Cambridge Phase 1-LR 940916 (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 AaND MOISTURE OF SOIL
Density Report No. 43 Method: ASTM D2922 D3017 D698 Page I of
Client: Beamer Development Comp~my Mamrial r~-~,,ti,-a Max. Dry Optimum
Density Moisture
Project: Estates of Cambridge Manor Phase I tLbs;CuFt) Content
Test Date: September 13. 1994
1. Dark Gray Sandy Clay I01.1 14.2
2. Brown Clayey "~and 107.1 I4.3
Report Date: September 16. 1994
3. Yellowish Brown Olive (.;ray Clayey Sm~d 114.3 9.8
4. Yelhm'ish Brown Clayey Sand w4th Gr'4vel 115.2 9.3
Required Density (%): 95% to 105% 5. Dark Gray Silty Clay 94.6 21.1
6. Gray Shale 9(I.2 24.0
Required Moisture (,%): =3%, Optimum +5% 7. Yellowish Brown :u~d Light Gray Sand 103.4 8.4
Probe
I Storm sewer line A. Station 7~-50
282 104.8 15.8 103.7
6" Cambridge Manor Lane 33' pipe - final lift
5 Stomt sewer line B, Station 0-75
283 97.2 25.1 102.7
6~ West o£ Cambridge Manor Lane 21" pipe 6' below existing grade
2 Storm sewer line A. Station 8+75
284 107.3 16.8 100.2
6" Cambridge Manor Lane 33" pipe - final lift
I Storm ~ewer line A. Station 9+50
285 102.7 14.9 101.6
6" Cambridge Manor Lane 33' pipe - final
All tests meet the pr~ect specifications
cc: Bill Anderson - Dowdy. Anderson and Associates. Inc.
Larry Davis - City of Coppe[l