Coppell Trade-LR050624FIELD DENSITY TESTING
Report Number: 94051190.0022
Service Date: June 6, 2005
Client: Coppell Trade Center LP
Attn: Al Sorrels
5055 Keller Spdngs Rd Ste 300
Addison TX 75001
ll'err can
8901 Carpenter Fro,y, Ste #100
Dallas, Texas 75247
(214) 630-1010
Report Date: June 24, 2005
Project: Coppell Trade Center - Bldg C
NWC Sandy Lake/Freeport Pkwy
Coppell, TX
Project Number: 94051190
Material Information
Material Laboratory
No. Test Method
Description and Classification
Lab Test Data Project Requirements
Optimum Max. Lab Water
Water Dry Unit Content Minimum Dry
Content Weight Range Unit Weight
(%) (pcf) (%) (% compaction)
1. 510810002 ASTM D 698 Dark reddish brown sandy clay
Field Test Data Probe
Test LiftJ Mat. Depth
No. Test Location Elevation No. (inches)
Spread Footings
118 B/19 5.7' BFG 1 6
119 B/16 5.2' BFG 1 6
120 B/15 5.6' BFG 1 6
121 B/14 5.4' BFG 1 6
122 C/14 5.1' BFG 1 6
123 D/14 5.3' BFG 1 6
124 E/14 5.5' BFG 1 6
125 D/13 5.5' BFG 1 6
126 C/13 5.0' BFG 1 6
127 B/13 5.2' BFG 1 6
Datum: BFG = below final grade
15.2 106.2 >1= Opt. 95
Water Dry Unit
Content Weight
(%) (pc0
Dry Unit
Weight
(% compaction)
16.5 102.5 /~{~{97
17.9 101.8 96
16.7 103.6 98
16.8 103.1 97
19.3 102.0 6
18.4 102.8 97
18.5 103.0 97
17.2 103.7 98
18.0 102.6 97
17.5 103.5 97
Comments:
Test results on this report meet project specification.
Services - Perform in-place density and moisture content tests to determine degree of compaction and material moisture
condition.
Field Test Method;ASTM D2922, ASTM D3017
Gauge ID: 2207
Technician: Laramie S. Chronister
Field Results Reported To: Ted
Report Distribution:
(1) Coppell Trade Center LP
(1) TechniStructures
(1) City ot Coppell TX
(1) City of Coppell TX
(1) Merriman Assoc
(1) McFadden & Miller
(1) Ma°atee Engineering In°
Review'ed
The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client
indicated above and shall not be reproduced except in full without the written consent of our compeny. Test results transmitted herein are only applicable
to the actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical
materials.
Page 1 of 1
· FIELD DENSITY TESTING
Report Number: 94051190.0025
Service Date: June 7, 2005
Client: Coppell Trade Center LP
Attn: Al Sorrels
5055 Keller Springs Rd Ste 300
Addison TX 75001
'll'erracan
8901 Carpenter Frwy, Ste #100
Dallas, Texas 75247
(214) 630-1010
Report Date: June 24, 2005
Project: Coppell Trade Center - Bldg C
NWC Sandy Lake/Freeport Pkwy
Coppell, TX
Project Number: 94051190
Material Information Lab Test Data Project Requirements
Optimum Max. Lab Water
Water Dry Unit Content Minimum Dry
Material Laboratory Content Weight Range Unit Weight
No. Test Method Description and Classification (%) (pct") (%) (% compaction)
1. 510810002 ASTM D 698 Dark reddish brown sandy clay 15.2 106.2 >/= Opt. 95
2. 510810065 ASTM D 698 Crushed limestone flexible base 8.4 124.8 -2/+2 95
Field Test Data Probe Water Dry Unit Dry Unit
Test Lift/ Mat. Depth Content Weight Weight
No. Test Location Elevation No. (inches) (%) (pc0 (% compaction)
Spread Footing Bearing
128 E/13 5.6' BFG I 6 17.1 102.4 96
129 E/12 5.3' BFG 1 6 16.7 103.1 97
130 D/12 5.5' BFG 1 6 17.4 102.3 96
131 C/12 5.4' BFG 1 6 17.7 101.9 96
132 B/12 5.7' BFG 1 6 16.9 104.2 98
Spread Footing Flexible Base
133 B/19 4' BFG 2 6 10.1 120.5 97
134 B/16 4' BFG 2 6 10.0 119.2 96
135 B/15 4' BFG 2 6 9.7 121.4 97
136 B/14 4' BFG 2 6 10.3 120.3 96
137 C/14 4' BFG 2 6 9.4 121.2 97
138 D/14 4' BFG 2 6 9.8 122.0 98
139 F_/14 4' BFG 2 6 9.1 121.8 98
140 E/13 4' BFG 2 6 9.5 122.6 · 98
141 D/13 4' BFG 2 6 9.4 122.1 98
142 C/13 4' BFG 2 6 9.9 120.8 97
143 B/13 4' BFG 2 6 9.5 120.4 96
The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client
indicated above and shall nM be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable
to the actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical
materials.
Page 1 of 2
· FIELD DENSITY TESTING
Client: Coppell Trade Center LP
Field Test Data
Test Lift/
No. Test Location Elevation
l rracan
Project Number:94051190
Report Number: 94051190.0025
Probe Water Dry Unit Dry Unit
Mat. Depth Content Weight Weight
No. (inches) (%) (pcf) (% compaction)
144 E/12 4' BFG 2 6 10.0 119.5 96
145 D/12 4' BFG 2 6 8.9 123.1 99
146 C/12 4' BFG 2 6 9.3 125.2 100
147 B/12 4' BFG 2 6 9.7 124.4 100
148 B/19 3' BFG 2 6 8.5 125.0 100
149 B/16 3' BFG 2 6 7.9 124.6 100
150 B/15 3' BFG 2 6 8.3 122.7 98
151 B/14 3' BFG 2 6 8.5 123.3 99
152 C/14 3' BFG 2 6 7.8 124.0 99
Datum: BFG = below final grade
Comments:
Test results on this report meet project specification.
Services - Perform in-place density and moisture content tests to determine degree of compaction and material moisture
condition.
Field Test Method~,STM D2922, ASTM D3017
Gauge ID: 2207
Technician: Laramie S. Chronister
Field Results Reported To: Ted/Chadie
Report Distribution:
(1) Coppell Trade Center LP (1) Merriman Asso~ In=
(1) TechniStructures (1) McFadden& Miller Reviewed by:
(1) CRy of Coppell TX (1) Macatee Engineering Inc
(1) CRy of Coppell TX Senior Projec~anager
The tests v~re perrorrcad in general accordance with applicable ASTM, AASHTO, or DOT test methods. This repor~ is exclusively for the use of the client
indicated above and shall not be reproduced except in futl without the written consent of our company. Test results transmitted herein are only applicable
to the actust samples tested at the location(s) referenced and are not necessarily indicative of the propertise of other apparently similar or identical
materials.