Four Seasons 2R-LR041228FIELD DENSITY TESTING
Report Number: 94041388.0030
Service Date: December 14, 2004
'lrerracan
8901 Carpenter Frwy, Ste #100
Dallas, Texas 75247
(214) 630-1010
Client: Hill & Wilkinson LTD
Attn: Charles Hoagland
800 Klein Rd Ste 100
Piano TX 75074
Report Date: December 28, 2004
Project: BCE Specialties
989 West Sandy Lake Road
Coppell, TX
Project Number: 94041388
Material Information
Material Laboratory
No. Test Method
Description and Classification
Lab Test Data Proiect Requirements
Optimum Max. Lab Water
Water Dry Unit Content Minimum Dry
Content Weight Range Unit Weight
(%) (pcf) (%) (% compaction)
1.413880002 ASTM D 698
2.413880003 ASTM D 698
Field Test Data
Test
No.
Dark brown clay w/gravel
Dark gray & brown clay w/sand
Test Location
21.2 99.0 +1/+4 95
19.7 101.1 +1/+4 95
Storm Sewer
112 Sta. 0+50
113 Sta. 0+75
114 Sra. 1+00
115 Sta. 2+25
116 Sta. 2+50
117 Sta. 2+75
Storm Sewer
118 Sta. 0+50
119 Sta. 0+75
120 Sta. 1+00
Storm Sewer
121 Sta. 0+25
122 Sta. 0+50
123 Sta. 0+75
Sanitary Sewer
124 Sra. 0+60
125 Sta. 0+55
Line C
Lateral Line $
Lateral Line 2
Probe Water Dry Unit Dry Unit
Lift/ Mat. Depth Content Weight Weight
Elevation No. (inches) (%) (pcf) (% compaction)
3' BEG 1 6 23.6 94.9 96
2' BEG 1 6 23.1 94.5 95
1' BEG 2 6 22.3 97.4 96
3' BEG 2 6 21.4 97.1 96
2' BEG 2 6 22.2 96.5 95
1' BEG 2 6 22.3 96.8 96
3' BEG 1 6 23.5 95.1 96
2' BEG 2 6 23.2 96.1 95
1' BEG 2 6 21.0 97.9 97
3' BEG 1 6 23.4 95.9 97
2' BEG 1 6 23.7 95.4 96
1' BEG 1 6 23.2 94.8 96
7' BEG 2 6 21.9 96.3 95
6' BEG 2 6 21,3 97.2 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 not be reproduced except in full without the written approval of HBCfTerracon. 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.
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FIELD DENSITY TESTING lrerracon
Client:Hill & Wilkinson LTD
Project Number:94041388
Report Number: 94041388.0030
Field Test Data Probe Water Dry Unit Dr7 Unit
Test Lift/ Mat. Depth Content Weight Weight
No. Test Location Elevation No. (inches) (%) (pcf) (% compaction)
126 Sta. 0+50 5' BEG 1 6 22.9 95.2 96
127 Sta. 0+45 4' BEG 1 6 23.3 95.9 97
128 Sta, 0+40 3' BEG 1 6 23.3 95.8 97
129 Sta, 0+35 2' BEG 2 6 22.5 96.4 95
130 Sta. 0+30 1' BEG 1 6 22.2 97.0 98
8" Water Line
131 10' N & 20' E of SE building comer 2'BEG 2 6 21.1 97.9 97
132 15' N & 20' E of SE building corner 1' BEG 1 6 22.5 95.5 96
133 180' N & 20' E of SE building corner 2' BEG 1 6 22.9 96.3 97
134 185' N & 20' E of SE building corner 1' BEG 1 6 22.8 96.1 97
Datum: BEG = Below existing 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 MethodASTM D2922, ASTM D3017
Field Results Reported To: Project Superintendent
Technician: Stewart M. Owings
Report Distribution:
(1) Hill & Wilkinson LTD (1) TMBP Consulting Engineers
(1) City of Coppell TX (1) BCE Specialties
(1) City of Coppell TX
(1) Hardy MCCulIah/MLM Architects Inc
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 approval of HBC/Terracon, 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.