,.'ation (ara:or) L:.t~ In-Plac~ In-Plac~ Perce. ra
No. D~.- Dc'p~ityMoisture Compaction
Test
No. ,LI~, CuFu Contra ~'~)
Probe
2 Sanita~' sewer, line E. station I +00
274 113.8 16.8 106.2
6" 2.5' below grade
2 Sanitary ~wer. line E. station 2+00
275 110.7 13.7 103.3
6" 1.0' below grade
I Sanita%' sewer, line H. station l +64
276 103.0 21.9' 101.9
6~ 2.5' below grade
1 Sanitary sewer, line H. station I +64
277 106.4 16.2 105.3
6" 6~ below grade
5 Sanitary sewer, line !. station 1+50
278 98.4 ~.--3.0 104.0
6" 2.5' below grade
i Sanitary sewer, line I. station 4+00
279 96.7 19.3 95.7
6" 2.5' below grade
* Does not meet ~he project specifications
cc: Bill Anderson - Dowdy, Anderson and Associates, [nc.
Larry, Davis - City of Coppell