WA0101-LR050628Construction Materials Testing
and Environmental Consulting
Tex s
CMT,
Inc
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
Density Report No. 2 (205-0147) Method: ASTM D2922 D3017 D698 Pa~ ~ t of 1
Client: Fox Contractors Malerial Description Mmximum Optimum
D~, Moisture
Density Conten~
Project: Hwy. 121 Water Line (Lhs/CuFt) Percent
Test Date: June 22, 2005 1. Orange and Light Brown Silty Sand 117.9 10.S
2. Brown Silty Clay with Gravel ! 11.6 15.3
3. Brown Sandy Clay with Gravel 112.2 13.1
Report Date: June 28, 2005 4. Brown Sandy Clay 111.0 14.5
Required Density (%): 95% -100%
Required Moisture (%): 0 to +5% omc
Mat Location/Elevation (and/or) Lift In-Place In-Place Pereenl
Test No. D~ Density Moisture Compaction
No. (Lbs/CuF) Coment (%)
4 Retest of Test Location #41
7 6" 108.2 18.3 .4
4 Retest of Test Location #42 ]
8 6" 107.4 15.7~ 96.7
4 Retest of Test Location #43
9 6" I06.1 16.3 t 95.5
4 Retest of Test Location ~A6
l0 106.7 16.5 96.1
6" ~
4 Retest of Test Location #48
11 106.2 14.6 .
Test results meet project specifications
cc: Ms. Suzan C Taylor-City of Coppe[I Mr Lan3* Davis - City of Coppell
Mr Luis Velasquez - Fox Contractors, Inc.
Mr. Douglas K. Showers - Birkhoff, Hendricks & Conway, LLP