Coppell Trade 2-LR061120~% ~ 11440 Rccder Rd. llallas, Texas 7522)
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REPORT OF FIELD COMPACTION
Tested For: Holt Lunsford Commercial Date Performed: 11/20/2006
Project Name: Coppell Trade Center Building D FARGO Project No. M06-1165
Coppell, Texas
Density: Per ASTM D-2922 Gauge Manufacturer: Humboldt
Moishire: Per ASTM D-3017 Gauge Model: HS-5001 EZ
Test Mode: Direct Transmission Probe Depth: 12 inches
Moisture-Density Relations
Proctor No. Material Description Optimum Moisture(%) Max. Dry Density (pcf)
1 LT Reddish Brown and Tan Sandy Clay (lime treated) 23.5 97
Field Test Results
Test Elevation Location Proctor DryDensity Percent Percent
No. /Lift No (pcf) Moisture Density
35 FG Building pad, 30'S by 300'W from NE buildign corner 1 LT 95.8 24.5 gg.g
36 FG Building pad, 90'S by 267'W from NE building corner 1 LT 94.9 22.4 97.8
37 FG Building pad, 31'S by 302'W from NE building corner 1LT 87.1 26.9 gg,g*
38 FG Building pad, 100'S by 235'W from NE building corner 1LT 86.7 24.2 gg,4*
39 FG Building pad, 30'S by 233'W from NE building corner 1LT 88.8 22.7 91.5'
40 FG Building pad, 90'S by 20'W from NE building corner 1LT 92.9 21.7 95.8
41 FG Building pad, 25'N by 90'W from SE building corner 1 LT 93.9 22.3 96.8
42 FG Building pad, 75'N by 155'W from SE building corner 1LT 95.5 23.5 98.5
Asterisk (*) after- test result indicates non-compliant test result
Technician: Juan Carlos Espinosa Respectfully Subnaitte~l
Fargo Consultants, Inc.
Distribution: Hok Lansford Cotmnercial -Ken Newman
Mcfadden & Miller- Jon Jacobson
City of Coppell - Lze Stone ~
Checked By:
LIMITATIONS: This report presents test results (at particular locations noted) based on data obtained from specific samples selected for testing. Fargo Consultants, Inc. assumes no
responsibility for variation in quality, performance, feature or conditions beyond its control. This report is For the exclusive use of the person(s) to whom it is
addressed and may not be reproduced except in full without the written approval of Fargo Consultants, Inc.