Cambridge Phase 1-LR 940818 E GEE Consultants, Inc.
2540 Glenda Lane · Suite 10g a Dallas, Texas 7522~ · (214) 620-97~1 · [ax (214) 620-~794
REPORT OF RN-PLACE DENSITY AND MOISTURE OF SOIL
Density Report No. 38 Method: ASTM D2922 D3017 D698 Page 1 of I
Client: Beamer Development Company Mat~ml O~--~ion Max. Dry Optimum
Density Moisture
Project: Estates of Cambridge .Manor Phase I (Lbs/CuFt) Content
(,~)
Test Date: August 17, 1994
I. Dark Gray ~'~andy Clay I01.1 14.2
Report Date: August 18, 1994 2. Brown Clayey Sand 107.1 14.3
3. Yellowish Brown Olive Gray Clayey. Sand 114.3 9.8
4. Yellowish Brown Clayey ~'~aud with GraYel 115.2 9.3
Required Density (%): 95% to 105%
5. Dark Gray Silty, Clay 94.6 21.1
6. Gray Shale 90.2 24.0
Required Moisture (%): "-3%. Optimum +5% 7. Yellowish Brown and Light Gray Sand 103.4 8.4
Mai Lo~ation,'EIcvation (and.'or~ Li/~ In-Ph~:c la-Place Pe~-m
Tern NO. ~ De.si .ty Moi~us~ Compe~.xion
No. iL~,CuFtl Con~m ~)
PrOc
2 Line C, Station 4+50
258 109.3 14.4 102.1
6' 10' Sanitary Sewer. surface
2 Line C, Station 4+60
259 109.5 14.0 102.2
6~ 10' Sanilary Sewer. 2' deep
2 Line C, Station 4 + 70
260 I09. I 14.3 101.9
6' 10" Sanitary. Sewer. 4' deep
5 Line C. Station 8+ 10
261 96.3 ~,3.7 101.8
6" 10" Sanitary Sewer. surlihce lift
5 Line C, Station 8 + 00
262 97.9 22.0 103.5
6~ 10" Sanita~. Sewer, 2' deep
All tests meet Ihe project specifica6ons
cc: Bill Anderson - Dowdy, Anderson and Associates, Inc.
Larry Davis - City of Coppell