Minyard Site-LR080506
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REPORT OF FIELD DENSITY TESTS
Freeport Crossing
Freeport Parkway and Bethel Road
Coppell, Texas
REPORTED TO: KTR Coppell, LLC
do Pritchard Associates
2500 Routh Street
Dallas, Texas 75201
ATTN: Mr. Roger Dahlin
REPORT NO. 16
REPORT OA TE: 05-06-08
REG PROJECT NO. 15324
TECHNICIAN: D. Gaziey
PAGE: 1 of 2
CONTRACTOR: C.F. Jordan
Proctor
No. Oeseri tion
1 Brown & yellC7N sandy clay
2 Brown & yellow clay
3 DarK brown clay
4 Yellowish brown clay w/calcareous nodules
5 DarK brown clay
6 Yellowish brown clay w/limestone
fr ments
Depth
Below Field Field
Test Final S. G. Density Moisture Proctor Compaction
N. Oa L Level D
207 04-14-08 BIdg Pad A: A.3-14.6 5.0 87.1 31.5 4 95.5
208 B1dg Pad A: A.3-14.6 4.0 89.5 30.4 4 97.9
209 B1dg Pad A: A.3-14.6 3.0 92.2 27.2 3 93.1
210 Paving: 60'N, 4O'E(1) 2.0 97.3 24.8 6 97.5 (*)
211 Paving: 6O'N, 4Q'E(1) 1.0 87.1 19.8 4 95.4 (*)
212 Paving: 80'S, 5O'W(1) 2.5 95.5 24.9 6 95.7 (*)
213 Bldg Pad A: A. 4-12 4.0 92.8 26.5 3 93.7
214 Bldg Pad A: A. 4-12 3.0 87.0 31.6 4 95.2
215 Bldg Pad A: A.4-12 2.0 91.9 25.1 3 92.8
216 Bldg Pad A: A.4-12 1.0 85.7 31.1 4 93.9
217 Bldg Pad A: A.4-12 0.0 93.7 27.0 3 94.6
218 Bldg Pad A: A.3-9 4.0 92.6 26.3 3 93.5
219 Bldg Pad A: A.~9 3.0 91.6 25.4 3 92.5
220 Bldg Pad A: A.3-9 2.0 84.6 30.9 4 92.7
221 Bldg Pad A: A. 3-9 1.0 92.7 27.2 3 93.6
222 Bldg Pad A: A. 3-9 0.0 88.9 30.9 4 97.4
223 04-15-08 Bldg Pad A: A.3-6 4.0 84.4 31.4 4 92.4
224 Bldg Pad A: A.3-6 3.0 91.6 25.3 3 92.5
225 BIdg Pad A: A.3-6 2.0 84.8 32.6 4 92.9
226 BIdg Pad A: A.3-6 1.0 96.9 25.9 3 97.9
227 B1dg Pad A: A. 3-6 0.0 92.9 24.9 3 93.8
228 BI Pad A: A.4-4 2.0 95.1 25.1 3 96.1
2424STUTIDR.' SUITE400' DALLAS.TX 75235' T,,[21413505600' 'AX [214]3500019
REPORT NO. 17
REPORT DATE: ~~OO
REG PROJECT NO. 15324
PAGE: 2 of 2
Test
No.
275
276
277
278
279
280
281
282
283
284
285
286
287
Depth
Below
Final S. G.
feet
0.0
0.0
0.0
0.0
0.0
0.0
6.0
5.0
4.0
3.0
2.0
1.0
0.0
Field
Density
c
87.2
86.8
96.8
97.0
94.9
96.2
104.1
96.0
103.6
105.4
96.7
103.4
105.0
Field
Moisture
%
31.7
30.9
25.7
24.8
26.0
25.3
21.3
26.4
19.4
19.2
25.4
19.8
19.3
Proctor
10
4
4
6
6
6
6
2
3
2
2
3
2
2
Compaction
Level %
95.5
95.1
97.0
97.2
95.1
96.4
97.2
97.0
96.8
98.5
97.7
96.6
98.1
Comments: Where tested, materials were in compliance with project specifICations.
Oaw Location
04-17-08 BIdg Pad A: 0-14.5
BIdg Pad A: 0.9-1.5
B1dg Pad A: 0.9-4
BIdg Pad A: 0.9-6
B1dg Pad A: 0.9-9
B1dg Pad A: 0.9-12
Sanitary Une A: STA 1_00
Sanitary Une A: STA 1_00
Sanitary Une A: STA 1_00
Sanitary Une A: STA 1_00
Sanitary Une A: STA 1_00
Sanitary Une A: STA 1_00
Sanita Une A: STA 1 00
E-Mail
Distribution: (1) Pritchard Associates!
Mr. Roger Dahlin
(1) Pritchard Associates!
Ms. Rhonda Hargrove
(1) City of CoppelVMs. Carol Dye
Mail
Distribution: (1) KTR CoppelVLLClMr. Matthew Taylor
(1) City of CoppelVMr. Lee Stone
(1) O'Brien & Associates!
Mr. Richard Nordyke
(1) Technistructures, Inc.l
Mr. Dennis Gant
(1) C.F. JordanIMr. Steve Lawrence
Submitted by:
REED ENGINEERING GROUP, LTD.
~ tJ4~~
Bill Woolwine
Sr. Manager, CMT
BW/ds
REPORT OF FIELD DENSITY TESTS
Freeport Crossing
Freeport Parkway and Bethel Road
Coppell, Texas
REPORTED TO: KTR Coppell, LLC
do Pritchard Associates
2500 Routh Street
Dallas, Texas 75201
ATTN: Mr. Roger Dahlin
CONTRACTOR: C.F. Jordan
Proctor
No.
1
2
3
4
5
6
Test
N.
288
289
290
291
292
293
294
295
296
297
298
299
300
301
302
303
304
305
306
Gi Fl r::J U F'
REPORT NO. 18
REPORT DATE: 05-06-08
REG PROJECT NO. 15324
TECHNICIAN: D. Gazley
PAGE: 1 of 2
Deseri tion
Brown & yellow sandy clay
Brown & yellow day
DarK brown clay
Yellowish brown clay w/calcareous nodules
DarK brown clay
Yellowish brown clay w/limestona
f ments
Depth
Below
Final S. G.
fe
5.0
4.0
3.0
2.0
1.0
0.0
6.0
5.0
4.0
3.0
2.0
1.0
0.0
5.0
4.0
3.0
2.0
1.0
0.0
Field Field
Density Moisture
Proctor
o
3
3
3
3
1
3
3
3
3
3
3
3
3
3
3
3
3
1
1
Compaction
L I.
97.9
96.1
96.5
95.6
96.0
96.3
96.6
97.1
96.8
95.7
97.2
97.0
97.9
96.9
96.0
97.1
95.8
96.2
98.4
L n
Sanitary Una A:. STA 2+50
Sanitary Una A:. STA 2+50
Sanitary Una A: STA 2+50
Sanitary Una A: STA 2+50
Sanitary Una A: ST A 2+ 50
Sanitary Una A: ST A 2+ 50
Sanitary Una A: STA 4+00
Sanitary Una A: STA 4+00
Sanitary Una A: STA 4+00
Sanitary Una A: STA 4+00
Sanitary Una A:. ST A 4+00
Sanitary Una A: STA 4+00
Sanitary Una A: STA 4+00
Sanitary Una A: ST A 5+ 50
Sanitary Una A: ST A 5+ 50
Sanitary Una A: ST A 5+ 50
Sanitary Una A: ST A 5+ 50
Sanitary Una A: ST A 5+ 50
Sanita Una A: ST A 5+ 50
96.9 24.2
95.1 24.1
95.5 25.4
94.6 24.1
99.5 21.6
95.3 24.2
95.6 23.9
96.1 24.7
95.8 24.1
94.7 25.4
96.2 23.9
96.0 24.3
96.9 24.0
95.9 24.7
95.0 23.5
96.1 23.9
94.8 26.7
99.7 22.5
101.9 20.7
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