SS9901-LR050823Construction Materials Testing
and Environmental Consulting
Texas 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 ~205-0126) Method: ASTM D2922 D3017 D698 Pa~e 1 of 1
Client: City of Coppell Material Description Maximum Optimum
Dry Moisture
Densily Content
Project: DeForest Lift Station - Coppell (Lbs/CuFt) Percent
i. Brown Silt w/sand 107.3 14.6
Test Date: August 18, 2005
Report Date: August 23, 2005
Required Density (%): Min. 95%-!00%
Required Moisture (%): Opt. ±3%-Sand;
Opt. +4%-Clay; Opt. ±2%-Lime Treated;
Opt. +5 under paving
Mat Location/Elevation (and/or) Lift In-Place In-Place Percent
No. Dry Density Moisture Compaction
Test (Lbs/CuFt) Content (%)
No
Probe
1 Center of valve slab
2 Elevation 445.15 102.9 19.0 95.9
Test results meet project specifications
cc: Mr. Rick O'Dell - City of Coppell
Mr. Todd C. Hoff - Confer Construction Co.
Ms. Erika K. Cooper - Turner, Collie & Braden
Mr. Bobby Ba~r - Onsite cell: 469-556-6469