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Coppell Trade 2-LR070210
11440 Reeder Rd. • Dallas, Texas 75229 Tel. 214-352-4100 Fax. 214-352-4811 MOISTURE/DENSITY RELATIONSHIP OF SOILS CLIENT: Holt Lunsford Commercial REPORT DATE: 2-10-2007 PROJECT: Coppell Trade Center Building D FCI REPORT NO: M06-1165 Coppell, Texas SAMPLE DATE: 2-7-2007 METHOD OF TEST: ASTM D-698 (Method A) ASTM D-4318 SAMPLE IDENTIFICATION: Sample Description: Sample Origin: MOISTUREIDENSITY: Preparation Procedure: Rammer Description: Maximum Dry Density: (Ibs/cu ft) Optimum Moisture Content (%): ATTERBERG LIMITS: Liquid Limit: Plastic Limit: Plasticity Index: Technician: Dustin Allen 2 Tannish Brown Sandy Glay with Orange Sand seams On site -paving subgrade north of building Moist Manual 112.9 16.8 34 17 17 FARGO CONSULTANTS, INC. ;' Distribution: Holt Lansford Commercial -Ken Ne Mcfadden & Miller-Jon Jacobson City of Coppell -Larry Davis s I Checked by: 4 ~v 2 ~`' Geotechnical Engineering • Construction Materials Testing • Environmental Services www. dallasfargo. com