Town Center L1B2-LR 980417GEOiECHNICAL ENGINEERING
I Consultants, Inc.
lEI
10046 Monroe Drive
· Dallas, Texas 75229 ° (214) 352-5433 · Fax (214) 352-6972
REPORT OF IN-PLACE DENSITY AND MOISTURE OF SOIL
Density Report No. 5 (298-0165) Method: ASTM D2922 D3017 D698 Page of 1
Client: Ewing Properties Material Deacription Maxi~iaal~ Optimum
" Dry Moisture
Density Content
Project: Town Center Shopping-Coppell (I. bs/CuF0 Percent
1. Olive Gray Clay 103.2 17.6
2. Reddish Brown Sandy Clay 99.6 18.4
Test Date: April 15, 1998 (2:00 pm) 3. Brown & Yellowish Brown Silty Clay 98.2 17.8
4. Yellowish Brown Clayey Sand (select fill) 115.0 11.5
Report Date: April 17, 1998
Required Density (%): Min. 95%
Required Moisture (%): Opt :t:3%
Mat Location/Elevation (and/or) Lift In-Place In-Place Percent
No. Dry Density Moistur~ Compaction
Test (Lbs/CuFt) Content (%)
No. Probe
3 First Lift - NW portion - Building Pad
11 140' E. & 22' N. of SW building pad comer 119.8 12.1 104.2
6"
3 Final Lift - NW portion - Building Pad
12 60' E. &18' N. of SW building pad corner 114.4 12.1 96.8
6"
Tests meet project speciflcat/ons
Mr. John Maggiore - Ewing Properties
Mr. Hank Quigg - Richmond Group
Mr. Steve Dial - Hum & Joiner Engineering
Mr. Eric Royal - Royal General Contractors
Mr. Larry Davis - City of Coppell (2)
Our letters and reports are for the exclusive use of the client to whom they are addre~ed. The u~e of our name mint receiv~ our prior wrium approval. Our
lettera and repona apply only to the sample teated and/or inspected, and are not necessarily indicative of the quantifies of apparently identical or similar products.
· GEOTECHNICAL ENGINEERING
E , oGEE Consultants, Inc.
10046 Monroe Drive
· Dallas, Texas 75229 · (214) 352-5433 · Fax (214) 352-6972
REPORT OF IN-PLACE DENSITY AND MOISTURE OF SOIL
Densir Report No. 4 (298-0165) Method: ASTM D2922 D3017 D698 Page 1 of 1
Client: Ewing Prol~rties Ma~'~l D~cription M~m O~m
D~ Moisture
~i~ C~t
Project: To~ Center Shopp~g-Cop~H (LbslCuFt) ~r~t
1. O~e Gray C~y 103.2 17.6
2. R~ Bm~ ~dy C~y ~.6 18.4
Test Dam: April 15, 1998 (~) ~. Bm~ & Y~h Bm~ S~ C~y 98.2
4. Ye~h Bm~ ~y~ ~d (~ ~ I1~.0 11.5
R~ Da~: Ap~l 17, 1998
Re~ed ~miW (%): Min. 95%
Req~ed Mois~e (%): Opt ~3%
M~ ~o~El~a~on (~o0 Li~ In-Pl~ IwP~ ~t
No. D~ ~i~ Mo~mm Co~on
T~t (L~/~Ft) Con~t (~)
No.
3 Select Fill - F~I D~ - SE po~on
9 105' E. & 15' N. of SW ~fl~g pad corner 114.5 11.5 99.6
6"
3 Select F~I - F~I ~ - SE po~on
10 20' S. & 25' W. of ~ b~g pad corner 117.8 12.5 102.4
6"
Tests meet project specifications
CCl
Mr. John Maggiore - Ewhag Properties
Mr. Hank Quigg - Richmond Group
Mr. Steve Dial - Hum & Joiner Engineering
Mr. Eric Royal - Royal General Contractors
Mr. Larry Davis - City of Copper (2)
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 approvnl. Our
le~a's and reports apply only to the sample tested and/or inspected, and are not necessarily indicative of the quantities of apparently identical or similar products.
· GEOTECHNICAL ENGINEERING
'j GEE Consultants, Inc.
E
10046 Monroe Drive
· Dallas, Texas 75229 · (214) 352-5433 · Fax (214) 352-6972
REPORT OF IN-PLACE DENSITY AND MOISTURE OF SOIL
Density Repor~ No. 3 (298-0165) Method: ASTM D2922 D3017 D698 Page of 1
Client: Ewing Properties M~eriai Oescripaon M~0mum Opmum
Dry Mois-,re
De~iry Content
Project: Town Center Shopping-Coppell (U~s/CuFt) Perce~
1. Olive Gray Clay I03~ 17.6
2. Reddish Brown Sandy Clay 99.6 18.4
Test Date: April 14, 1998 3. Brown & Yellowish Brown Silty Clay 98.2 17.8
4. Yellowish Brown Clayey Sand (select fill) 11S.0 11.S
Repor~ Date: April 17, 1998
Required Density (%): Min. 95%
Required Moisture (%): Opt +5%
M~ Location/Elevation (and/or) Lift in-Piece In-Place Percent
No. Dry Demity Moisture Compaction
Test (Lbs/CuFt) Con~nt (%)
No.
4 Subgradc - NW half
5 10' N. & 120' W. of SW building pad corner 96.9 22.3 97.7
6"
2 Subgrade - NW half
6 20' S. & 35' E. of NW building pad corner 101.6 17.6 102.0
6"
3 Select Fill - SW half- First Lift
7 25' S. & 100' W. of NE building pad corner 109.2 13.4 95.0
4"
3 Select Fill - SW half- First Lift
8 15' N. & 30' E. of SW building pad corner 118.2 12.5 102.9
6"
Tests meet project specifications
cc: Mr. John Maggiore - Ewing Properties
Mr. Hanlr Quigg - Richmond Group
Mr. Steve Dial - Hunt & Joiner Engineering
Mr. Eric Royal - Royal General Contractors
Mr. Larry Davis - City of Coppell (2)
Our lel~ers and repons are for the exclusive use of the client to whom they are addressed. The use of otlr name must receive our prior written approval. Our
lette~ and repons apply only to the sample tested and/or inspected, and are no~ necessarily indic, alive of the quamities of apparently identical or similar products.
[· GEOTECHNICAL ENGINEERING
E I GEE Consultants, Inc.
10046 Monroe Drive
· Dallas, Texas 75229 · (214) 352-5433 o Fax (214) 352-6972
REPORT OF IN-PLACE DENSITY AND MOISTURE OF SOIL
Density Report No. 2 (298-0165) Method: ASTM D2922 D3017 D698 Page of 1
Client: Ewing Properties Mate~ Description Maximum Optimum
Dry Moisture
Density Content
Project: Town Center Shopping-Coppell (Lbs/CuR) Percent
1. Olive Gray Clay 103.2 17.6
2. Reddish Brown Sandy Clay 99.6 18.4
Test Date: April 13, 1998 3. llrown & Yellowish Brown Silty Clay 98.2 17.8
4. Yellowish Brown Clayey Sand (se/eot fill) 115.0 ILS
Report Date: April 17, 1998
Required Density (%): Min.
Required Moisture (%): Opt +S%
Mat Location/Elevation (and/or) Lift In-Place In-Place Percent
No. Dry Density Moisture Compaction
Test (L,bs/CuFt) Content (%)
No. Probe
3 Retest of #1
3 94.1 20.7 95.8
6"
3 Retest of #2
4 98.2 17.8 100.0
6"
Tests meet project specifications
cc:
Mr. John Maggiore - Ewing Properties
Mr. Hank Quigg - Richmond Group
Mr. Steve Dial - Hunt & Joiner Engineering
Mr. Eric Royal - Royal General Contractors
Mr. Larry Davis - City of Coppell (2)
Our letters and reports are for the exclusive use of the client to whom they are addressed. The use of our name faust receive our prior written approval Our
letters and reports apply only to the sample tested and/or inspected, and are not necessarily indicative of the quantities of apparently identical or similar products.