Four Seasons 2R-LR041101LABORATORY COMPACTION CHARACTERISTICS OF SOIL
Report Number: 94041388.0003
Service Date: October 23, 2004
Client: Hill & Wilkinson LTD / ~
Attn: Charles Hoagland
800 Klein Rd Ste 100
Plane TX 75074
Report Date:
Project: BCE Specialties
100 Royal Lane
Coppell, TX
'lrerracan
8901 Carpenter Frwy, Ste #100
Dallas, Texas 75247
(214) 630-1010
November 01,2004
Project Number: 94041388
Material Information
Contractor: Hill & Wilkinson
Soume of Material:Building subgrade
Proposed Use: Common Fill
USCS: CH
Sample Information
Sampled By: Michael W. Whyman
Sample Location: Test pit
Sample Description: Dark gray & brown clay w/sand
Laboratory Test Data
Test Procedure:
Test Method:
Sample Preparation:
Rammer Type:
Maximum D~ Unit Weight, pcf: 101.1
Optimum Water Content, %: 19.7
ASTM D 698
Method A
Moist Method
Mechanical
Liquid Limit:
Plastic Limit: ~
Plasticity Index:
% Passing #200:
% Passing #40: NA
Moisture Density Relations
Zero Air Voids Curve for assumed specific gravity 2.70
Result Specifications
65
Services- Moisture-Density Relations
Report Distribution: Technician:Michael W. Whyman ~ ~' / ~
(1) Ci~ofCop~llTX Reviewed by: ~ ~v~ j ~
(1) Ci~ of Cop~l TX ' RobeR~ Ray S.~
The t~ts were ~do~ in general accordance ~th applicable ASTM, ~SHTO, or DOT t~t methods. This m~ is exclusively for the ~of the client
indicated a~ve and shall n~ be rep~uc~ ~cept in full ~thout the wr~en appr~al of HBC~e~con. Test results transmiff~ herein ar~n~
applicable to the actual ~mples t~t~ at the I~ation(s) referenced and are not n~essadly indicative of the propeRies of other ap~rently similar or
identical materials.
Page 1 of 1
LABORATORY COMPACTION CHARACTERISTICS OF SOIL
Report Number: 94041388.0002
Service Date: October 23, 2004
Client: Hill & Wilkinson LTD
Attn: Charles Hoagland
800 Klein Rd Ste 100
Piano TX 75074
'll'erracan
8901 Carpenter Frwy, Ste #100
Dallas, Texas 75247
(214) 630-1010
Report Date:
Project: BCE Specialties
100 Royal Lane
Coppell, TX
November 01, 2004
Project Number: 94041388
Material Information
Contractor: Hill & Wilkinson
Soume of Material:Building subgmde
Proposed Use: Common Fill
USCS: CH
Laboratory Test Data
Test Procedure:
Test Method:
Sample Preparation:
Rammer Type:
Maximum Dry Unit Weight, pcf: 99.0
Optimum Water Content, %: 21.2
Sample Information
Sampled By: Michael W. Whyman
Sample Location: Test pit
Sample Description: Dark brown clay w/gravel
Result Specifications
ASTM D 698 Liquid Limit: 56
Method A Plastic Limit: 22
Moist Method Plasticity index: 34
Mechanical % Passing #200: 78.5
% Passing 940: NA
Moisture Density Relations
Zero Air Voids Curve for assumed specific gravity 2.70
Services- Moisture-Density Relations
Report Distribution: Technician: Michael W. Whyman
(1) Hill & Wilkinson LTD (1) BCE Specialties
(1) City of Coppell TX Reviewed by:
(1) City of Coppell TX Robert D. Ray,.~.T.
(1) Hardy McCuliah/MLM Architects Inc Senior Proje~'~fanager
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 HBC/Terracon, Test results transmitted heroin 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 I
LABORATORY COMPACTION CHARACTERISTICS OF SOIL
Report Number: 94041388.0001
Service Date: October 23, 2004
'lrerracan
8901 Carpenter Frw/, 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:
Project: BCE Specialties
100 Royal Lane
Coppell, TX
November 01, 2004
Project Number: 94041388
Material Information
Contractor: Hill & Wilkinson
Soume of Material:Building subgrade
Proposed Use: Common Fill
USCS: CL
Laboratory Test Data
Test Procedure:
Test Method:
Sample Preparation:
Rammer Type:
Maximum Dry Unit Weight, pcf: 105.7
Optimum Water Content, %: 17.2
Sample Information
Sampled By: Michael W. Whyman
Sample Location: Test pit
Sample Description: Brown silty clay w/gravel
Result Specifications
ASTM D 698 Liquid Limit: 49
Method A Plastic Limit: 19
Moist Method Plasticity Index: 30
Mechanical % Passing #200: 83.3
% Passing #40: NA
Moisture Density Relations
Zero Air Voids Curve for assumed specific gravity 2.70
Services- Moisture-Density Relations
Report Distribution: Technician:Michael W. Whyman
(1) Hill & W[lldnson LTD (1) BCE Specialties
(1) City of Coppetl TX Reviewed by:
Senior Pro~anag~
The t~ts were ~do~ in general a~o~ance ~th applicable ASTM, ~SHTO, or DOT test methods. This repo~ is exclusively for th~use of the client
indicated above and shall ~ ~ repr~uc~ except in full without the wriEen appro~l of HBC~erracon. Test r~ults tmnsmi~ herein are only
applicable to the a~ual samples test~ at the location(s) referenc~ and ara not n~essarily indicative of the prope~ies of other apparently simi[ar or
identical materials.
Page I of 1