Coppell Ind 2-LR130415REEL7 EI-IG I M1-=EFRIMES
GEOTECHNICAL AND G R O U P
ENVIRONMENTAL CONSULTANTS
REPORT OF FIELD DENSITY TESTS
Tradepoint Center II
Creekview Road & Freeport Parkway
Coppell, Texas
REPORTED TO: Hillwood REPORT NO. 331
3090 Olive Street, Suite 300 REPORT DATE: 04 -15 -13
Dallas, Texas 75219 REG PROJECT NO. 18520
ATTN: Mr. Kerry Roetzel TECHNICIAN: J. Bowers
PAGE: 1 of 2
CONTRACTOR: Hillwood Construction Services
Proctor
No.
I ASTM
Standard
I Description
I Optimum
Moisture, %
I Maximum
Density, PCF
1
D -698
Dark brown clay
20.6
101.0
2
D -698
Light gray clay w /trace reddish brown sandy
20.4
100.7
Field
clay
Test
3
D -698
Dark brown, light gray & reddish brown sandy
19.9
102.5
Proctor Compaction
No.
clay
Location
4
D -698
Reddish brown & light gray sandy clay
19.9
101.6
5
D -4254
Reddish brown sand with some small gravel
96.2
Min. 81.2
1
D -4253
(Relative Density)
Plumbing Line: SS.3/1.9
Max. 105.7
6
D -698
Dark brown clay (lime- treated)
21.3
99.5
7
D -698
Light brown clay (lime- treated)
24.3
94.7
8
D -698
Dark gray & dark brown clay (lime- treated)
28.0
86.2
9
D -698
Dark yellowish brown sandy clay w /calcareous
21.1
100.8
1.0
96.5
nodules
1
95.5
10
D -698
Flex base
15.6
117.4
2424 STUTZ DR. • SUITE 400 • DALLAS, TX 75235 • TEL [214] 350 5600 • FAx [214] 350 0019
Depth
Below
Field
Field
Test
Final S. G.
Density
Moisture
Proctor Compaction
No.
Date
Location
feet )
(Pcf )
%
ID
Level
6163
03 -26 -13 Plumbing Line: SS.3/1.9
1.0
96.2
22.0
1
95.2
6164
Plumbing Line: SS.3/1.9
0.0
94.9
22.3
6
95.4
6165
Electric Line : SS.5/1.5
1.0
96.7
21.8
1
95.7
6166
Electric Line : SS.5/1.5
0.0
94.6
22.5
6
95.1
6167
Electric Line : SS.5/2.5
1.0
96.5
22.1
1
95.5
6168
Electric Line : SS.5/2.5
0.0
94.8
22.3
6
95.3
6169
Paving: 600'N, 150'W(1)
0.0
96.2
22.1
1
95.2
6170
Paving: 700'N, 140'W(1)
0.0
96.4
21.9
1
95.4
2424 STUTZ DR. • SUITE 400 • DALLAS, TX 75235 • TEL [214] 350 5600 • FAx [214] 350 0019
REPORT NO. 331
REPORT DATE: 04 -15 -13
REG PROJECT NO. 18520
PAGE: 2 of 2
Comments: Where tested, materials were in compliance with project specifications.
Footnotes: (1) Measurements referenced from SW building corner.
E -Mail
Distribution: (1) Hillwood /Mr. Kerry Roetzel
(1) Hillwood Construction Services/
Mr. Gary Jones
(1) Halff Associates /Mr. Stephen Crawford
(1) Halff Associates /Mr. Lance Clinton
(1) Macgregor Associates/
Mr. Thomas Holland
(1) Macgregor Associates/
Mr. Lee Rader
(1) City of Coppell /Mr. Lee Stone
(1) City of Coppell /Mr. Michael Arellano
(1) City of Coppell /Mr. Rick O'Dell
(1) Ms. Sacha Miner
Submitted by:
REED ENGINEERING GROUP, LTD.
Registration Number F -3114
Bill Woolwine
Sr. Manager, CMT
BW /cdl
REEL7 EI-IG I M1-=EFRIMES
GEOTECHNICAL AND G R O U P
ENVIRONMENTAL CONSULTANTS
REPORT OF FIELD DENSITY TESTS
Tradepoint Center II
Creekview Road & Freeport Parkway
Coppell, Texas
REPORTED TO: Hillwood REPORT NO. 329
3090 Olive Street, Suite 300 REPORT DATE: 04 -15 -13
Dallas, Texas 75219 REG PROJECT NO. 18520
ATTN: Mr. Kerry Roetzel TECHNICIAN: J. Bowers
PAGE: 1 of 2
CONTRACTOR: Hillwood Construction Services
Proctor
No.
I ASTM
Standard
I Description
I Optimum
Moisture, %
I Maximum
Density, PCF
1
D -698
Dark brown clay
20.6
101.0
2
D -698
Light gray clay w /trace reddish brown sandy
Below
Field
Field
clay
20.4
100.7
3
D -698
Dark brown, light gray & reddish brown sandy
Density
Moisture
Proctor Compaction
No.
clay
19.9
102.5
4
D -698
Reddish brown & light gray sandy clay
19.9
101.6
5
D -4254
Reddish brown sand with some small gravel
96.4
Min. 81.2
1
D -4253
(Relative Density)
Plumbing Line: QQ /1.2
Max. 105.7
6
D -698
Dark brown clay (lime- treated)
21.3
99.5
7
D -698
Light brown clay (lime- treated)
24.3
94.7
8
D -698
Dark gray & dark brown clay (lime- treated)
28.0
86.2
9
D -698
Dark yellowish brown sandy clay w /calcareous
21.1
100.8
1.0
96.9
nodules
1
95.9
10
D -698
Flex base
15.6
117.4
2424 STUTZ DR. • SUITE 400 • DALLAS, TX 75235 • TEL [214] 350 5600 • FAx [214] 350 0019
Depth
Below
Field
Field
Test
Final S. G.
Density
Moisture
Proctor Compaction
No.
Date
Location
feet )
(Pcf )
%
ID
Level
6153
03 -25 -13 Plumbing Line: QQ /1.2
2.0
96.4
21.9
1
95.4
6154
Plumbing Line: QQ /1.2
1.0
96.8
21.6
1
95.8
6155
Plumbing Line: QQ /1.2
0.0
95.6
22.3
6
96.1
6156
Plumbing Line: RR.5/1.2
2.0
96.2
22.3
1
95.2
6157
Plumbing Line: RR.5/1.2
1.0
96.9
21.9
1
95.9
6158
Plumbing Line: RR.5/1.2
0.0
94.8
22.4
6
95.3
6159
Electric Line: QQ.5/1.4
1.0
96.7
21.7
1
95.7
6160
Electric Line: QQ.5/1.4
0.0
95.0
22.3
6
95.5
6161
Paving: 200'N, 125'W(1)
0.0
96.0
21.9
1
95.0
6162
Paving: 400'N, 140'W(1)
0.0
96.4
21.7
6
95.4
2424 STUTZ DR. • SUITE 400 • DALLAS, TX 75235 • TEL [214] 350 5600 • FAx [214] 350 0019
REPORT NO. 329
REPORT DATE: 04 -15 -13
REG PROJECT NO. 18520
PAGE: 2 of 2
Comments: Where tested, materials were in compliance with project specifications.
Footnotes: (1) Measurements referenced from SW building corner.
E -Mail
Distribution: (1) Hillwood /Mr. Kerry Roetzel
(1) Hillwood Construction Services/
Mr. Gary Jones
(1) Halff Associates /Mr. Stephen Crawford
(1) Halff Associates /Mr. Lance Clinton
(1) Macgregor Associates/
Mr. Thomas Holland
(1) Macgregor Associates/
Mr. Lee Rader
(1) City of Coppell /Mr. Lee Stone
(1) City of Coppell /Mr. Michael Arellano
(1) City of Coppell /Mr. Rick O'Dell
(1) Ms. Sacha Miner
Submitted by:
REED ENGINEERING GROUP, LTD.
Registration Number F -3114
Bill Woolwine
Sr. Manager, CMT
BW /cdl
REEL7 EI-IG I M1-=EFRIMES
GEOTECHNICAL AND G R O U P
ENVIRONMENTAL CONSULTANTS
REPORT OF FIELD DENSITY TESTS
Tradepoint Center II
Creekview Road & Freeport Parkway
Coppell, Texas
REPORTED TO: Hillwood REPORT NO. 334
3090 Olive Street, Suite 300 REPORT DATE: 04 -15 -13
Dallas, Texas 75219 REG PROJECT NO. 18520
ATTN: Mr. Kerry Roetzel TECHNICIAN: J. Bowers
PAGE: 1 of 2
CONTRACTOR: Hillwood Construction Services
Proctor
No.
I ASTM
Standard
I Description
I Optimum
Moisture, %
I Maximum
Density, PCF
1
D -698
Dark brown clay
20.6
101.0
2
Light gray clay w /trace reddish brown sandy
Below
Field
Field
D -698
clay
20.4
100.7
3
Dark brown, light gray & reddish brown sandy
Density
Moisture
Proctor
D -698
clay
19.9
102.5
4
D -698
Reddish brown & light gray sandy clay
19.9
101.6
5
D -4254
Reddish brown sand with some small gravel
1000'N, 125'W(1)
Min. 81.2
97.5
D -4253
(Relative Density)
95.1
Max. 105.7
6
D -698
Dark brown clay (lime- treated)
21.3
99.5
7
D -698
Light brown clay (lime- treated)
24.3
94.7
8
D -698
Dark gray & dark brown clay (lime- treated)
28.0
86.2
9
D -698
Dark yellowish brown sandy clay w /calcareous
21.1
100.8
nodules
10
D -698
Flex base
15.6
117.4
Comments: Where tested, materials were in compliance with project specifications.
Footnotes: (1) Measurements referenced from SW building corner.
2424 STUTZ DR. • SUITE 400 • DALLAS, TX 75235 • TEL [214] 350 5600 • FAx [214] 350 0019
Depth
Below
Field
Field
Test
Final S. G.
Density
Moisture
Proctor
Compaction
No.
Date
Location
feet )
(Pcf )
%
ID
Level
6171
03 -28 -13 Paving:
1000'N, 125'W(1)
0.0
97.5
22.1
3
95.1
6172
Paving:
1200'N, 140'W(1)
0.0
98.0
21.6
3
95.6
6173
Paving:
1400'N, 130'W(1)
0.0
97.6
21.9
3
95.2
Comments: Where tested, materials were in compliance with project specifications.
Footnotes: (1) Measurements referenced from SW building corner.
2424 STUTZ DR. • SUITE 400 • DALLAS, TX 75235 • TEL [214] 350 5600 • FAx [214] 350 0019
REPORT NO. 334
REPORT DATE: 04 -15 -13
REG PROJECT NO. 18520
PAGE: 2 of 2
E -Mail
Distribution: (1) Hillwood /Mr. Kerry Roetzel
(1) Hillwood Construction Services/
Mr. Gary Jones
(1) Halff Associates /Mr. Stephen Crawford
(1) Halff Associates /Mr. Lance Clinton
(1) Macgregor Associates/
Mr. Thomas Holland
(1) Macgregor Associates/
Mr. Lee Rader
(1) City of Coppell /Mr. Lee Stone
(1) City of Coppell /Mr. Michael Arellano
(1) City of Coppell /Mr. Rick O'Dell
(1) Ms. Sacha Miner
Submitted by:
REED ENGINEERING GROUP, LTD.
Registration Number F -3114
Bill Woolwine
Sr. Manager, CMT
BW /cdl
REEL7 I EI-IG 117-IEERII -IG
GEOTECHNICAL AND G FR O U P
ENVIRONMENTAL CONSULTANTS
REPORT OF FIELD DENSITY TESTS
Tradepoint Center II
Creekview Road & Freeport Parkway
Coppell, Texas
REPORTED TO: Hillwood REPORT NO. 337
3090 Olive Street, Suite 300 REPORT DATE: 04 -15 -13
Dallas, Texas 75219 REG PROJECT NO. 18520
ATTN: Mr. Kerry Roetzel TECHNICIAN: J. Bowers
PAGE: 1 of 2
CONTRACTOR: Hillwood Construction Services
Proctor
No.
I ASTM
Standard
I Description
I Optimum
Moisture, %
I Maximum
Density, PCF
1
D -698
Dark brown clay
20.6
101.0
2
D -698
Light gray clay w /trace reddish brown sandy
3
95.2
6175
Sanitary Line C: STA 18 +01
clay
20.4
100.7
3
D -698
Dark brown, light gray & reddish brown sandy
Sanitary Line C: STA 18 +02
0.0
98.5
21.0
clay
19.9
102.5
4
D -698
Reddish brown & light gray sandy clay
19.9
101.6
5
D -4254
Reddish brown sand with some small gravel
0.0
Min. 81.2
21.4
D -4253
(Relative Density)
6179
Max. 105.7
6
D -698
Dark brown clay (lime- treated)
21.3
99.5
7
D -698
Light brown clay (lime- treated)
24.3
94.7
8
D -698
Dark gray & dark brown clay (lime- treated)
28.0
86.2
9
D -698
Dark yellowish brown sandy clay w /calcareous
21.1
100.8
Sanitary Line C MH: STA 20 +19 S
0.0
nodules
20.9
3
10
D -698
Flex base
15.6
117.4
11
D -698
Dark brown clay (lime- treated)
23.0
96.4
Test
No.
Date
Location
Depth
Below
Final S. G.
feet )
Field
Density
(Pcf )
Field
Moisture
%
Proctor
ID
Compaction
Level
6174
03 -29 -13 Sanitary Line C: STA 18 +00
2.0
97.6
21.8
3
95.2
6175
Sanitary Line C: STA 18 +01
1.0
98.1
21.5
3
95.7
6176
Sanitary Line C: STA 18 +02
0.0
98.5
21.0
3
96.1
6177
Sanitary Line C: STA 19 +50
1.0
97.8
21.6
3
95.4
6178
Sanitary Line C: STA 19 +51
0.0
98.0
21.4
3
95.6
6179
Sanitary Line C MH: STA 20 +19 N
2.0
97.9
21.6
3
95.5
6180
Sanitary Line C MH: STA 20 +19
1.0
98.2
21.1
3
95.8
W
6181
Sanitary Line C MH: STA 20 +19 S
0.0
98.6
20.9
3
96.2
6182
Sanitary Lat C -1: STA 1 +20
1.0
96.4
21.8
3
95.4
6183
Sanitary Lat C -1: STA 1 +21
0.0
97.0
21.6
3
96.0
6184
Ramp wall backfill: 145'N, 30'W(1)
2.0
111.9
15.2
10
95.3
6185
Ramp wall backfill: 145'N, 30'W(1)
1.0
111.6
15.8
10
95.1
6186
Ramp wall backfill: 155'N, 10'W(1)
2.0
112.4
15.0
10
95.7
6187
Ramp wall backfill: 155'N, 10'W(1)
1.0
111.8
15.5
10
95.2
2424 STUTZ DR. • SUITE 400 • DALLAS, TX 75235 • TEL [214] 350 5600 • FAx [214] 350 0019
REPORT NO. 337
REPORT DATE: 04 -15 -13
REG PROJECT NO. 18520
PAGE: 2 of 2
Comments: Where tested, materials were in compliance with project specifications.
Footnotes: (1) Measurements referenced from SW building corner.
E -Mail
Distribution: (1) Hillwood /Mr. Kerry Roetzel
(1) Hillwood Construction Services/
Mr. Gary Jones
(1) Halff Associates /Mr. Stephen Crawford
(1) Halff Associates /Mr. Lance Clinton
(1) Macgregor Associates/
Mr. Thomas Holland
(1) Macgregor Associates/
Mr. Lee Rader
(1) City of Coppell /Mr. Lee Stone
(1) City of Coppell /Mr. Michael Arellano
(1) City of Coppell /Mr. Rick O'Dell
(1) Ms. Sacha Miner
Submitted by:
REED ENGINEERING GROUP, LTD.
Registration Number F -3114
Bill Woolwine
Sr. Manager, CMT
BW /cdl
Depth
Below
Field
Field
Test
Final S. G.
Density
Moisture
Proctor Compaction
No.
Date
Location
feet )
(Pcf )
(%
ID
Level
6188
04 -01 -13 Paving:
Spine Rd Ext:
STA 11 +50
0.0
92.3
23.0
11
95.7
6189
Paving:
Spine Rd Ext:
STA 13 +00
0.0
91.9
23.1
11
95.3
6190
Paving:
Spine Rd Ext:
STA 14 +50
0.0
91.6
23.5
11
95.0
6191
Paving:
Spine Rd Ext:
STA 16 +00
0.0
92.5
23.0
11
96.0
6192
Paving:
Spine Rd Ext:
STA 17 +50
0.0
91.8
23.2
11
95.2
Comments: Where tested, materials were in compliance with project specifications.
Footnotes: (1) Measurements referenced from SW building corner.
E -Mail
Distribution: (1) Hillwood /Mr. Kerry Roetzel
(1) Hillwood Construction Services/
Mr. Gary Jones
(1) Halff Associates /Mr. Stephen Crawford
(1) Halff Associates /Mr. Lance Clinton
(1) Macgregor Associates/
Mr. Thomas Holland
(1) Macgregor Associates/
Mr. Lee Rader
(1) City of Coppell /Mr. Lee Stone
(1) City of Coppell /Mr. Michael Arellano
(1) City of Coppell /Mr. Rick O'Dell
(1) Ms. Sacha Miner
Submitted by:
REED ENGINEERING GROUP, LTD.
Registration Number F -3114
Bill Woolwine
Sr. Manager, CMT
BW /cdl