Brighton Manor-LR040618Construction Materials Testing
and Environmental Consulting
Texas
CMT,
I13.C +
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~ Report No. 8 (204-0126) ~,~,,L~,tlIf~AS'I~D2922D3017D698 Pa~e of 2
Report Date: June 18, 2004 4. Light Brown Clay 93.9 24.0
Required Density (%): Min. 95% s. Gray s~a~ 9s.~ tg.s
Required Moisture (%): Opt. :t:2.$%
Mat LocationtElemion (and/m) Lift In-Place In-Pl~,e Pest~t
Test No. ~ D~7 Density Moisture Compa~on
No. Probe ~ f~,s (Lbs/CuFt) Content (%)
~ep~
5 Samuel/Ledgestone - Final ,~~
84 Gas & Electric - Crossing Block A, 124.3 13.8 03.4
1 Samuel/Ledgestone - Final
85 Gas & Electric - Block B, Lot 2 109.0 21.0 105.1
I Samuel/Ledgestone - Final
86 Gas - Block B, Lot 1 ~06.7 20.5 102.7
1 Samuel/Ledgestone - Final
87 Gas - Crossing Block B, Lot 6 105.1 21.4 101.1
I Samuel/Ledgestone - Final
88 Electric - Block A, Lot 2; Block B, Lot 6 106.9 21.1 102.8
1 Belmont - Final
89 Electric - Block C, Lot 10 108.3 19.1 ~104.2
6"
I Belmont - Final
90 Gaa & Electric - Block C, Lot 9 107.4 21.1 I'03.4
Test results meet project specifications
Construction Materials Testing
and Environmental Consulting
Texas
CMT,
II'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
Densit~ Report No. 8Rev (204-0126) Method: ASTM D2922 D3017 D698 Pa~e 1 of 2
Client: Street Homes Material Description Maximum Olmmum
Dry Moisture
1. Olive Gray Sand t 103.9 19.0
Test rate: aune 15, 2004
4. Light Brown 93.9 24.0
Report Date: June 18, 2004
6. Gray Shale 98.1 19.S
Required Density (%): Min. 95%
Required Moisture (%): Opt. ~2.5%
Mat Location/El~ation (and/or) LiR il-~i~v ~ ln-Pla~ ln-Pla~ P~c~nt
5 Hood Drive - Final
84 Gas & Electric - Crossing Block A, Lot I 124.3 13.8 103.4
1 Hood Court - Final
85 Gas & Electric - Block B, Lot 2 109.0 21.0 105.1
1 Hood Court - Final
86 Gas - Block B, Lot 1 106.7 20.5 102.7
I Hood Court - Final
87 Gas - Crossing Block B, Lot 6 105.1 21.4 t01.1
I Hood Drive - Final
88 Electric - Block A, Lot 2; Block B, Lot 6 ~ [ ~ 106.9 21.1 12.8
6"
I
l Duncan Drive - Final
89 6" Electric - Block C, Lot 10
I Duncan Drive- Finat
90 Gas & Electric - Block C, Lot 9 10~ 21.1 103~,4
C
Test results meet project specifications
TEXAS CMT, INC.
DALLAS, TEXAS
(214) 352-6957
REPORT OF IN-PLACE DENSITY AND MOISTURE OF SOIL
Densit ~ort No. 8 204-0126) Method: ASTM D2922 D3017 D698 Pal~e 2 of 2
Client: Street Homes Mat~ I~crlm~on Maximum Op6mum
I~y Moinut~
Dcmity Content
Project: Brighton Manor 0An/tuFt) percent
I. Olive Gray Sandy Clay 103.9 19.0
Test Date: June 15, 2004 :. Yellowish Orange Clayey Sand 117.6 12.8
3. Dark Brown Clay 95.8 24.0
Report Date: June 18, 2004 4. Ll~at ~row= Cl~y ~.9 14.0
5, Yellnwish Orange Clayey Sand 120.2 11..3
6. Gray Ssaie 98.1 19,5
Required Density (%): Min. 95%
Required Moisture (%): Opt. :t:2.5%
2 Duncan Drive - Final
91 Gas - Block C, Lot 7 112.8 15.3 95.9
1 Duncan Drive - Final
92 Gas & Electric - Block C, Lot 6 103.7 19.1 99.8
I Duncan Drive - Final
93 Electric - Block C, Lot 5 107. I 21.5 103.0
I Duncan Drive - Final
94 Electric - Block C, Lot 3 104.0 20.6 100.0
I Duncan Drive - Final
95 Gas & Electric - Block C, Lot 2 108.0 20.1 103.9
2 Duncan Drive - Final i
96 6" Gas - Block C, Lot 1 123.3 14.2I 104.8
1 Duncan Drive - Final
97 Electric - Crossing Block B, Lot 14; Block C, Lot 1 109.4 18.2 105.3
Test results meet project specifications