Valley R Baptist 2-LR020719LABORATORY COMPACTION CHARACTERISTICS OF SOIL
Report Number: 94021265.0003
Service Date: July 10, 2002
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8901 Carpenter Frwy., Suite #100
Dallas, Texas 75247
(2 14) 630 -1010
Client: Valley Ranch Baptist Church Report Date: July 19, 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
Contractor: Rogers- O'Brien Construction Co
Source of Material: On-site
Proposed Use: Pad & Parking
Sample Information
Sampled By: Thomas, Burl E.
Sample Location: Pad area, 4' below grade
Sample Description: Med & dk brown silty clay
Laboratory Test Data
Test Procedure:
ASTM D 696
Liquid Limit:
Test Method:
Method A
Plastic Limit:
Sample Preparation:
Moist Method
Plasticity Index:
Rammer Type:
Mechanical
% Passing #200:
Maximum Dry Unit Weight, pcf:
104.6
% Passing #40:
Optimum Water Content, %:
16.4
USCS:
Moisture Density Relations
Zero Air
Voids Curve for assumed specific gravity 2.65
,d
n
a'
u nur, cor ,. tut
Specifications
Services- Moisture - Density Relations
Technician: Burl E. Thomas
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: A ;i ]
(1) HKS Inc
(1) Valley Ranch Baptist Church Hussein H. 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.
Result
50
21
29
Page i of 1 ossksaasrw, x,v
LABORATORY COMPACTION CHARACTERISTICS OF SOIL fllan ,
Report Number: 94021265.0002 FNCnMFRTmG
Service Date: July 10, 2002 8901 Carpenter Frwy., Suite #100
Dallas, Texas 75247
(214) 630 -1010
Client: Valley Ranch Baptist Church Report Date: July 19, 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
Contractor: Rogers- O'Brien Construction Co
Source of Material: On-site
Proposed Use: Fill
Sample Information
Sampled By: Thomas, Burl E.
Sample Location: Pad area, 1' below grade
Sample Description: Dk brawn clay w /limestone
Laboratory Test Data
Test Procedure:
ASTM D 698
Liquid Limit:
Test Method:
Method A
Plastic Limit:
Sample Preparation:
Moist Method
Plasticity Index:
Rammer Type:
Mechanical
% Passing #200:
Maximum Dry Unit Weight, pcf:
104.8
% Passing #40:
Optimum Water Content, W
19.8
USCS:
Moisture Density Relations
Zero Air
Voids Curve for assumed specific gravity 2.65
,m
,m
n ,m
,m
,m
m
Result Specifications
53
23
30
aprtur� Co,rt�rrt I %]
Services- Moisture - Density Relations
Technician: Burl E. Thomas
Report Distribution: HBC Efigineering
(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: _ jaj ,>'
(1) HKS Inc
(1) Valley Ranch Baptist Church Husselh H. 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 1 of 1 06..SK�MFN k.y