St Ann Catholic-LR061006LABORATORY COMPACTION CHARACTERISTICS OF SOIL
Irerracon
Report Number: 94061334 0002
Service Date: September 26, 2006 Dallas, Carpenter Fn Ste #100
P Dallas, Texas 75247 7
(214) 630 -1010
Client: St Ann Catholic Church Report Date: October 06, 2006
Attn Jennifer Lindsey Project: St. Ann Catholic Parish
180 Samuel Blvd New Addition
Coppell TX 75019 180 Samuel Blvd
Coppell, TX
Project Number: 9 4061334
Material Information Sample Information
Contractor- Sampled By Armando Rendon
Source of Material Native material Sample Location On -site stockpile
Proposed Use Paving
USCS CL Sample Description Tannish gray calcareous clay
Laboratory Test Data Result
Test Procedure ASTM D 698 Liquid Limit: 42
Test Method Method A Plastic Limit. 16
Sample Preparation Moist Method Plasticity Index: 26
Rammer Type b14 hanical % Passing #40• NA
Maximum Dry Unit Weight, pcf1 % Passing #200• 77 7
Optimum Water Content, % 7
Moisture Density Relations
Zero Air Voids Curve for assumed specific gravity 2.70
11
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It 15 13 IT
Moisture Corderit ( %)
Services- Moisture- Density Relations
Specifications
ri it
Report Distribution Terracon Rep Joseph P Martinez
(1) St Ann Catholic Church (1) TechniStructures
(1) City of Coppell TX (1) Pacheco Koch Consulting Engineers Reviewed by
(1) City of Coppell TX A. Bulent Ethem, P G
(1) Page Southerland Page 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 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 06PDRl F". Kay
LABORATORY COMPACTION CHARACTERISTICS OF SOIL
R rt N b 94061334 0001
Irerracon
epo um er.
September 26, 2006 Dallas, Carpenter Frwy, Ste #100
Service Date: Se
p Dallas, Texas 75247
(214) 630 -1010
Client St Ann Catholic Church Report Date: October 06, 2006
Attn Jennifer Lindsey Project: St. Ann Catholic Parish
180 Samuel Blvd New Addition
Coppell TX 75019 180 Samuel Blvd
Coppell, TX
Project Number: 94061334
Material Information
Contractor
Source of Material Native material
Proposed Use Paving
USCS CL
Laboratory Test Data
Test Procedure
ASTM D 698
Test Method
Method A
Sample Preparation
Moist Method
Rammer Type
)Mechanical
Maximum Dry Unit Weight,
pcf�.'i�e3 4
Optimum Water Content, %
L 1
Samale Information
Sampled By Joseph P Martinez
Sample Location On -site stockpile
Sample Description Tan clay w /gray shale & limestone
Result
Liquid Limit:
44
Plastic Limit.
17
Plasticity Index:
27
• Passing #40*
NA
• Passing #200
89.2
Moisture Density Relations
Zero Air Voids Curve for assumed specific gravity 2.70
,Ia
I �
�1.
o. ut
c ro
A
Moisture Corrtent (%)
Services- Moisture - Density Relations
Specifications
i
Report Distribution Terracon Rep Joseph P Martinez
(1) St Ann Catholic Church (1) TechniStructures
(1) City of Coppell TX (1) Pacheco Koch Consulting Engineers Reviewed by*
(1) City of Coppell TX Bulent Ethem, P G.
(1) Page Southerland Page
Project Manager
The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is e*clusively 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.
Page 1 of 1 O6-0DRIRO6FWi Key