Valley R Baptist 2-LR021115FIELD DENSITY TESTING lrer1 con
Report Number: 94021265.0028 8901 Carpenter Frwy, Ste #100
Service Date: November 8, 2002 Dallas, Texas 75247
(214) 630 -1010
Client: Valley Ranch Baptist Church Report Date: November 15, 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 94021265
Material Information
Lab Test Data
Project Requirements
100+
1 6
Optimum
Max. Lab
Water
1 6
19.8
Water
Dry Unit
Content
Minimum Dry
Material Laboratory
Content
Weight
Range
Unit Weight
No. Test Method Description and Classification
( %)
(pcf)
( %)
( % compaction)
1.212650005 ASTM D 698 Med brown clay w /sand
18.2
103.9
-1/ +3
95
Field Test Data
Test
No. Test Location
S Parking Subgrade
58 Retest of #52, dated 10/31/02
59 Retest of #53, dated 10/31/02
60 Retest of #54, dated 10/31/02
61 Retest of #55, dated 10/31/02
62 Retest of #56, dated 10/31/02
63 Retest of #57, dated 10/31/02
1 6
19.0
105.2
100+
1 6
17.4
103.6
100
1 6
19.8
102.8
99
1 6
19.7
100.4
97
1 6
20.2
101.8
98
1 6
21.1
98.9
95
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:
Field Results Reported To: Rogers- O'Brien
Technician: Bradford T. Rengstorff
Report Distribution
(1) Rogers - O'Brien Construction Co. (1) City of Coppell - Constr Insp
(1) Brockette Davis Drake Inc (1) City of Coppell Building Inspector
(1) HKS Inc
(1) Valley Ranch Baptist Church
HBC/ /T Terr ( racon
Reviewed by
Hussein'H 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.
Probe
Water
Dry Unit
Dry Unit
Lift/ Mat. Depth
Content
Weight
Weight
Elevation No. (inches)
( %)
(pcf)
(% compaction)
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