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Complete Compiled Specification.pdf - Peck Ormsby Construction

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PSI Job No.: 710-85060<br />

Drilling Method: 3.25-in. I.D. HSA<br />

Project: Proposed Addition to Sego Lily Elementary School Sampling Method: SS, SH<br />

Location: 550 East 900 North<br />

Hammer Type: 140-lb/30-in. drop<br />

Lehi, Utah Latitude:<br />

N<br />

Longitude:<br />

W<br />

Elevation, (feet)<br />

Depth, (feet)<br />

0<br />

5<br />

10<br />

15<br />

20<br />

Graphic Log<br />

Sample Type<br />

Sample No.<br />

Recovery (inches)<br />

Completion Depth:<br />

Date Drilling Started:<br />

Date Drilling <strong>Complete</strong>d:<br />

Logged By:<br />

Driller & Rig Type:<br />

1<br />

2<br />

3<br />

4<br />

5<br />

6<br />

7<br />

2779 South 600 West<br />

Salt Lake City, Utah 84115<br />

PH: (801) 484-8827<br />

Fax: (801) 487-3312<br />

Surface Elev.: ft<br />

TOPSOIL:<br />

-- Sandy Lean Clay, brown, with roots<br />

Sandy Lean Clay:<br />

-- medium stiff, brown<br />

Poorly-Graded Sand with Silt:<br />

-- medium dense, brown<br />

Silty Sand:<br />

-- medium dense, brown<br />

Silt:<br />

-- very stiff, brown<br />

Bottom of Boring @ 20-ft<br />

20.0 ft<br />

11/17/08<br />

11/17/08<br />

Tim<br />

PSI<br />

MATERIAL DESCRIPTION<br />

Sample Types:<br />

Auger Cutting<br />

Split-Spoon (SS)<br />

Rock Core<br />

USCS Classification<br />

Penetration Resistance<br />

(per 6-inch)<br />

12-13-14<br />

SP-SM<br />

7-9-8<br />

5-5-5<br />

10-13-15<br />

Shelby (SH)<br />

Dry Density (pcf)<br />

6<br />

Mod. California (MCAL)<br />

LOG OF BORING: B-2<br />

Moisture (%)<br />

1<br />

0<br />

PENETRATION<br />

RESISTANCE<br />

blows/ft<br />

PL<br />

Moisture<br />

LL<br />

50<br />

STRENGTH, tsf<br />

Qu<br />

Remarks:<br />

2.0<br />

While Drilling<br />

After Drilling<br />

After 24 Hours<br />

100<br />

Qp<br />

4.0<br />

Sheet 1 of 1<br />

WATER LEVELS<br />

NOTES<br />

Gradation @ 2-ft:<br />

Granular = 91%<br />

Fines = 9%<br />

16 FT<br />

14.5 FT<br />

Figure B-2<br />

N/A

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