WA0101-LR050701Construction 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. 3 (205-0147) Method: A STM D2922 D3017 D698
Client: Fox Contractors Material Descnptmn Maximum Optimum
Dry Moisture
Project: Hwy. 121 Water Line Density Content
(Lbs/CuFt) Percent
Test Date: June 29, 2005 1. Orange and Lighl Brown Silty Sand 117.9 lO.S
3. Brown Sandy Clay with Gravel 112.2 13.1
Report Date: July 1, 2005 4. Brown Sandy Clay I11.0 14.5
5. Brown & Yellowish Brown Clay 101.8 15.0
Required Density (%): 95% -100%
Required Moisture (%): 0 to +5% omc
Mat Loca0omEle~ation (anti, or) [.iff In-Place In-Place Percent
No Probe (Lbs~CuF Content (%)
Depth
5 Retest of # 57
12
6" 96.7 15.1 95.0
5 Retest of# 58
13 99.0 19.1 97.2
3 Retest of # 59
14 6" 112.2 13.6 100.0
Test results meet project specifications
cc: Ms SuzanC l'aylor-CityofCoppelI Mr Lar~ Davis - City of Coppell
Mr Luis Velasquez - Fox Contractors. Inc
Mr Douglas K Showers - BirkhofL Hcndricks ~ Conway, LLP
Construction 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
Densit' ,orr No. 6 (205-0137) Method: ASTM D2922 D3017 D698 Pa~e 1 of 1
Client: City of Coppell Material Descripmm Maximum Opumum
Projec (Lbs/CuFt) Percent
Test D~ate ~lune: 29~ 2005 1. Orange and Light Brown 1117'911.6 lO.Si 5.3
Report Date: July 1, 2005
Required Density (%): 95%-100% ]i[ ~~fT//~ I ~
Required Moisture (%): 0 to +5% omc
( Lbs CuF ) Content (%)
2 Water line - 2' below grade
60 Station 56+00 106.2 17.3 95.2
2 Water line - 1' below grade
61 Station 56+00 106.4 18.1 95.3
5 Water line - Final
62 Station 56+00 97.4 15.0 95.7
5 Water line - 1' below grade
63 Station 59+00 98.3 185 96.6
5 Water line - Final ~/t~ ~'~'~/
64 6" Station 59+00 ~ 101.4 18.9 99.6
6"5 Water line - 3' below grade ~r ~j ~
65 Station 62+00 J 91.1 29.1 * 89.5 *
5 Water line - 3' below grade · ~7/~ ~-~
66 Station 65+00 ~'~ ~, 92.1 25.4 90.5 *
· Test results do not meet prq ..ct sp~;lfiCatl
Mr larry Da~ris - Cil5 of Coppell
Mr Luis Velasquez - Fox Contractors. lnc