Coppell Trade-LR050620FIELD DENSITY TESTING
~eport Number: 94051190.0016
Service Date: May 31,2005
Client: Coppell Trade Center LP
Attn: Al Sorrels
5055 Keller Springs Rd Ste 300
Addison TX 75001
'll'erracon
5901 Carpenter Frwy, Ste #100
Dallas, Texas 75247
(214) 630-1010
Report Date: June 20, 2005
Project: Coppell Trade Center - Bldg C
NWC Sandy Lake/Freeport Pkwy
Coppell, TX
Project Number: 94051190
,~aterial Information Lab Test Data Project Requirements
~ :, Optimum Max. Lab Water
~ Water Dry Unit Content Minimum Dry
Matedal Laboratory Content Weight Range Unit Weight
,' No. Test Method Description and Classification (%) (pcf) (%) (% compaction)
¥. 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 >/= Opt. 95
Field Test Data Probe Water Dry Unit Dry Unit
Test Lift/ Mat. Depth Content Weight Weight
No. Test Location Elevation No. (inches) (%) (pcf) (% compaction)
Spread Footing Bearing
96 18/B 6' BFG 1 6 19.0 101.7 96
97 17/B 5.2' BFG 1 6 18.6 103.3 97
98 17/C 5.6' BFG 1 6 18.8 102.9 97
99 16/C 5.8' BFG 1 6 19.3 101.0 95
100 16/E 5.5' BFG 1 6 18.5 102.4 96
101 15/E 5.4' BFG 1 6 19.1 101.5 96
102 15/D 5.3' BFG 1 6 17.9 103.3 97
103 15/C 5.1' BFG 1 6 18.6 102.1 96
Spread Footing Flexible Base
104 18/B 4' BFG 2 6 10.3 120.1 96
105 17/B 4' BFG 2 6 9.8 122.8 98
106 17/C 4' BFG 2 6 11.0 120.6 97
107 16/E 4' BFG 2 6 10.5 119,4 96
108 15/E 4' BFG 2 6 10.3 121.6 97
109 15/D 4' BFG 2 6 8.0 123.9 99
110 15/C 4' BFG 2 6 6,9 120,5 97
111 18/B 3' BFG 2 6 8.7 122.9 98
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 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.
FIELD DENSITY TESTING
Client: Coppell Trade Center LP
'll'errecan
Project Number:94051190
Report Number: 94051190.0016
Field Test Data Probe Water Dry Unit Dry Unit
Test Lift/ Mat. Depth Content Weight Weight
No. Test Location Elevation No. (inches) (%) (pcf) (% compaction)
112 17/B 3' BFG 2 6 10.3 122.5 98
113 17/C 3' BFG 2 6 9.9 124.1 99
114 16/E 3' BFG 2 6 11.3 120.7 97
115 15/E 3' BFG 2 6 10.1 121.8 98
116 15/D 3' BFG 2 6 9.6 123.6 99
117 15/C 3' BFG 2 6 7.7 122.4 98
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:ASTM D2922, ASTM D3017
Gauge ID: 2207
Technician: Laramie S. Chronister
Field Results Reported To: Henry
Report Distribution:
(1) Co{~pell Trade Center LP
(1) Te~hniStructures
(1) City of Coppell TX
(1) City of Coppell TX
(1) Merriman Assoc Inc
(1) McFadden & Miller
(1) Macatee Engineering Inc
Reviewed by: ~~?.~
Robert D. Ray, S~.
Senior p rojecJ~lanager
The tests were pedormed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client
indicated above and shell not 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.
FIELD DENSITY TESTING
'Report Number: 94051190.0014
Service Date: May 27, 2005
Client: Coppell Trade Center LP
Attn: Al Sorrels
5055 Keller Springs Rd Ste 300
Addison TX 75001
lrerracan
8901 Carpenter Frwy, Ste #100
Dallas, Texas 75247
(214) 630-1010
Report Date: June 20, 2005
Project: Coppell Trade Center - Bldg C
NWC Sandy Lake/Freeport Pkwy
Coppell, TX
Project Number: 94051190
Material Information Lab Test Data Proiect Requirements
Optimum Max. Lab Water
Water Dry Unit Content Minimum Dry
Material Laboratory Content Weight Range Unit Weight
No. Test Method Description and Classification (%) (pcf) (%) (% 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) (%) (pcf) (% compaction)
Spread Footing, Bearing Material
54 16/C 5.2' BFG 1 6 16.2 101.6 96
55 17/E 5.2' BFG 1 6 18.1 101.9 96
56 18/E 5.0' BFG 1 6 17.5 103.4 97
57 Retest of #50, dated 05/26/05 1 6 17.3 102.6 97
58 Retest of # 49, dated 05/26/05 1 6 18.4 103.0 97
59 Retest of #51, dated 05/26/05 1 6 16.5 104.3 98
60 Retest of #53, dated 05/26/05 1 6 16.0 105.7 100
Spread Footing, Flexible Base
61 20/C 4' BFG 2 6 10.2 121.4 97
62 20/D 4' BFG 2 6 9.7 122.0 98
63 20/E 4' BFG 2 6 10.0 120.3 98
64 23/B 3' BFG 2 § 9.6 123.2 99
65 23/C 3' BFG 2 6 9.2 121.9 98
66 23/D 3' BFG 2 6 10.3 120.6 97
67 23/E 3' BFG 2 6 10.4 119.5 96
68 22/B 3' BFG 2 6 9.0 124.7 100
69 22/C 3' BFG 2 6 g.6 121.8 98
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 wdtten 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.
~FIELD DENSITY TESTING
Client: Coppell Trade Center LP
Field Test Data
Test LiftJ
No, Test Location Elevation
lrerracon
Project Number:94051190
Report Num bet: 94051190.0014
Probe Water Dry Unit Dry Unit
Mat. Depth Content Weight Weight
No. (inches) (%) (pct~ (% compaction)
70 22/D 3' BFG 2 6 8.9 122.6 98
71 22/E 3' BFG 2 6 9.3 121.5 97
72 21/B 3' BFG 2 6 10.1 122.7 98
73 21/C 3' BFG 2 6 8.0 123.1 99
74 21/D 3' BFG 2 6 8.8 122.3 98
75 21/E 3' BFG 2 6 10.2 120.1 96
76 20/B 3' BFG 2 6 10.0 119.9 96
77 20/C 3' BFG 2 6 7,8 124.4 100
78 20/D 3' BFG 2 6 8.3 123.8 99
79 20/E 3' BFG 2 6 9.6 123.1 99
80 19/E 4' BFG 2 6 10.0 120.2 96
81 19/D 4' BFG 2 6 9.5 121.9 98
82 19/C 4' BFG 2 6 9.7 122.4 98
83 18/C 4' BFG 2 6 8.9 123.6 99
84 18/D 4' BFG 2 6 10.2 121.0 97
85 18/E 4' BFG 2 6 9.3 122.8 98
86 17/E 4' BFG 2 6 9,9 122.7 98
87 17/D 4' BFG 2 6 9,7 123.3 99
88 19/E 3' BFG 2 6 9.4 123.0 99
89 19/D 3' BFG 2 6 9.6 122.9 98
90 19/C 3' BFG 2 6 10.2 120.5 97
91 18/E 3' BFG 2 6 9.1 122.8 98
92 18/D 3' BFG 2 6 10.0 121.4 97
93 18/C 3' BFG 2 6 9.7 123,9 99
94 17/E 3' BFG 2 6 9.8 124.8 100
95 17/D 3' BFG 2 6 10.2 122.2 98
Datum: BFG = below final grade
Comments;
Test results on this report meet project specification.
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 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.
,FIELD DENSITY TESTING
Client:Coppell Trade Center LP
lrerracon
Project Number:94051190
Report Number: 94051190.0014
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
Technician: Laramie S. Chronister
Field Results Reported To: Henry
Report Distribution:
(1) Coppell Trade Center LP
(1) TechniStructures
(1) City of Coppell TX
(1) City of Coppell TX
(1) Merriman Assoc Inc
(1) McFadden & Miller
(1) Macatee Engineering Inc
Robert D. Ray, S.E.T~'
Senior Project Mana~er
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 company. Test results transmitted herein are only applicable
to the actual samples tested at the ~ecation(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical
materials,