Prestwick-LR011101G I • C;EOTECHNICAL ENGINEERING
t i ENVIRONMENTAL CONSULTI~~'G GEE Consu~tants~ inc.
• CONSTRUCTION MATERIALS TESTING
10046 Monroe Drive Dallas, Texas 75229 1214) 352-5433 Fax x,214) 352-6972
REPORT OF IN-PLACE DENSITY AND MOISTURE OF SOIL
llanc;rv uA.,,,,-r T.r~ ~z r~nn_n~~ll Mrrhnri~ AcTM t»9~~ T~3n17 nfi9R Paee 1 of 1
Cl' ent, Inc. Material Description Maximum Optimum
Dry Moisture
Density Conten[
Project: Prestwick Court (LbsiCuFcl Percent
1. Yellowish Brown Sandy Clay w/olive gray & occasional
Test Date: Octo , limestone 111.1 14.0
_'. Light Gray Limestone w/gray sandy clay 106.5 15.7
3. Light Gray 8c Yellowish Brown Sandy Clay 110.5 14.0
Report Date: November 1, 2~~1 3. Gray Sandy Clay w/tan weathered limeston e fragments 103.3 18.0
~. Brown Silty Clay ')8.3 ?0?
~ 6. Brown Clayey Sand I16? t L6
Required Density (%): Min. 95% 7. Dark Brown & Brown Clay 99.4 20.8
8. Light Brown Clay (Lime Treated) 95.9 22.5
9. Brown Clay (Lime Treated) 98.9 18.7
Required Moisture {%): Opt +5% (Clay); l0. Reddish Brown Sandy Clay 111.3 13.6
O t. ±3% Sand
p ~ ) !1. Brown Silty Clay 109'7
117.5 11.8
11.2
l2. Reddish Brown Clayey Sand 111
2 7
13
13. Reddish Brown Sandy Clay . .
Mat Location/Eleva[ion (and/or) Lift [n-Place In-Place Percen[
NO' Dry Density .Moisture Compaction
Test C
F C
%
No.
Probe (Lbs/
u
t) onvent (
)
Dept
10 Building Pad -Final i
7 98
6
80 Lot 3, Block A 109.7 10. .
I
6" {
13 Building Pad - l' Below Final Grade
* 96
6
81 Lot ?, Block A 107.4 5.6 .
6„
10 Building Pad -Final
11
8 100
?
82 Lot 4, Block A 111.5 . .
6"
10 Building Pad -Final
6 10
8 95
0
83 Lot 5, Block A 105. . .
6"
*Test results do not meet project specifications
cc: Mr. Bob Delsanter -B.A.V. Development, Inc.
Mr. Rodney Louviere - Dowdey Anderson & Associates, Inc. i r
Mr. Larry Davis -City of Coppell ~ ~~ ~
Mr. Robert Hodges -Angelo Iafrate Construction, L.L.C.
Mr. Royce Carter - H&W Utility Conuactor ~, \~`r ,
Our letters and reports aze for the exclusive use of the client to whom they are addressed. The use of our name m t receive our prior written approval. Our
letters and reports apply only to the sample tested and/or observed, and are not necessazily indicative of the quantities of apparently identical or similar products.
j • GEOTECHNICAL ENGINEERING
E i • ENVIRONMENTAL CONSULTING GEE Consultants, Inc.
• CONSTRUCTION ~~1ATERIALS TESTING
10046 Monroe Drive Dallas, Texas %5229 (214) 352-5133 Eax 1214) 352-6972
REPORT OF IN-PLACE DENSITY AND MOISTURE OF SOIL
Tlancity Rannrt ATn 75 (2nn_n4h11 Methnd• ARTM T729~2 T)'in17 nh9R Paee l of 1
Client: B.A.V. Development, Inc. Material Description Maximum Optimum
Dry Moisture
Density Content
Project: Prestwick Conrt (Lbs/CuFq Percen[
1. Yellowish Brown Sandy Clay wlolive gray 8c tx:casional
Test Date: October 31, 2001 (p.m.) limestone ul.l ta.o
2. Light Gray Limestone w/gray sandy clay 106.5 15.7
3. Light Gray & Yellowish Brown Sandy Clay 110.5 14.0
Report Date: November 1, 2001 4. Gray Sandy Clay w/tan weathered limeston e fragments 103.3 18.0
5. Brown Silty Clay 98'3 20.2
6. Brown Clavev Sand 1161 1 L6
Required Density (%): Min. 95% 7. Dark Brown & Brown Clay 99.4 20.8
8. Light Brown Clay (Lime Treated) 95.9 22.5
9. Brown Clay (Lime Treated) 98.9 18.7
Required Moisture (%): Opt -~S% (Clay); 10. Reddish Brown Sandy Clay 111.3 13.6
Opt. ±3%($and) 11. Brown Silty Clay 109.7 11.8
12. Reddish Brown Clayey Sand 117.5 11.2
13. Reddish Brown Sandy Clay 111.2 13.7
Ma[ Location/Elevation (and/ory Lift In-Place In-Place Percent
NO' Dry Density Moisture Compaction
Test %
No.
Probe (Lbs/CuFU Content 1
)
Dept
13 Building Pad -Final Lift
87 Lot 1, Block A 105.8 14.7 95.2
6"
13 Retest of #86
gg 109.5 14.6 98.5
6"
DTest results meet project specifications
ce: Mr. Bob Delsantec -B.A.V. Development, Inc.
Mr. Rodney Louviere - Dowdey Anderson & Associates, Inc.
Mr. Larry Davis -City of Coppell ~C~
Mr. Robert Hodges -Angelo Iafrate Construction, L.L.C.
Mr. Royce Caner - H&W Utility Contractor
Our letters and reporrs are for the exclusive use of the client to whom they are addressed. The use of our name must receive our prior written approval. Our
letters and reports apply only to the sample tested and/or observed, and are not necessarily indicative of the quantities of apparently identical or similar products.
• r~EOTECHNICAL ENGINEERING
~G~
'i E ', ENVIRONMENTAL CONSULTING GEE Consultants, Inc.
~- I
E • CONSTRUCTION MATERIALS TESTING
10046 Monroe Drive Dallas, Texas 75229 (214) 352-5433 Fax 1214) 352-6972
REPORT OF IN-PLACE DENSITY AND MOISTURE OF SOIL
r~,,....:«.. oo..,,... nt„ ~~ inn n2~t~ Morhr,(1• ACT>\~f T17Q~7 T1~t117 ilhQR PaaP 1 of 1
Client: B.A.V. Development, InC. Material Description Maximum Optimum
Dry Moisture
Density Content
Project: Prestwick Court tLbs/CuFt) Percent
1. Yellowish Brown Sandy Clay w/olive gray & occasional
Test Date: October 31, 2001 (a.m.)
I limestone ul.l 14.u
2. Light Gray Limestone w/gray sandy clay 106.5 15.7
3. Light Gray & Yellowish Brown Sandy Clay 110.5 14.0
Report Date: November 1, 2~O1 4. Gray Sandy Clay w/tan weathered limeston e Fragments 103.3 I8.0
5. Brown Silty Clay 98.3 20.2
6. Brown Clayey Sand t 16.2 11.6
Required Densiry (%): Min. 95% 7. Dark Brown & Brown Clay 99.4 20.8
8. Light Brown Clay (Lime Treated) 95.9 i 22.5
9. Brown Clay (Lime Treated) 98.9 ' 18.7
Required Moisture (%): Opt +~% (Clay); l0. Reddish Brown Sandy Clay 111.3 + 13.6
Opt. ±3%(Sand) ll. Brown Silty Clay
109.7
117.s
11.8
11,2
l2. Reddish Brown Clayey Sand
l3. Reddish Brown Sandy Clay 111.2 13.7
Mat LocationiEleva[ion (and/orl Lit[ [n-Place ]n-Place Percent
,yo, llry Density Moisture Compaction
Test /C
Ft)
Lb C
t
nt ( o)
No. probe (
u
s on
e
Dept ~
13 Retest of X81
7 15
5 97
0
84 10
9 . .
6"
13 Building Pad -Final Lift
109
4 15
3 4
98
85 Lot 2, Block A . . .
6"
13 Building Pad - 1' Below Final Grade
105
5* 11
9* 94
9*
85 Lot 1, Block A . . .
6"
*Test results do not meet project specifications
cc: Mr. Bob Delsanter -B.A.V. Development, Inc.
Mr. Rodney Louviere - Dowdey Anderson & Associates, Inc. , '~
Mr. Larry Davis - Ciry of Coppell ~~
Mr. Robert Hodges -Angelo Iafrate Construction, L.L.C.
Mr. Royce Carter - H&W Utility Contractor
Our letters and reports aze for the exclusive use of the client to whom they aze addressed. The use of our name must receive our prior written approval. Our
letters and repor[s apply oNy to [he sample [es[ed and/or observed. and are no[ necessazily indicative of the quantities of apparently identical or similar products.