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Northlake WE P10C-LR 970113FUGRO-McCLELLAND (SOUTHWEST), INC. 2880 Virgo Lane; Dallas, Texas 75229 Ph (972) 484-8301; Fax (972) 620-7328 MOISTURE/DENSITY RELATIONSHIP OF SOILS CLIENT: Site Concrete REPORT DATE: January 13, 1997 PROJECT: Northlake Woodlands 10C, Coppell, Texas PROJECT NO: 0761-2105 I'!-' ..' ." '. "' ." ;i ~-: ...':!': -- -SAMPLE DATE:' JanUary-6; 1997 -"; :' ' .-:-. :.:: .:'i:':.::i;'.- . . '.:::::- METHOD OF TEST: ASTM D-698A SAMPLE IDENTIFICATION: Sample Description: Brown silty clay (lime treated) Sample Origin: On site MOISTUREJDENSlTY: Preparation Procedure: Moist Rammer Description: Mechanical Maximum Dry Density: (Ibs/cu ft) 111.4 Optimum Moisture Content (%): 16.9 ATTERBERG LIMITS: Liquid Limit: 22 Plastic Limit: 18 Plasticity Index: 4 GRAIN SIZE: Percent Passing (-200) Sieve: n/a Neil Rana Fugro-McClelland Technician FUGRO-McCLELLAND (SOUTHWEST), INC. Checked by: SMH/br Distribution: Site Concrete - Mike Boney Site Concrete - Jean Boney Northlake Woodlands Development - Steve Parsons FUGRO-McCLELLAND (SOUTHWEST), INC. : 2880 Virgo Lane; Dallas, Texas 75229 Ph (972) 484-8301; Fax (972) 620-7328 MOISTURE/DENSITY RELATIONSHIP OF SOILS CLIENT: site Concrete REPORT DATE: January 13, lgg7 PROJECT: Northlake Woodlands 10C, Coppell, Texas PROJECT NO: 0761-2105 I':-' :.':.'i:i'i:'i:!:::: :..::ii'.' i i'. ?::'~ i':i':?~ ~..'!i::?:.'-::-'i ::.i:.-.i:?:::i:'i::::i:.'.~.:i::~/::'.: i ~:.:i.i :: iSAMPLEDATE: .~'JanUary' 6~ :19977.::"-?: :::: :::;:::: :::::::: :~ !::? :.:i-i:?- ".:.::.:: :.:: :.:..i ~-'?i.?.. :/??¥:?:::';;:-' I METHOD OF TEST: ASTM D-698A SAMPLE IDENTIFICATION: Sample Description: Light brown and tan silty clay (lime treated) Sample Origin: On site MOISTURE/DENSITY: Preparation Procedure: Moist Rammer Description: Mechanical Maximum Dry Density: 0bs/cu ft) 116.0 Optimum Moisture Content (%): 15.2 ATTERBERG LIMITS: Liquid Emit: 22 Plastic Emit: 17 Plasticity Index: 5 GRAIN SIZE: Percent Passing (-200) Sieve: n/a Nell Rana Fugro-McClelland Technician FUGRO-McCLELLAND (SOUTHWEST), INC. Checked by: SMl-i/br Distribution: Site Concrete - Mike Boney Site Concrete - Jean Boney Northlake Woodlands Development - Steve Parsons ---W-~'~--- FUGRO-McCLELLAND (SOUTHWEST), INC. - 2880 Virgo Lane; Dallas, Texas 75229 PI1 (972) 484-8301; Fax (972) 620-7328 MOISTURE/DENSITY RELATIONSHIP OF SOILS CLIENT: Site Concrete REPORT DATE: January 13, 1997 PROJECT: Northlake Woodlands 10C, Coppell, Texas PROJECT NO: 0761-2105 !. i.:-~: :~..-:~: ~-~'!.?;':~: ::..:i :::'-.:~: ?!;i::i'i i~'!:::::-i ::~:'~: ::.:i: ::!:-i !? ::??i::' ~-~ :.i :~::i?, SAM PLE! DATE :'.' 'danu ary. 6i.. ::1997: ;.::':~ i ~::':i ;. '~-~:.: ~-:: ::. ~.~::i:'~ :~-i-::.-~'-~: :-.:':: :~.:::~ ;':. ?: ::: .... 'i': !.i'-:,'i:. I METHOD OF TEST: ASTM D-698A SAMPLE IDENTIFICATION: Sample Description: Dark gray clay (lime treated) Sample Origin: On site MOISTURE/DENSITY: Preparation Procedure: Moist Rammer Description: Mechanical Maximum Dry Density: (Ibs/cu ft) 107.0 Optimum Moisture Content (%): 19.0 ATTERBERG LIMITS: Liquid Limit: 28 Plastic Limit: 21 Plasticity Index: 7 GRAIN SIZE: Percent Passing (-200) Sieve: n/a Neil Rana Fugro-McClelland Technician FUGRO-McCLELLAND (SOUTHWEST), INC. Checked by: C"'~,~~''~ \'~ SMH/br Distribution: Site Concrete - Mike Boney Site Concrete - Jean Boney Northlake Woodlands Development - Steve Parsons FUGRO-McCLELLAND (SOUTHWEST), INC. * 2'880 Virgo Lane; Dallas. Texas 75229 Ph (972) 484-8301; Fax (972) 620-7328 LIME STABILIZED SOIL PULVERIZATION REPORT site Concrete REPORT DATE: Janumy 13, 1997 PROJECT: Northlake Woodlands 10C, Coppell, Texas PROJECT NO: 0761-2105 :':~,.:.:,?:'::.~.i'~:-i i-!i".i-. ~?~--'i'i..:::'::.'~:- i!' ~,-.i:':"DATE'PERFORMEDi:iLIanUary! 6-~.. 1~99771.::: :.-::-i i'.:~. ':i~..?:-.--~: :':,..-i-.i. :.i~,'.'-:-.:~, :.:.. ?i::. ?. Contractors on Site: site concrete Pulverization/Gradation tests were performed. Locations and results are listed below: LIME STABILIZED SOIL PULVERIZATION TEST RESULTS Location Percent Passing Percent Passing 1 3/4" Sieve ~4 Sieve I Hummingbird Drive. station 6+S0 100 71 2 Willet Drive, station 6+00 100 7S 3 Willet Drive, station 8+50 100 72 4 Sea Hawk Court 100 77 5 Alley E, station 4+50 100 69 6 Alley E, station 7+50 100 72 7 Alley G, station 3+00 100 76 8 Alley G, station 6+00 100 73 9 Alley G, station 9+00 100 70 10 Alley H, station 15+00 100 65 11 Alley H, station 18+00 100 67 12 Alley H, station 21+00 100 63 13 Alley H, station 24+00 100 63 14 Alley H, station 27+00 100 62 15 Millard Drive, station 20+00 100 62 16 Millard Drive, station 23+00 100 64 17 Millard Drive, station 25+50 100 63 18 Blue Jay Lane, station 19+50 100 64 Project Requirements: Minimum 100% Minimum 60% SPECIFICATIONS: SDHPT Item 260.4 (1972) #4 Sieve SDHPT Item 260.4 (1982) 3~4" Sieve Fugro-McClelland Technician FUGRO-McCLELLAND (SOUTHWEST), INC. Checked By: ~. ~'~r Site Concrete - Mike Boney Site Concrete - Jean Boney Northlake Woodlands Development - Steve Parsons FUGRO-McCLELLAND (SOUTHWEST), INC. ' 2880 Virgo Lane; Dallas, Texas 75229 Ph (972) 484-8301; Fax (972) 620-7328 MOISTURE/DENSITY RELATIONSHIP OF SOILS CLIENT: Site Concrete REPORT DATE: January 13, 1997 PROJECT: Northlake Woodlands 10C, Coppell, Texas PROJECT NO: 0761-2105 I' ~ ?,'~.~.-' i~ ?? i i~ i-i'.?~?! i.?,.ii~?~' i"~''' ~i~i~'~-?,?~-~-i'~?';?,'?'~ ~-~SAMPLE DATE:~-~January-37.1997~. ~.~..?~-'~. ~ 'i.. ~ ~ .-.'.~ ~..: ~. ~ ~,.~. !. ~.~'~'. ~ ,?,~'~¥ i~ ~'~.-~-~/~ i'~-~,~-~. ~-'~ ??1 METHOD OF TEST: ASTM D-698^ SAMPLE IDENTIFICATION: Sample Description: Brown silty clayey sand with small rocks (cement treated) Sample Origin: On site MOISTURE/DENSITY: Preparation Procedure: Moist Rammer Description: Mechanical Maximum Dry Density: (Ibs/cu fl) 123.0 Optimum Moisture Content (%): 11.6 ATTERBERG LIMITS: Liquid Limit: 19 Plastic Emit: 13 Plasticity Index: 6 GRAIN SIZE: Percent Passing (-200) Sieve: n/a Neil Rana Fugro-McClelland Technician FUGRO-McCLELLAND (SOUTHWEST), INC. Checked by: ~----~_~ \~ SMH/br Distribution: Site Concrete - Mike Boney Site Concrete - Jean Boney Northlake Woodlands Development - Steve Parsons FUGRO-McCLELLAND (SOUTHWEST), INC. =~ 2880 Virgo Lane; Dallas. Texas 75229 Ph (972) 484-8301; Fax (972) 620-7328 MOISTURE/DENSITY RELATIONSHIP OF SOILS CLIENT: Site concrete REPORT DATE: January 13, 1997 PROJECT: Northlake Woodlands 10C, Coppell, Texas PROJECT NO: 0761-2105 I: :-'!'~ i:: ::'.!.?-i:..!:~:i?. :-!~:??:'.~.?. :~.i-.~' i':?~::.?::~-: ?~i:~':'.i'~:.~i?~:.i::.'::. SAMPLE 'DATE:.:.~January:~ 311 ~1997:~?. :: :'.i :~'i :' ~ ~-~ i: :~.:...'.:: ~ :...~ i-!.i 'i i.: '-~.~.'..-i~i.'~-~:.=.' '=/?~-i?= ~'. ~'1 METHOD OF TEST: ^STM D-696^ SAMPLE IDENTIFICATION: Sample Description: Dark gray sandy clay with small rocks (cement treated) Sample Origin: On site MOISTURE/DENSITY: Preparation Procedure: Moist Rammer Description: Mechanical Maximum Dry Density: (Ibs/cu ft) 118.2 Optimum Moisture Content (%): 12.0 ATTERBERG LIMITS: Liquid Limit: 22 Plastic Limit: 15 Plasticity Index: 7 GRAIN SIZE: Percent Passing (-200) Sieve: n/a Nell Rana Fugro-McClelland Technician FUGRO-McCLELLAND (SOUTHWEST), INC. Checked by: SMH/br Distribution: Site Concrete - Mike Boney Site Concrete - Jean Boney Northlake Woodlands Development - Steve Parsons