St Joseph-LR020909 (2)FIELD DENSITY TESTING
Report Number: 94021187.0089
Service Date: August 29, 2002
Client: St. Joseph Village, Inc.
Attn: Joseph Dingman
13223 Glad Acres Drive
Dallas TX 75234
Report D ate
St. Joseph Villal
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ENXINE
8901 Carpenter Fnuy., Suite #100
Dallas, Texas 75247
(214) 630 -1010
September 09, 2002
Coppell, TX 75019
Project Num ber: 94021187
�'
Material Information
Lab Test Data
Proiect Reauirements
Probe
Water
Optimum
Max. Lab
Water
Lift/
Water
Dry Unit
Content
Minimum Dry
Material Laboratory
Content
Weight
Range
Unit Weight
No. Test Method Description and Classification
(%)
(pcf)
( %)
( % compaction)
1.211870001 ASTM D 698 Mad brown silty clay w /gravel
17.6
107.9
-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)
Box Culvert Backfill, E Side
742
Sta. 0 +25
2' BEG
1
6
18.2
106.4
99
743
Sta. 2 +30
2' BEG
1
6
18.7
106.1
98
744
Sta. 0 +50
1' BEG
1
6
17.4
108.4
100
745
Sta. 2 +20
1' BEG
1
6
19.1
105.7
98
Box Culvert Backfill, W side
746
Sta. 0 +50
V BEG
1
6
18.6
104.4
97
747
Sta. 2 +50
1' BEG
1
6
18.9
105.9
98
748
Sta. 0+25
Final
1
6
18.3
106.2
98
749
Sta. 2+25
Final
1
6
18.1
107.0
99
750
Sta. 4 +00
4' BEG
1
6
17.9
106.9
99
751
Sta. 6 +00
4' BEG
1
6
17.6
108.1
100
752
Sta. 8 +00
4' BEG
1
6
19.8
104.3
9
753
Sta. 4 +25
T BEG
1
6
20.4
102.7
95
754
Sta. 6 +25
T BEG
1
6
18.3
104.8
9
755
Sta. 8 +25
3' BEG
1
6
18.0
106.9
99
Box Culvert Backfill, E Side
756
Sta. 6 +00
2' BEG
1
6
19.4
102.7
95
757
Sta. 8 +00
2' BEG
1
6
20.7 '
103.8
96
758
Sta. 6 +00
1' BEG
1
6
20.2
103.4
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 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 07sKart "7 K
FIELD DENSITY TESTING
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Client: St. Joseph Village, Inc.
Box Culvert Backfill, W Side
762
Sta.6 +00
Project Number:94021187
Sta.8 +00
764
Sta.6 +00
765
Report Number: 94021187.0089
Field Test Data
BEG = below existing grade
1' BEG
Probe
Water Dry Unit Dry Unit
Test
Lift/
Mat.
Depth
Content Weight Weight
No. Test Location
Elevation
No.
(inches)
M (per (% compaction)
759 Sta. 8 +00
1' BEG
1
6
20.0 106.1 98
760 Sta.6 +00
Final
1
6
19.3 108.8 101
761 Sta.8 +00
Final
1
6
18.6 107.5 100
T BEG
Box Culvert Backfill, W Side
762
Sta.6 +00
763
Sta.8 +00
764
Sta.6 +00
765
Sta.8 +00
Datum:
BEG = below existing grade
T BEG
1
6
19.5
103.9
96
2' BEG
1
6
20.3
104.2
97
1' BEG
1
6
17.4
107.9
100
1' BEG
1
6
18.1
108.0
100
Comments:
* Recommend pass.
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
OF .. .......... .....
LYNDON J. COX
66401
Field Results Reported To: Contractor, Forrest w /Centex "•••• -• -�•°
Technician: Bryan C. Hughes
Report Distribution: HBC En ineerin
(1) St. Joseph Village, Inc. (1) City of Coppell Engineering
(7) Aguirre Corporation (1) S1 Andrews Management Reviewed by: °
(1) Centex - Jobsite (1) St Andrews Management Lyndon J. x, P.E.
(1) City of Coppell -Bldg Insp Principal n ineer
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 ma.an 4r .x.,
FIELD DENSITY TESTING
Report Number: 94021187.0091 8901tvEeeitvc
6901 Carpenter Frwy., Suite #100
Service Date: August 30, 2002 Dallas Texas 75247
(214) 630 -1010
Client: St. Joseph Village, Inc. Report Date: September 09, 2002
Attn: Joseph Dingman Project: St. Joseph Village
13223 Glad Acres Drive 1201 East Sandy Lake Rd
Dallas TX 75234 Coppell, TX 75019
Proiect Number: 94021187
Material Information
Lab Test Data
Project Reouirements
Test results on this report meet project specification.
Optimum
Max. Lab
Water
condition.
Water
Dry Unit
Content
Minimum Dry
Material Laboratory
Content
Weight
Range
Unit Weight
No. Test Method Description and Classification
( %)
(pcf)
( % )
(% compaction)
1.211870001 ASTM D 698 Med brown silty clay w /gravel
17.6
107.9
-1/+3
95
Field Test Data Probe
Test Lift/ Mat. Depth
No. Test Location Elevation No. (inches)
Box Culvert Backfill
766 Sta. 14 +00 1' BFG 1 6
767 Sta. 16 +00 1' BFG 1 6
768 Ste. 14 +00 Final 1 6
769 Sta. 16+00 Final 1 6
Datum: BFG = Below finished grade
Water Dry Unit Dry Unit
Content Weight Weight
M (pcf) (% compaction)
17.9 102.8 95
18.0 104.7 97
17.5 109.5 101
17.7 103.5 96
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
..... ......... .
. * . ..........................
LYNDO J. COX ;
Field Results Reported To: Contractor
.S�ONAI,�`�
Technician: Bryan C. Hughes
Report Distribution:
HBC ngine In
(1) St. Joseph Village, Inc. (1) City of Coppell Engineering
(1) Aguirre Corporation (1) St Andrews Management Reviewed by:
-
(1) Centex - Jobsite (1) St Andrews Management
Lyndon J. Cox,
(1) City of Coppell -Bldg Insp
Pnnci 'al ngir r
The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusive) r 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
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