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Northlake WE P10C-LR 960817FuGRO-McCLELLAND (SOUTHWEST), INC. 2880 Virgo Lane; Dallas, Texas 75229 Ph (214) 484-8301; Fax (214) 620-7328 MOISTURE/DENSITY RELATIONSHIP OF SOILS CLIENT: Site Concrete REPORT DATE: August 17, 1996 PROJECT: Northlake Woodlands 10C, Coppell, Texas PROJECT NO: 0761-2105 I- : : -'":..... -.. :.'.. ~.: SAMPLE DATE: August5;1996:--::-:-.: :;'. :.:: :.-:' i.'-'i~' METHOD OF TEST: ASTM D-698A SAMPLE IDENTIFICATION: Sample Description: Mix of tan sandy clay and dark brown silty clay with some gravel and black shaley clay Sample Origin: On site MOISTURE/DENSITY: Preparation Procedure: Moist Rammer Description: Mechanical Maximum Dry Density: (Ibs/cu ft) 117.0 Optimum Moisture Content (%): 13.3 ATTERBERG LIMITS: Liquid Limit: 31 Plastic Limit: 15 Plasticity Index: 16 GRAIN SIZE: Percent Passing (-200) Sieve: n/a Jose Rivera Fugro-McClelland Technician FUGP. O-McCLELLAND (SOUTHWEST), INC. Checked by: ~-7t'----~- SMH/br Distribution: Site Concrete - Mike Boney Northlake Woodlands Development - Steve Parsons FUGRO-McCLELLAND (SOUTHWEST), INC. ~ 2880 Virgo Lane; Dallas, Texas 75229 Ph (214) 484-8301; Fax (214) 620-7328 MOISTURE/DENSITY RELATIONSHIP OF SOILS CLIENT: site concrete REPORT DATE: August 17, 1996 PROJECT: Northlake Woodlands 10C, Coppell, Texas PROJECT NO: 0761-2105 I- :' :: ':'-.'::. 'i:. ;:.'.:.:.-:. -:.- .:::.SAMPLE DATE:-:August-5,i.1996.i-: ::.'.'..;::.' ..- - : ':' .-;.i ~'- METHOD OF TEST: ASTM D-698A SAMPLE IDENTIFICATION: Sample Description: Tan clayey sand Sample Origin: On site MOISTURE/DENSITY: Preparation Procedure: Moist Rammer Description: Mechanical Maximum Dry Density: (Ibs/cu ft) 124.0 Optimum Moisture Content (%): 11.3 ATTERBERG LIMITS: Liquid Limit: 26 Plastic Limit: 9 Plasticity Index: 17 GRAIN SIZE: Percent Passing (-200) Sieve: n/a Jose Rivera Fugro-McClelland Technician FUGRO-McCLELLAND (SOUTHWEST), INC. J Checked by: ~- ] SMH/br Distribution: Site Concrete - Mike Boney Northlake Woodlands Development - Steve Parsons · ~--'"-' '-~-IJIC-I~O FUGRO-McCLELLAND (SOUTHWEST), INC. ~ 2880 Virgo Lane; Dallas, Texas 75229 Ph (214) 484-8301; Fax (214) 620-7328 FIELD DENSITY REPORT CLIENT: Site Concrete REPORT DATE: August 17, 1996 PROJECT: Northlake Woodlands 10C, Coppell, Texas PROJECT NO.: 0761-2105 ': ':-::!:-:' ::" ::' :: ':': ':':' '::.~ '- ' : -. DATE PERFORMED:'AUgust 13, 1996.-.'.i!--:': '~:::':. :.~.: '::.~"-:.:.:' ' :i~i-:.~-:: .:~- MOISTURE/DENSITY RELATIONS Material Proctor Results Number Description Maximum Dry Density (ix:f) Optimum Moisture (%) 1 Tan clayey sand 124.0 11.3 2 Mix of tan sandy clay and dark brown silty clay 117.0 13.3 with some gravel and black shaley clay TEST RESULTS TEST PROCTOR LOCATION UNIT DRY MOISTURE PERCENT OF NO. NO. WEIGHT CONTENT PERCENT MAXIMUM DENSITY 1 I Block D, lot 14, 2nd lift 120.0 10.9 96.8 2 I Block D, lot 16, 2nd lift 120.2 11.2 97.0 3 I Block D, lot 18, 2nd lift 119.2 11.7 96.1 4 1 Block D, lot 20, 2nd lift 120.3 10.7 97.0 5 2 Block G, lot 2, 2nd lift 107.4 6.6* 91.7'* 6 2 Block G, lot 4, 2nd lift 108.1 5.2* 92.4** Remarks: * Does not meet project specifications for percent moisture content. · * Does not meet project specification for percent maximum dry density. Nell Rana Fugro-McClelland Technician FUGRO-McCLELLAND (SOUTHWEST), INC. Checked by: '~ / SMH/br Distribution: Site Concrete - Mike Boney Northlake Woodlands Development - Steve Parsons