PROJ00402

• Contract/PO #: C153517
• Contractor Name: Lone Cabin Ditch and Reservoir Company
• Contract Type: Loan
• Water District: 40
• County: Delta
• Bill Number: SB 87-15
• Loan Projects - Doc Type: Feasibility Study

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APPEtWIX A

The laboratory investigation consisted of performing a

mechanical analysis test

a standard ~oisture density relation-

shi.p (Proctor) test, and a remolded triaxial compression test.

The ,results of the mechanical analysis test are presented on

Figure AI.

The results of the moisture density relationship

tests are presented on Figure A2.

The. results of the remolded

triaxial compression test are presented on Figure A3.

The laboratory testing was conducted on a soil sample

delivered to our laboratory by Mr. Leroy Black, Ute Engineering

and Surveying, Inc.

Testing

Mechanical Analysis Test

A mechanical analysis test was performed on the soil

sample received in our laboratory.

The mechanica~ analysis

test was conducted in accordance with ASTM Test Method 0422.

The mechanical analysis test results are presented on Figure AI.

Standard Moisture Density Relationship Tes~

A moisture density relationship test was conducted on

the material received in our laboratory. The

moisture density

relationship test was conducted in accordance

with l\STM Test

Method D698.

The moisture density relationship test was conducted

using a 5.5 pound hammer with a 12 inch drop.

The moisture

density relationship test results are presented on Figure A2.

Al
M85131GE

1l.umbrrt anb ~.6'.6'ociatf.6'

CONSULTING GEOTECHNICAL ENGINEERS AND
MATERIAL TESTING