Valley R Baptist 2-LR020805FIELD DENSITY TESTING ° °' "' "" " It.
Report Number: 94021265.0007 13NGINh1RTNU
8901 Carpenter Frwy., Suite #100
Service Date: July 25, 2002 Dallas, Texas 75247
(214) 630 -1010
Client: Valley Ranch Baptist Church Report Date: August 05, 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
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)
1.212650003 ASTM D 698 Med & dk brown silty
clay
16.4
104.6
-1/ +3
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)
Paving Subgrade, S Parking Lot
14 From NE corner of S Parking Lot, 40' S &
Final
1
6
17.1
104.4
100
40'W
15 From NE corner of S Parking Lot, 35' S &
Final
1
6
18.0
102.1
98
160' W
16 From NE corner of S Parking Lot, 30'S &
Final
1
6
16.5
104.6
100
325'W
17 From NE corner of S Parking Lot, 80' S &
Final
1
6
17.0
103.9
99
35'W
18 From NE corner of S Parking Lot, 90'S &
Final
1
6
17.7
103.0
98
150'W
19 From NE corner of S Parking Lot, 100'S
Final
1
6
18.2
102.6
98
& 310 W
20 From NE corner of S Parking Lot, 140'S
Final
1
6
17.6
104.6
100
&50'W
21 From NE corner of S Parking Lot, 130'S
Final
1
6
16.6
104.6
100
&175'W
22 From NE corner of S Parking Lot, 125' S
Final
1
6
17.1
104.6
100
& 345'W
Circular Driveway @ S Side of Church
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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FIELD DENSITY TESTING
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Client: Valley Ranch Baptist Church
Project Number:94021265
Report Number: 94021265.0007
Field Test Data Probe Water Dry Unit Dry Unit
Test Lift/ Mat. Depth Content Weight Weight
No. Test Location Elevation No. (inches) N (pcf) (% compaction)
23 From SW corner of New Addition Final 1 6 18.7 101.4 97
Building, 15' S & 55' E
24 From SW corner of New Addition Final 1 6 18.1 102.3 98
Building, 20'S & 70' E
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: 2077
Field Results Reported To: Superintendent & Foreman
Technician: Bryan C. Hughes
Report Distribution: HBC Engineering
(1) Rogers- O'Brien Construction Co. (1) City of Coppell - Constr Insp
(1) Brockette Davis Drake Inc (1) City of Coppell Building Inspector Reviewed by
(1) HKS Inc
(1) Valley Ranch Baptist Church Hussein H. jest a 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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