St Joseph-LR020531LABORATORY COMPACTION CHARACTERISTICS OF SOIL
Report Number: 94021187.0011
Service Date: May 28, 2002
8901 Carpenter Frwy., Suite #100
Dallas, Texas 75247
(214) 630-1010
Client: St. Joseph Village, Inc.
Attn: Joseph Dingman
13223 Glad Acres Drive
Dallas TX 75234
Report Date: May 31,2002
Project: St. Joseph Village
1201 East Sandy Lake Rd
Coppell, Texas
Project Number: 94021187
Material Information
Contractor: Centex Construction Co.
Source of Material:Off-site borrow
Proposed Use: Select Fill
Laboratory Test Data
Test Procedure:
Test Method:
Sample Preparation:
Rammer Type:
Maximum Dry Unit Weight, pcf: 113.7
Optimum Water Content, %: 14.7
ASTM D 698
Method A
Moist Method
Mechanical
Sample Information
Sampled By: Green, Phil
Sample Location: Imported material stockpiled on jobiste
Sample Description: Reddish brown clayey sand w/clay balls
Liquid Limit:
Plastic Limit:
Plasticity Index:
% Passing #200:
% Passing #40:
USCS:
Moisture Density Relations
Result Specifications
34 Maximum 35
2O
14 Range 6 - 15
Zero Air Voids Curve for assumed specific gravity 2.65
Technician: Phil Green
Report Distribution:
(1) St. Joseph Village, Inc.
(1) Aguirre Corporation
(1) Centex Construction Company
(1) City of Coppell - Engr
Test results on this report meet project specifications as noted above.
Services- Moisture-Density Relations
........
.~ -k .." %%+ '_
(1) CiW o~ Coppell - Bldg Insp
(1) C~ of Coppell- Constr Insp ";,~J~"~ ~ -- ~ '
/
~ Principal En
The tests ~m ~o~ in general accordance ~h applicable ASTM, ~SHTO, or DOT te~ m~h~s. This m~ is excl~Ne~ for the us
i~i~t~ a~ve and shall nct ~ mpr~uced ex.pt in full ~ho~ the ~en approval of Termcon. Te~ resu~ tmnsm~ heroin am only
to the actual samples tested at the location(s) referen~d and are not n~rily indicative of the pm~dies of other apparently similar or identi~l
rear.als.
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the client
able
LABORATORY COMPACTION CHARACTERISTICS OF SOIL
Report Number: 94021187.0006
Service Date: May 22, 2002
8901 Carpenter Frv,,y., Suite #100
Dallas. Texas 75247
(214) 630-1010
Client: St. Joseph Village, Inc.
Attn: Joseph Dingman
13223 Glad Acres Drive
Dallas TX 75234
Report Date: May 31, 2002
Project: St. Joseph Village
1201 East Sandy Lake Rd
Coppell, Texas
Project Number: 94021187
Material Information
Contractor: Centex Construction Co.
Source of Material: On-site
Proposed Use: Common Fill
Laboratory Test Data
Test Procedure:
Test Method:
Sample Preparation:
Rammer Type:
Maximum Dry Unit Weight, pcf: 116.9
Optimum Water Content, %: 12.1
ASTM D 698
Method A
Moist Method
Mechanical
'Sample Information
Sampled By: Green, Phil
Sample Location: Native material - church basement
overburden
Sample Description: Reddish tan & It brown sandy clay
Liquid Limit:
Plastic Limit:
Plasticity Index:
% Passing #200:
% Passing ¢f40:
USCS:
Moisture Density Relations
Result Specifications
34
17
17
Zero Air Voids Curve for assumed specific gravity 2.65
IO9
Services- Moisture-Density Relations
Technician: Phil Green
Report Distribution:
(1) St. Joseph Village, Inc.
(1) City of Coppell - Bldg Insp
(1) Aguirre Corporation (1) City of Coppell - Constr Insp
(1) Centex Csdonstrucfion Company Lyndon J. Cot,~.E.
(1) City of Coppell - Engr Principal En(~inJ)er
The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods, This report is exclusively for tile/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 apparenUy similar or identical
materials.
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