Cambridge Phase 2-LR 970128 (2)[G~ EOTECHNICAL
GEE Consultants, Inc.
10046 Monroe Drive
Dallas, Texas 75229
(214) 352-5433
Fax (214) 352-6972
REPORT OF IN-PLACE DENSITY AND MOISTURE OF SOIL
Density Report No. 10 (96-298) Method: ASTM D2922 D3017 D698 Page of 2
Client: Beamer Development, Inc. Material Description Maximum Optimum
Dry Moisture
Density Content
Project: Estates of Cambridge Manor, (Lbs/Curt) Percent
Phase II
I. Light Reddish Brown Sand 118,9 10.0
2. Gray Shale with occasional Reddish Brown Sandy Clay 95.7 21.4
Test Date: January 28, 1997 3. Dark Gray and Yellowish Browu Clay with Calcareous 100.6 20.0
Ndules
Report Date: February 6, 1997
Required Density (%): Min. 95%
Required Moisture (%): opt +5%
Mat Location/Elevation (and/or) Lift In-Place in-Place Percent
No, Dry Density Moisture Compaction
Test
No. (Lbs/Curt) Content (%)
Probe
Depth
1 Water Line; Final Lift
30 Sra. 4 + 17, East side of Road 118.9 11.4 100.0
6"
I Water Line; Final Lift
31 Sta. 4 + 20, West side of Road 115.3 14.2 96.9
6"
I Water Line; Final Lift
32 Sta. 4 + 15, East side of Road 116.7 13.5 98.1
6"
I Sewer Line; Final Lift
33 Sta. 4 + 90, West side of Road 117.9 12.6 99.1
6"
3 Water Line; First Lift
34 Sta. 3 + 00, East side of Road 96.4 20.3 95.8
6"
3 Water Line; Second Lift
35 Sra. 3 + 05, East side of Road 98.6 21.0 98.1
6"
3 Water Line; Final Lift
36 Sra. 3 + 25, East side of Road 98.5 21.3 97.9
6"
1 Sewer Line; Final Lift
37 Sta. 3 + 34, East side of Road 116.0 14.4 97.5
6"
GEE Consultants Inc.
10046 Monroe Drive
Dallas, Texas
REPORT OF IN-PLACE DENSITY AND MOISTURE OF SOIL
Density Report No. 10 (96-298) Method: ASTM D2922 D3017 D698 Page 2 of 2
Clieut: Beamer Development, Inc. Material Description Maximum Optimum
Dry Moisture
Density Content
Project: Estates of Cambridge Manor, (Lbs/CuFt) Percent
Phase II
1. Light Reddish Brown Sand 118.9 10.0
2. Gray Shale with occasional Reddish Brown Sandy Clay 95.7 21.4
Test Date: January 28, 1997 3. Dark Gray aod Yellowish Brown Clay with Calcareous 100.6 20.0
Ndules
Report Date: February 6, 1997
Required Density (%): Min. 95%
Required Moisture (%): opt +5%
Mm Location/Elevation (and/or) Lift I In-Place In-Place Percent
No. Dry Density Moisture Compaction
Test
No. (Lbs/CuF0 Content (%)
Probe
Depth
1 Water Line; Second Lift
39 Sta. 0 + 4, East side of Road 102.1 21.7 101.5
6"
1 Strom Drain; First Lift
40 50' West abd 10' North of Manhole 101.0 21.5 100.6
6"
1 Strom Drain; Second Lilt
41 47' West and 11' North of Manhole 98.0 20.1 97.4
6"
1 Sewer Line; Final Lift
42 Sra. I + 20, West side of Road 101.1 20.2 100.5
6"
All tests meet project specifications
cc: Mr. Jack Bommarito - Beamer Development, Inc. Mr. David Carlton - Dowdey Anderson Associates
Mr. Larry Davis - City of Coppell
Our letters and reports are for the exclusive use of the client to whom they are addressed. The use of our name must receive our prior written approval. Our
letters and reports apply only to the sample tested and/or inspected, and are not necessarily indicative of the quantities of apparently identical or similar products.