Four Seasons 2R-LR050117FIELD DENSITY TESTING
Report Number: 94041388.0054
Service Date: December 29, 2004
'll'erracan
8901 Carpenter F~,W, Ste #100
Dallas~ Texas 75247
(214) 630-1010
Client: Hill & Wilkinson LTD
Attn: Charles Hoagland
800 Klein Rd Ste 100
Piano TX 75074
Report Date: January 17, 2005
Project: BCE Specialties
989 West Sandy Lake Road
Coppell, TX
Project Number: 94041388
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 (%) (pc0 (%) (% compaction)
1.413880050 ASTM D 698 Dark brown sandy clay 11.9 110.7 +1/+5 92- 98
2. 413880021 ASTM D 698 Dark brown clay (lime treated) 24.8 94.0 -2/+3 95
Field Test Data Probe Water Dry Unit Dry Unit
Test LiftJ Mat. Depth Content Weight Weight
No. Test Location Elevation No. (inches) (%) (pcf) (% compaction)
147 Retest of #144, dated 12/28/04 1 6 13.0 106.4 96
148 Retest of #145, dated 12/28/04 1 6 14.1 107.2 97
149 Retest of #146, dated 12/28/04 2 6 24.9 92.4 98
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
Technician: Michael E. Odom
(1) Hill & Wilkinson LTD (1) TMBP Consulting Engineers
(1) City of Coppelt TX (1) BCE Specialties Reviewed by:
(1) Hardy McCullah/MLM Architects Inc j
The tests were performed in general accordance with applicable ASTM, AAS HTO, or DOT test methods. This report is exclusively for the use of the client
indicated above and shah not be reproduced except in fu~l without the written consent of our company. 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
FIELD DENSITY TESTING
Report Number: 94041388.0051
Service Date: December 28, 2004
'lrerracan
8901 Carpenter Frwy, Ste #100
Dallas, Texas 75247
(214) 630-1010
Client: Hill & Wilkinson LTD
Attn: Charles Hoagland
800 Klein Rd Ste 100
Piano TX 75074
Report Date: January 17, 2005
Project: BCE Specialties
989 West Sandy Lake Road
Coppell, TX
Project Number: 94041388
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)
1.413880050 ASTM D 698 Dark brown sandy clay 11.9 110.7 +1/+5 92 ~ 98
2. 413880021 ASTM D 698 Dark brown clay (lime treated) 24.8 94.0 -2/+3 95
Field Test Data Probe Water Dry Unit Dry Unit
Test Lift/ Mat. Depth Content Weight Weight
No. Test Location Elevation No. (inches) (%) (pCO (% compaction)
Interior Sanitary Line
144 C.8/3.3 2' BFG 1 6 10.4 * 100.6 91 *
145 C.8/3.3 1' BFG 1 6 9.2 * 101.4 92
146 C.8/3.3 Final 2 6 24.1 88.6 94 *
Datum: BFG = Below final grade
Comments:
An asterisk (*) appears next to test results which do NOT meet the project specifications.
Services - Perform in-place density and moisture content tests to determine degree of compaction and material moisture
condition.
Field Test Method~,STM D2922, ASTM D3017
Technician: Armando Rendon
Report Distribution:
(1) Hill & Wilkinson LTD (1) TMBP Consulting Engineers
(1) City of eoppell TX (1) BCE Specialties Reviewed by:
(1) City of Coppeli TX
(1) Hardy McCullah/MLM Architects Inc
The tests were performed in genera[ 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 consent of our company. 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.
FIELD DENSITY TESTING
Report Number: 94041388,0049
Service Date: December 28, 2004
'll'erracan
8901 Carpenter Frwy, Ste #100
Dallas, Texas 75247
(214) 630-1010
Client: Hill & Wilkinson LTD
Attn: Charles Hoagland
800 Klein Rd Ste 100
Plane TX 75074
Re~,~ga'~,~ary 17, 2005
Project: BC~E Specialties.~
"~'~West Sandy Lake Road
Coppell, TX
Project Number: 94041388
Material Information
Material Laboratory
No. Test Method
Description and Classification
Lab Test Data Project Requirements
Optimum Max. Lal5 Water
Water Dry Unit Content Minimum Dry
Content Weight Range Unit Weight
(%) (pc0 (%) (% compaction)
1. 413880002 ASTM D 698
2. 413880021 ASTM D 698
Dark brown clay w/gravel
Dark brown clay (lime treated)
21.2 99.0 +1/+5 92 - 98
24.8 94.0 -2/+3 95
Field Test Data
Test
No.
Test Location
Interior Sanitary Line
135
136
137
138
139
140
141
142
143
Datum:
C.8/12.5
C.8/12.5
C.8/12.5
C.8/9.8
C.8/9.8
C.8/9.8
C.8/6.2
C.8/6.2
C.8/6.2
BFG = Below final grade
Probe
Lift/ Mat. Depth
Elevation No. (inches)
2' BFG 1 6
1' BFG 1 6
Final 2 6
2' BFG 1 6
1' BFG 1 6
Final 2 6
2' BFG 1 6
1' BFG 1 6
Final 2 6
Water Dry Unit Dry Unit
Content Weight Weight
(%) (pcf) (°/o lempaction)
24.4 94.6 ! 96
23.6 92.9 / 94
25.6 92.4 98
22.4 95.0 96
24.6 94.0 95
25.9 93.4 99
23.7 96.1 97
23.9 95.4 96
26.0 93.8 100
Comments:
Test results on this report meet project specification.
Services - Perform in-place density and moisture content testy
condition.
Field Test Method:ASTM D2922, ASTM D3017
Technician:Armando Rendon
Report Distribution:
(1) Hill & Wilkinson LTD
(1) City of Coppell TX
(1) City of Ceppe[I TX
(1) Hardy McCutla h/MLM Architects Inc
(1) TMBP Consulting Engineers
(1) BCE Specialties
~ine degree of compaction and material moisture
Reviewed by: ~
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 consent of our company. Test results transmitted herein are only applicable
to the actual samples tested at the location(s) referenced an~ are not necessarily indicative of the properties of other apparently similar or identica~
materials.
Page 1 of 1