Valley R Baptist 2-LR020820FIELD DENSITY TESTING "'
Report Number: 94021265.0012 a o 1 car nter F
August 12, 2002 pe wy., suite #100
Service Date: Au
9 Dallas, Texas 75247
(214) 630 -1010
Client: Valley Ranch Baptist Church Report Date: August 20, 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
Dry Unit
Optimum
Max. Lab
Water
Content
Weight
Water
Dry Unit
Content
Minimum Dry
Material Laboratory
Content
Weight
Range
Unit Weight
No. Test Method Description and Classification
( %)
(pcf)
( % )
(% compaction)
1.212650002 ASTM D 698 Dk brown clay w /limestone
19.8
104.8
-1/ +3
95
Field Test Data
Probe
Water
Dry Unit
Dry Unit
Test
Lift/ Mat. Depth
Content
Weight
Weight
No. Test Locati
Elevation No. (inches)
( %)
(pcf)
( co mpa c tion)
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.
Page 1 of 2
Water Line Backfill, N End & W side of S
Parking Area
30
60' S & 10' E from SE corner of existing
Final
1
6
20.6
101.6
97
building
31
60' S & 60' E from SE corner of existing
Final
1
6
21.2
101.1
96
building
32
60' S & 140' E from SE corner of existing
Final
1
6
20.5
102.9
98
building
33
10' S & 245' E from SE corner of existing
2' BEG
1
6
19.9
104.1
99
building
34
40' N & 245' E from SE corner of existing
2' BEG
1
6
20.7
103.7
99
building
35
15' E & 85'S from SE corner of existing
V BEG
1
6
21.9
103.0
98
building
36
15' E & 90' S from SE corner of existing
Final
1
6
21.7
102.1
97
building
37
15' E & 175' S from SE corner of existing
1' BEG
1
6
20.3
103.5
99
building
38
15' E & 180' S from SE corner of existing
Final
1
6
19.9
104.2
99
building
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.
Page 1 of 2
FIELD DENSITY TESTING
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Client: Valley Ranch Baptist Church Project Number:94021265
Report Number: 94021265.0012
Comments (cont'd):
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
Gauge ID: 2077
Field Results Reported To: Superintendent
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 �� � 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.
Page 2 of 2 01 .�. .,, .,.
FIELD DENSITY TESTING "�'®
Report Number: 94021265.0013 r; x nva a vc
6901 Carpenter Frwy., Suite #100
Service Date: August 13, 2002 Dallas, Texas 75247
(214) 630 -1010
Client: Valley Ranch Baptist Church Report Date: August 20, 2002
Attn: Robert Feille Project: Valley Ranch Baptist Church
1501 East Belt Line Road 1501 East Belt Line Rd
Coppell TX 75019
Coppell, TX
Number: 94021265
Material Information
Lab Test Data
Project 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)
1.212650002 ASTM D 698 Dk brown clay w /limestone
19.8
104.8
-1/ +3
95
Field Test Data Probe
Test Lift/ Mat. Depth
No. Test Location Elevation No. (inches)
Water Line Backfill, E Side of Jobsite
39 320' E & 10' S from SE corner of existing Final
building
Water Dry Unit Dry Unit
Content Weight Weight
( %) (pCf) (% compaction)
19.2 104.6 100
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: 2077
Field Results Reported To: Rogers- O'Brien representative
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 Hussein . Abusaad, P.E.
(1) Valley Ranch Baptist Church
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.
Page 1 of 1