Valley R Baptist 2-LR020726J t1k..m.
FIELD DENSITY TESTING rNC1xBBamr f
Report Number: 94021265.0001 89ol Carpenter Frwy., suite #100
Service Date: July 18, 2002 Dallas, Texas 75247
(214) 630 -1010
Client: Valley Ranch Baptist Church Report Date: July 26, 2002
Attn: Robert Feille Project: Valley Ranch Baptist Church
1501 East Belt Line Road 1501 East Belt Line Rd
Coppell TX 75019
Coppell, TX
Project Number: 940 21265
Field Test Data
Test
No. Test Location
Building Pad Subgrade, N End
4 Grid Line V/8.3
5 Grid Line W /7.'
6 Grid Line V/5
7 Grid Line S/6
Probe
Lab Test Data
Project Requirements
Material Information
Content
Weight
Elevation No. (inches)
N
(Pcf)
Optimum
Max. Lab
Water
102.8
17.6
Water
Dry Unit
Content
Minimum Dry
Content
Weight
Range
Unit Weight
Material Laboratory
Description and Classification
%
( )
(P c
(' /
(% compaction)
No. Test Method
16.4
104.6
-1/ +3
95
1.212650003 ASTM D 698 Med & dk brown silty clay
Field Test Data
Test
No. Test Location
Building Pad Subgrade, N End
4 Grid Line V/8.3
5 Grid Line W /7.'
6 Grid Line V/5
7 Grid Line S/6
Probe
Water
Dry Unit
Lift/ Mat. Depth
Content
Weight
Elevation No. (inches)
N
(Pcf)
105.2
2nd 1 6
16.6
102.8
2nd
1
6
18.2
99.9
2nd
1
6
18.2
105.2
2nd
1
6
17.6
101.9
98
96
101
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 MethodASTM D2922, ASTM D3017
Gauge ID: 31787
Field Results Reported To: Contractor
Technician: Roy T. Montgomery
Report Distribution:
(1) Rogers- O'Brien Construction Co. (1) City of Coppell - Consir Insp
(1) Brooked. Davis Drake Inc (1) City of Coppell Building Inspector
(1) HKS Inc
(1) Valley Ranch Baptist Church
HBCC E
Reviewed by
Hussein H. Abusaad, P.E.
Senior Project Manager
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 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.
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Dry Unit
Weight
(% compaction)