First Baptist-LR031125Construction Materials Testing
and Environmental Consulting
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
203-0161) Method: ASTM D2922 D3017 D698 Pao~e 1 of 2
Client: First Baptist Church of Coppell Material Descnpnot! Maximum Optimum
Project: First Baptist Church of Coppell (Lbs, CuFt) Percent
Test Date: November 21, 2003 1. Redd sh Bro'an Clayey Sand 112.6 13.2
Report Date: November 25, 2003
Required Density (%): Mia98%
Reqoired Moisture (%/: Opt. ±5%
3 Manhole - 7' below grade /
29 12' W. of curb. 5' S. of sewer manhole 1035 ~.2 92.5 *
3 Manhole - 6' below grade
30 12' W. of curb, 5' S. of se~er manhole 103.0 "9.9 92.0 *
3 Manhole - 5' below grade
3t 12'W. ofcurb, 5'S. ofsewermanhote 104.9 ' 8.6 93.7'
3 Manhole - 4' below grade
32 12' W. of curb, 5' S. of sewer manhole t04.6 8.7 93.5 *
3 Manhole - 3' below grade
33 I2' W. of curb, 5' S. of sewer manhole 102.6 9.5 91.7 *
3 Manhole - 2' below grade
34 12' W. of curb. 5' S. of sewer manhole 103,8 8.5 92,8 *
3 Manhole - l' below grade ~ )
35 12' W. of curb, 5' S. of sewer manhole 10~2.0 8.7 91.2 *
6"
* Densities approved by City Inspector
cc: Mr J W Bales, cio Karcn White - First Baptist Church of Coppc[I
Mr Jim Slcx~art - H H Architects
Mr James Starling (2) - Starling-Richardson Construction
Mr W Stevcn Price - Datum Engineers
Construction Materials Testing
and Environmental Consulting
CMT,
Inc
10044 Monroe Drive Dallas, Texas 75229 (214) 352-6957
Fax (214) 352-6972 www .texascmt.com
MOISTURE DENSITY RELATIONSHIP REPORT
November 25, 2003 ProJect No 200-016 1,
Test Report Date:
Client:
Sample Date:
Project:
Identification:
Test Procedure:
First Baptist Church of Coppell
November 21, 2003
First Baptist Church of Coppell
Moisture Densit¢_' Relationship
ASTM D698
Moisture Report No, 3
]cst P, esults:
Method ................... 11.9 percent
Optimum Moisture Content ................................. 111.9 pounds per cubtc foot
Maximum Density ......................................... Automatic
Rammer Type ............................................. Brown Sandy Clay-Cement Treated
Material Description ........................................ Manhole in Denton Tap St.
Material Origin ........................................... Air Dry
· P d ....
Moisture Preparation roce ute .......................... 20
Liquid Limit ............................................. 18
Plastic Limit ............................................. .>
Plasticity Index ............................................
Technician: AT
Mr, J. W. Bales - First Baptist Church of Coppcll
Mr. Jim Stewart - H kl Architects
Mr, James Starling - Starling-P. ichardson Construction
Mr. W. Stcvcn Price - Datum Engineers