Prestwick-LR020710G I • GEOTECHNICAL ENGINEERING
E I • ENVIRONMENTAL CONSULTING
GEE Consultants, Inc.
E • CONSTRUCTION MATERIALS TESTING
10046 Monroe Drive Dallas, Texas 75229 (214) 352-5433 Fax (214) 352-6972
MOISTURE DENSITY RELATIONSHIP REPORT
Test Report Date: July 10, 2002
client: B.A.V. Development, Inc
Sample Date: July 02, 2002
Project: PiestwiCk Court
Identificatio Moisture Densiry Relationship
Test Procedure: ASTM D698
Project No: lUU-U361
Moisture Report No. 14
Test Results:
Method .........................................
Optimum Moisture Content ........................... .
Maximum Density ................................ .
RammerType .....................................
Materiai Description ............................... .
Material Origin .................................... .
...............................................
Moisture Preparation Procedure ........................ .
Liquid Limit .................................... .
Plastic Limit .................................... .
Plasticity Index ................................... .
Percent Passing No. 200 U.S. Sieve ........ ............ .
Technician: AT
cc:
~~I~.
Mr. Bob Delsanter -B.A.V. Development, Inc.
Mr. Rodney Louviere - Dowdey Anderson & Associates, Inc.
Mr. Larry Davis -City of Coppell
Mr. Robert Hodges -Angelo Iafrate Construction, L.L.C.
Mr. Royce Carter - H&W Utility Contractor ~/
7-~,
A
21.0 percent
91.6 pounds per cubic foot
Manual
Brown Clay w/occasional gray shale
30' N. & 30' E. of SW corner of
Lot l0A
Air Dry
79
29
50
93
Our letters and repors 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 [o the sample tested andlor observed, and are not necessarily indicative of the gttan[i[ies of apparrndy identical or similar products.
• GEOTECHNICAL ENGINEERING
• ENVIRONMENTAL CONSULTING
• CONSTRUCTION MATERIALS TESTING
GEE Consultants, Inc.
10046 Monroe Drive Dallas, Texas 75229 (214) 352-5433 Fax (214) 352-6972
REPORT OF IN-PLACE DENSITY AND MOISTURE OF SOIL
Densi Re ort No 26 (200-0361) Method: ASTM D2922 D3017 D698 Pa e 1 of 1
ClienC B.A.V. Development, InC. Material Description Maximum Optimum
Dry Moisture
Density Con[ent
Project: Prestwick Court, LOt l0A (Lbs/CuFt) Percen[
1. Yellowish Brown Sandy Clay w/olive gray & occasional
Test Date: July 02, 2002 Bmestone lll.l I4.0
2. Light Groy Limestone w/gray sandy clay 106.s Is.7
3. Light Gray & Yellowish Brown Sandy Clay 110.5 I4.0
Report Date: July 10, 2002 4. Gray Sandy Clay wltao weathered limestone fragments 103.3 Ig.O
s. Brown Silty Clay 98.3
116.2 20.2
LL6
6. Brown Clayey Sand 99
4 20
8
Required Density (%): Min. 95% 7. Dark Brown & Brown Clay . .
g. Light Brown Clay (Lime Treated) 95.9 22.5
9. Brown Clay (Lime Treated) 98.9
111
3 I8.7
6
13
Required Moisture (%): Opt +5% (Clay); t0. Reddish Brown Sandy Clay . .
Opt. t3%(Sand) Il. Brown Silly Clay
109.7
uzs
u s
u.z
12. Reddish Brown Clayey Sand
111.2
13.7
l3. Reddish Brown Sandy Clay 91
6 21.0
14. Brown Clay w/occasional gray shale fragments .
Mat Loca[ionlEleva[ion (andlory Lift In-Place In-Place Percen[
No' Dry Density Moisture Compaction
Test (Lbs/CuFt) Convent (%)
No. probe
Dept
14 L" Lift - 2' below finished ground level
' 7
91 21
1 100
1
89 E. of SW corner of Lot l0A
30' N. & 30 . . .
6"
14 2"" Lifr - 1' below finished ground level
' 87
0 24
5 95
0
90 E. of SW corner of Lot l0A
30' N. & 30 . . .
6"
14 Final Lift -finished ground level
' 88
7 24
2 96
8
91 E. of SW comer of Lot l0A
35' N. & 30 . . .
6"
DTest results 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 Iafra[e Construction, L.L.C.
Mr. Royce Carter - H&W Utility Contractor
Our letters and reports 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 m the sample tested and/or observed, and are no[ necessarily indicative of the quanu[ies of apparendy identical or similar products.