Brighton Manor-LR040419Construction Materials Testing
and Environmental Consulting
Texas
CMT,
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
Densiv Report No. I (204-0126) Method: ASTM D2922 D3017 D698 Pa~e 1 of 3
Client: Street Homes Material Description Maximum Optimum
p _ _', '.,~,, (Lbs/CuFt) Percent
1. Olive Gray Sandy Clay 103.9 19.0
Test Date: April 13, 2004 z. Light Brown Clay 93.9 24.0
Report Date: April 19, 2004 4. Yellowish Orange Clayey Sand 120.2 11.3
Required Density (%): Min. 95%
Required Moisture (%): Opt.
Mat Location/Elevation (and/or) Lift la-Place In-Place Percent
No. Dry Density Moisture Compaction
Test (Lbs/CuFt) Content (%)
Probe
1 Final
I 6" Block A, Lot 1 102.2 21.8 98.3
4 Final
2 6" Block A, Lot 2 121.8 11.4 101.3
3 Final
3 6" Block B, Lot I 113.9 13.6 96.9
4 Final
4 Block B, Lot 2 121.4 11.7 101.0
4 Final
5 Block B, Lot 3 114.9 12.4 95.6
3 Final
6 Block B, Lot 4 I 14.4 13.8 : 97.3
3 Final
7 6" Block B, Lot 5 ~ 115.6 11.9 98.3
1 Final
8 Block B, Lot 6 102.2 21.7 98.3
Test results meet project specifications
TEXAS CMT, INC.
DALLAS, TEXAS
(214) 352-6957
REPORT OF IN-PLACE DENSITY AND MOISTURE OF SOIL
Densit~ Report No. I /204-0126) Method: ASTM D2922 D3017 D698 Pa~e 2 of 3
Client: Street Homes Material Deschption Maximmn Olgimum
Project: Brighton Manor (Lbs/CuFt) Percent
Test Date: April 13, 2004 a. Light Brown Clay 93.9 24.0
Report Date: April 19, 2004 4. Yellowish Orange Clayey Sand 120,2 11.3
Required Density (%): Min. 95%
Required Moisture (%): Opt.
Test (Lba/CuFt) Content (%)
Prob~
I Final
9 Block B, Lot 7 100.8 19.8 96.9
6"
1 Final
10 Block B, Lot 8 106.4 19.5 [02.3
1 Final
11 Block B, Lot 9 103.6 19.9 )9.6
3 Final
12 Block B, Lot 10 116.5 13.0 99.0
3 Final
13 Block B, Lot 11 116.4 15.7 99.0
3 Final
14 Block B, Lot 12 112.9 13.1 96.0
3 Final
15 Block B, Lot 13 112.4 12.9 95.6
3 Final
16 Block B, Lot 14 112.8 12.8 95.9
3 Final
17 Block C, Lot 1 114.4 13.6 97.3
3 Final
18 Block C, Lot 2 116.7 13.1 99.2
meet project sp
TEXAS CMT, INC.
DALLAS, TEXAS
(214) 352-6957
REPORT OF IN-PLACE DENSITY AND MOISTURE OF SOIL
Densi~ Report No. I (204-0126) Method: ASTM D2922 D3017 D698 Pa~e 3 of 3
Client: Street Homes Material Description Maximum Optimum
D~' Moisture
Deruity Content
Project: Brighton Manor (Lbs/CuFt) Percent
Test Date: April 13, 2004 L Olive Gray Sandy Clay 103.9 19.0
2. Light Brown Clay 93.9 24.0
3. Yellowish Orange Clayey Sand 117.6 12.8
Report Date: April 19, 2004 4. Yellowiah Orange Clayey Sand 120.2 11.3
5. Dark Brown Clay 95.0 24.0
Required Density (%): Min. 95%
Required Moisture (%): Opt.
Mat Locatiod/Elevation (and/or) Lin In-Pla~ M-Place Perc=nt
No. DM Density Moistut~ Compaction
Test
No. (Lbs/CuEt) Content (%)
De0th
3 Final
19 Block C, Lot 3 112.5 14.4 95.6
6"
3 Final
20 Block C, Lot 4 118.1 13.0 100.4
4 Final
21 Block C, Lot 5 125.4 11.8 104.3
4 Final
22 Block C, Lot 6 116.7 11.9 97.1
I Final
23 Block C, Lot 7 101.3 21.7 97.4
I Final
24 Block C, Lot 8 100.3 22.2 96.5
1 Final
25 Block C, Lot 9 108.4 19.2 104.3
3 Final
26 Block C, Lot 10 119.5 12.9 101.6
Test results meet project specifications
Construction Materials Testing
and Environmental Consulting
Texas
CM%
Il'lC
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 (204-0126) Method: ASTM D2922 D3017 D698 Pal~e 1 of 2
Client: Street Homes Material Description Maximum Optimum
D~ MoisPare
Density Content
Project: Brighton Manor (Lbs/CuFf) Percent
Test Date: April 14, 2004 I. Olive Gray Sandy Clay 103.9 19.0
2. Light Brown Clay 93.9 24.0
3, Yellowish Orange Clayey Sand 117.6 12.8
Report Date: April 19, 2004 4. Yellowish Orange Clayey Sand 120.2 11.3
$. Dark Brown Clay 9S.8 24.0
Required Density (%): Min. 95%
Required Moisture (%): Opt.
Mat Location/Elevation (and/or) LiR In-placa In-Placc Pcreant
No. Dry Density Moisture Compaction
Test
No. (Lbs/CuFt ) Content (%)
3 Natural
27 Block A, Lot 1 113.7 9.8 96.6
3 Natural
28 Block A, Lot 2 113.0 t4.9 96.1
I Natural
29 Block B, Lot 5 102.2 19.1 98.3
1 Natural
30 Block B, Lot 6 100.8 15.3 96.9
**Natural
31 * Block B, Lot 13 109.1 6.5
· * Natural
32 6" Block B, Lot 12 112.4 7.9
4 Natural
33 Block B, Lot 11 122.7 11.7 102.1
2 Natural
34 6" Block B, Lot 10 91.3 27.5 97.2
* Test results do not meet project specifications
** Silty Sand - not able to compact
TEXAS CMT, INC.
DALLAS, TEXAS
(214) 352-6957
REPORT OF IN-PLACE DENSITY AND MOISTURE OF SOIL
Density Report No. 2 (204-0126) Method: ASTM D2922 D3017 D698 Pa~:e 2 of 2
Client: Street Homes Material Description Maximum Optimum
Dt7 Moisture
Density Content
Project: Brighton Manor (Lbs/tuFt) Percent
Test Date: April 14, 2004 1. Olive Gray Sandy Clay 109.9 19.0
2. Light Brown Clay 9:3.9 24.0
3. Yellowiah Orange Clayey Sand 117.6 12.8
Report Date: April 19, 2004 4. Yellowish Orange Clayey Sand 120.2 11.3
5. Bark Brown Clay 95.8 24.0
Required Density (%): Min. 95%
Required Moisture (%): Opt.
No. (LbstCu~t) Content (%)
4 Natural
35 6" Block B, Lot 9 130.8 10.9
5 Natural
36 Block C, Lot 8 98.9 21.5 /103.3
1 Natural
37 Block C, Lot 7 101.3 19.3 97.4
2 Natural
38 Block C, Lot 6 96.4 22.5 102.6
4 Natural ~,
39 Block C, Lot 5 124.9 10.5 103.9
40 6" Block C, Lot 4 110.6 11.7
CC2
project si
** Silty Sand - not able to compact i~ ~),v. ~.~,X 1
Mr. Jim Street- Street Homes
Mr. Lany Davis - City of Coppell
Mr. Ro~lney Lonviere- F~x: 972-9314787