First Baptist-LR030818Construction 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
Density Report No. 4 (203-0161) Method: ASTM D2922 D3017 D698 I of l
Client: First Baptist Chllreh of Coppe[l Material Descrlpfio ~ Maximum Optimum
Density Content
Projcct: First Baptist Church of Coppell (LbsdCuFt) Percent
Test Date: August 12, 2003 I. Reddish Brown Clayey Sand 112.6 13.2
2. Dark Brown Sandy Clay 106.1 15.9
Repma Date: August 18, 2003
Required Density(%): Mia 95%
Requ red Moisture (%): Opt. +5%-Sand
Mat LocatioWElevation (and/or) Lift In-Place la-Place Percent
Test No Dry Density Moisture Compactmn
Depth
2 Retest # 8
10 102.0 20.9 96.1
2 Retest # 9
I I 103.4 20.3 97.4
Test results meet project specifications
Construction 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
Density Report No. 3 (203-0161) Method: ASTM D2922 D3017 D698 Page of 1
Client: First Baptist Church of Coppell Material Description
Project: First Baptist Church of Coppell
]'est Date: August 12, 2003
Report Date: August 18, 2003
Required Density (%): Min 95%
Required Moisture (%): Opt. +5%-Sand
Mat Locatiod/Elevation (and/or) Lift
Test No
No
2"a Lift
7 NE corner of sanctuary
3~d & Final
8 NW corner of sanctuary
3'a & Final
9 Center of sanctuary
1. Rcddish Brown Clayey Sand
2. Dark Brown Sandy Clay
Dr}, Density
(Lbs/CuFt)
101.6
Dry
Density
(Lbs,~CuFl)
112.6
106.1
Moisture
Con'°~t (%)
15.9
102.6
94.7
12.5 *
20.3
Oplimum
13.2
Compaction
95.7
96.7
89.2 *
Test results do not meet project specifications
Mr James Starling * Starling-Richardson