First Baptist-LR031205Construction Materials Testing
and Environmental Consulting
Tex s
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. 7 (203-0161) Method: ASTM D2922 D3017 I)698 Pa~e of 1
Client: First Baptist Church of Coppell Material Descripmm Maximum Optmmm
D~. Moisture
Density Content
Project: First Baptist Church of Coppell (Lbs/CuFf) Percent
Test Date: November 26, 2003 I. Reddish Brown Cla>ey Sand 112.6 13.2
2. Dark Brown Sandy Clay 106.1 15.9
3. Brown Sandy Clay- Cemenl Treated 111.9 11.9
Report Date: December 5, 2003
Rcquired Density (%): Min95%
Required Moisture (%): Opt. ±2.5°/,,
3 Manhole - Final
36 16' W. of curb, 4' S. of manhole 106.9 9.9 95.5
Test results meet project specifications
cc:
Mr. J W Bales, c/o Karcn White - First Baptist Cl~urch of Coppell
Mr. Jim Stewart - It Ft Architects
Mr. James Starling (2) - Starling Richardson Constructmn
Mr W gteven Price - Datum Engineers
Construction Materials Testing
and Environmental Consulting
Tex2$
CM%
[nc
10044 Monroe Drive Dallas, Texas 75229 (214) 352-6957
Fax (214) 352-6972 www .texascrnt.com
REINFORCING STEEL PLACEMENT
Report Date:
Client:
Project
Identification
Method of Test
December 5, 2003
First Baptist Church of Coppell
First Baptist Church of Coppell
Rein~brcing Steel Observation
Visual Observation
Results
Test Date: November 26, 2003
General Report No.: 24
Project No.: 203-0161
Pa~.e 1 of l
On '.~ 3vember 26, -00~, reinforcing steel ,.vas observed ,,t the following I ), ations:
Manhole - Denton Tap Rd.
There were no discrepancies.
Technician: DF
CC¸
Mr. J W. Bales, c/o Karen White - First Baptist Church of Copp¢ll
Mr Jim Stewart - [-t [t Architects
Mr James Staffing (2) - Starling-Richardson Construction
Construction Materials Testing
and Environmental Consulting
Tox 8
CMl
Inc
10044 Monroe Drive Dallas, Texas 75229 (214) 352-6957
Fax (214) 352-6972 www .texascmt.com
REINFORCING STEEL PLACEMENT
Report Date:
Client:
Project
identification
Method of Test
December 5, 2003
First Baptist Church of Coppell
First Baptist Church of Coppell
Reinforcing Steel Observation
Visual Observation
P, esults
Test Date: December 2, 2003
General Report No.: 25
Project No.: 203-016 l
Pa~e I oil
On December 2, .00J, rel, forcip~; steel ,,vas observed at the following locations:
SW ramp grade beam
There ~vere no discrepancies.
Technician: EA
Mr J W. Bales, c/o Karcn \Vhit¢ - Fust Baptist Church of Coppc[l
Mr Jim Stewart ~ Il ]l Architects
Mr James Starling (2) - Starting-Richardson Construction