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Waterside P3-LR 950524FUGRO-McCLELLAND (SOUTHWEST), INC. 2880 Virgo Lane; Dallas, Texas 75229 Ph (214) 484-8301; Fax (214) 620-7328 MOISTURE/DENSITY RELATIONSHIP OF SOILS CLIENT: Standard Pacific of Texas PROJECT NO: 0751-2031 PROJECT: Waterside Estal~.s #3, Coppell. Texas REPORT DATE: May 24, 1995 ....... ,,.,,,,, · . <..... .~ ;.:~;; .::::: :: .:. :::: .:::: :.:.:::::::::::,:::::::::::::::::::::: :::::::::::::::::::::::::::::::::::::::::::::::::::::::~:::::!:!:i:i:?~:!~!:i:::~:i:i:!i!i!:~!!~:~!~:~:!!!!!~!~!!!:!:i:i?: [ METHOD OF TEST: ASTM D-698A SAMPLE IDENTIFICATION: Sample Description: Light brown sandy clay and gray clay Sample Origin: Off site MOISTURE/DENSrrY: Preparation Procedure: Moist Rammer Description: Mechanical Maximum Dry Density: (lbs/cu ft) 109.5 Optimum Moisture Content (%): 16. I ATTERBERG LIMITS: Liquid Limit: 34 Plastic Limit: 15 Plasticity Index: 19 GRAIN SIZE: Percent Passing (-200) Sieve: n/a David Gardner Fugro-McClelland Technician FUGRO-McCLELLAND (SOUTHWEST), INC. SMH/br Checked by: ~~' ~ Distribution: Standard Pacific of Texas - Randy Lockhan City of Coppell - Larry Davis ~ FUGRO-McCLELLAND (SOUTHWEST), INC. 2880 Virgo Lane; Dallas, Texas 75229 Ph (214)484-8301; Fax (214) 620-7328 MOISTURE/DENSITY RELATIONSHIP OF SOILS EL[EM: Standard Pacific of Texas PROJECT NO: 0751-2031 PROJECT: Waterside Estates #3, Coppell, Texas REPORT DATE: May 24, 1995 METHOD OF TEST: ASTM D-698D ..- SAMPLE IDENTIFICATION: Sample Description: Tan sand with gravel Sample Origin: On site MOISTURE/DENSITY: Preparation Procedure: Moist Rammer Description: Mechanical Maximum Dry Density: (lbs/cu it) 128.5 Optimum Moisture Content (%): 10.5 ATTERBERG LIMITS: Liquid Limit: Non plastic Plastic Limit: Non plastic Plasticity Index: Non plastic GRAIN SIZE: Percent Passing (-200) Sieve: n/a David Gardner Fugro-McCl¢lland Technician FUGRO-McCLELLAND (SOUTHWEST), INC. SMI4Jbr Di~'ibution: Standard Pacific of Texa.~ - Randy Lockhart City of Coppell - Larry Davis FUGRO-McCI ;LL~.ND (SOUTHWEST), INC. 2880 Virgo Lane; Dallas, Texas 75229 Ph (214)484-8301; Fax (214) 620-7328 MOISTURE/DENSITY RELATIONSHIP OF SOILS CLIENT: Standard Pacific of Texas PROJECT NO: 0751-2031 PROJECT: Waterside Estates #3, Coppell, Texas REPORT DATE: May 24, 1995 METHOD OF TEST: ASTM D-698A SAMPLE ]])ENTIFICATION: Sample Description: Dark brown sandy clay with gray limestone and gravel Sample Origin: On site MOISTURe/DENSITY: Preparation Procedure: Mo/st Rammer Dcscription: Mechanical Maximum Dry Density: (lbs/cu fl) 108.9 Optimum Moisture Content (%): 18.4 ATTERBERG LIMITS: ,Liquid Limit: 35 Plastic Limit: 15 Plasticity Index: 20 GRAIN SIZE: Percent Passing (-200) Sieve: tva David Gardner Fugro-McClelland Technician FUGRO-McCLELLAND (SOUTHWEST), INC. Checked by: ~~ SMH/br Distribution: Standard Pacific of Texas - Randy Lockhart City of Coppell - Larry Davis FUGRO-McCLELLAND (SOUTHWEST), INC. 2880 Virgo Lane; Dallas, Texas 75229 Ph (214)484-8301; Fax (214) 620-7328 MOISTURE/DENSITY RELATIONSHIP OF SOILS CLIENT: Standard Pacific of Texas PROJECT NO: 0751-2031 PROJECT: Waterside Estat~ #3, Coppell, Texas REPORT DATE: May 24, 1995 METHOD OF TEST: ASTM D-698A SAMPLE IDENTIFICATION: Sample Description: Brown sandy clay with occasional gravel Sample Origin: On site MOISTURE/DENSITY: Preparation Procedure: Moist Rammer Description: Mechanical Maximum Dry Density: (lbs/cu it) 119.9 Optimum Moisture Content (%): 13.2 ATTERBERG LIMITS: Liquid Limit: 27 Plastic Limit: I 1 Plasticity Index: 16 GRAIN SIZE: Percent Passing (-200) Sieve: n/a David Gardner Fugro-McClelland Technician FUGRO-McCLELLAND (SOUTHWEST), INC. Checked by: ~)~ ~ SMHIbr Distribution: Standard Pacific of Texas - Randy Lockhart City of Coppcll - Larry Davis FUGRO-McCLELLAND (SOUTHWEST), INC. 2880 Virgo Lane; Dallas, Texas 75229 Ph (214)484-8301; Fax (214) 620-7328 OBSERVATION OF CONCRETE PLACEMENT CLrENT: Standard Pacific of Texas REPORT DATE: May 24, 1995 PROJECT: Waterside Estates//3, Coppell, Texas PROJECT NO: 07~-2031 General Contractor: Method of Test: Applicable ACI Recommendations and ASTM Standards Results / Remarks: Concrete placement observation was performed at thc Manhole, station 7+30 following location: Time placement began: 11:30 am Time placement ended: 12:00 noon Total cubic yards placed: 7 Slump range (inche~): 1.5 Slump required (inches): 2.0 Concrete supplier and plant: Pioneer/24 Concrete temperature range (°F): 90oF Strength required (ps//days): 4000/28 Number of cylinders made: 4 Superplasti¢izer used: No David Gardner Fugro-McClelland Technician FUGRO-McCLELLAND (SOUTHWEST), INC. Distribution: Standard Pacific of Texas - Randy Lockhart City of Coppell - Larry Davis FUGRO-McCLELLAND (SOUTHWEST), INC. i 2880 Virgo Lane; Dallas, Texas 75229 Ph (214)484-8301; Fax (214) 620-7328 FIELD DENSITY REPORT CLIENT: Standard Pacific of Texas PROJECT NO.: 0751-2031 PROJECT: Waterside Estates #3, Coppell, Texas REPORT DATE: May 24, 1995 ........... · , a~.18..:~95 ", ,' ",, ,,,", , i ;.'.' ,-;;,;;; ;.;,;;-;~-.-;:;;:;:':;:; ;C:~ ~-~ :;:;:: :-:;:;;'.: :,-:;:i::,'::i::::~:::::;i::::::: ~:::: ::i::~i:::: :,:i:?:?!?:i: i:~: ~ :!:: :! MOISTURE/DENSITY RELATIONS Materisl Proctor Results Number Description Maximum Dry Density (pt'q) Optimum Moisture (%) i Dark brown sandy clay with gray limestone and gravel 108.9 18.4 2 Brown sandy clay with occasio~ gravel 119.9 13.2 TEST RESULTS TEST PROCTOR LOCATION UNIT DRY MOISTURE PERCENT OF NO. NO. WEIGHT CONTENT PERCENT MAXIMUM DENSITY 6 1 Water main, block G, lot 1, 2 feet below 104.5 18.8 96.0 7 1 Sewer main, line A, station 9+00, 2.5 feet 104.4 17.9 95.9 below grade 8 1 Water main, block G, lot 8, 2 feet below 99.5 21.3 91.4 9 1 Sewer main, line A, station 6+00, 4 feet 99.6 20.7 91.5'* below grade 10 1 Water main, block G, lot 12, 2 feet below 107.7 16.4 98.9 grade 11 2 Water main, block H, lot 11, 2 feet below 113.9 16.2 95.0 12 1 Water main, block H, lots 4 and 5, 2 feet 104.9 17.2 96.4 below grade Remarks: ** Does not meet project specifications for percent m~ximum dry density. David Gardner Fugro-McClelland Technician FUGRO-McCLELLAND (SOUTHWEST), INC. Distribution: Standard Pacific of Texas - Randy Lockhart City of Coppell - Larry Davis FUGRO-McCLELLAND (SOUTHWEST), INC. 2880 Virgo Lane; Dallas, Texas 75229 Ph (214) 484-8301; Fax (214) 620-7328 FIELD DENSITY REPORT CLIENT: Standard Pacific of Texas PROJECT NO.: 0751-2031 PROJECT: Waterside Estates #3, Coppcll, Texas REPORT DATE: May 24, 1995 ::iii::i::iiiii::Si::iiiii::i i:: i::i ii ii iiiii:.iiiiiiiiiii::i::.ii ii iiiiD~ :~ ~ ~i~: :~: :' :::~:.: ::::i~ .: ~:: ::. : MOISTURE/DENSITY RELATIONS Material Proctor Results Number Description Maximum Dry Density (pc0 Optimum Moisture (%) 1 Brown sandy clay with occasional gravel 119.9 13.2 2 Dark brown sandy clay with gray limestone fi"agmcnts 108.9 18.4 TEST RESULTS TEST PROCTOR LOCATION UNIT DRY MOISTURE PERCENT OF NO. NO. WEIGHT CONTENT PERCENT MAXIMUM DENSITY 1 1 Trench backfill, sanitary sewer line A, station 116.7 16.1 97.3 0+10, 2 feat below grade 2 2 Trench backfill, sanitary sewer line A, station 107.0 18.3 98.5 3+50, 4 feat below grade 3 2 Trench backfill, sanitary sewer line B, station 107.7 19.1 98.9 0+20, 4 feat below grade 4 2 Trench backfill, sanitary sewer line B, station 109.0 19.3 100.0 2+50, 2 feet below grade 5 2 Trench backfill, sanitary sewer line C, station 103.5 19.5 95.0 1+50, 3 feat below grade Remarks: All densities meat project specifications unless otherwise noted. .Jose R. ivera Fugro-McClelland Technician FUGRO-McCLELLAND (SOUTIIWEST), INC. Checked by: ~ ¢ ~ SMH/br Distribution: Standard Pacific of Texas - Randy Lockhart City of Coppell - Larry Davis FUGRO-McCLELLAND (SOUTHWEST), INC. 2880 Virgo Lane; Dallas, Texas 75229 Ph (214) 484-8301; Fax (214) 620-7328 FIELD DENSITY REPORT CLIENT: Standard Pacific of Texas PROJECT NO.: 0751-2031 PROJECT: Waterside Estates//3, Coppell, Texas REPORT DATE: May 24, 1995 [ .................. AI:E :~E~O~D.:.:.Ma ~a:::~99 MOISTURE/DENSITY RELATIONS Material Proctor Results Number Description Maximum Dry Density (pcf) Optimum Moisture (%) 1 Tan sand with gravel 128.5 10.5 2 Brown sandy clay with occasional gravel 119.9 13.2 3 Dark brown sandy clay with gray limestone and gravel 108.9 18.4 TEST RESULTS ~rsr raocroa U:~CA~O~ trn-rr nay Mo~s-rum~ rzacz~ or NO. NO. WEIOlrr CONTENT PERCENT MAXIMUM DENSITY 13 2 27-inch storm sewer, line B, stat/on l+00, 2 115.2 15.6 96.1 feet below grade 14 2 Sanitary sewer, line A, lateral, block G, lot 113.9 13.5 95.0 12, 2 feet below grade 15 3 Sanitary sewer, line A, lateral, block G, lot 5, 107.0 20.9 98.3 2 feet below grade 16 3 8-inch water line, 1-inch service on block G, 104.3 18.4 95.8 lot 3, 2 feet below grade 17 3 8-inch sanitary sewer, line C, block H, lot 4, 2 104.4 18.9 95.9 feet below grade 18 3 1-inch water service, block H, lot 8, 2 feet 14.9 17.8 96.3 below grade 19 3 8-inch sanitary sewer, line B, block H, lot 11, 104.9 18.2 96.3 2 feet below grade 20 2 1-inch water service, block H, lot 15, 2 feet 114.7 11.8 95.7 below grade Remarks: All densities meet project specifications unless otherwise noted. .Neil Rana Fugro-McClelland Technician FUGRO-McCLELLAND (SOUTIlWEST), INC. Distribution: Standard Pacific of Texas - Randy I.x~ckhart City of Coppell - Larry Davis