Brighton Manor-LR040521Construction Materials Testing
and Environmental Consulting
Texas
CM%
10044 Monroe Drive Dallas, Texas 75229 (214) 352-6957
Fax (214) 352-6972 www .texascmt.com
REPORT OF IN-PLACE DENSITY AND MOISTURE OF SOIL
Method: ASTM D2922 D3017 D698 Pase 1 of 1
Client: Street Homes Material Description Maximum Optimum
Project: Brighton Manor (LbslCuF0 Percent
Test Date: May 20, 2004 z. Yellowish Orange Clayey Sand 117.6 12.8
Report Date: May 21, 2004 4. Light Brown Clay 93.9 24.0
Required Density (%): Min. 95%
Required Moisture (%): Opt. +2.5%
1 1' below grade - Duncan Dr., Storm sewer line midway
75 between inlet 1 & 2 103.1 19.8 99.2
3 2' below grade - Storm sewer, 48' east of S.W. comer of Lot
76 6, Block C 95.2 26.5 99.3
4 1' below grade - Water service line connecting to Lot 9, Block
77 C, center of road 92.4 24.3 98.4
1 1V2' below grade - Duncan Dr., Storm sewer midway between
78 inlet 3 & 4 101.2 20.6 97.4
4 1' below grade - Hood Dr.. Storm sewer between inlet 5 & 6
79 89.4 30.5* 95.2
6"
4 1' below grade - Hood Ct., Sanitary sewer line 9/~3.0*
80 Station 4+30 87.4 30.3*
* Test results do not meet project specifications
c¢: Mr. lira Street - Street Homes ~..~~.t , ~~
Mr. Larry Davis - Ci[y of Coppell
Mr. Rodney Louviere o Fax: 972-931-6787
Construction Materials Testing
and Environmental Consulting
Wexas
CM%
10044 Monroe Drive Dallas, Texas 75229 (214) 352-6957
Fax (214) 352-6972 xvww ,texascmt.com
REPORT OF IN-PLACE DENSITY AND MOISTURE OF SOIL
Method: ASTM D2922 D3017 D698 Pa~e of 1
Project: Brighton Manor (Lbs/CuFl) Percent
Test Date: May 21, 2004 2. Yellowish Orange Clayey Sand 117.6 12.8
Report Date: May 21, 2004 4. Light Brown Clay 93.9 24.0
6. Gray Shale 98.1 19.5
Required Density (%): Min. 95%
Required Moisture (%): Opt. ±2.5%
3 Retest of Test//80
81 93.0 26.7 97.0
4 Retest of Test//79 /
82 ~ 88.6 27.3~ 94.4
cc: Mr. Jim Street - Street Homes
Mr. Lan2/Davis - City of Coppell
Mr. Rodncy Louviere - Fax: 972-931-6787
project sp ?~