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Creekview II L2-LR 940203
G~O- --" CON~TING ENGINEERS ~r~p ,vironmenta[ Assessments ~'-~, Soils & Fou~ations Construction ~aterJa[s Testing "Excettence ~ Ex~rience" C~rcia[ & l~ustria[ %ns~ction PO Box 925~8 * S~th[ake, ~exas 7609~ · (817) E~9-0281 DAILY CONSTRUCTION REPORT PROJECT: Eye Clinic Parking Lot LOCATION: Coppell JOB #: 93-1020 DATE: 02-03-94 DAY: Thursday TIME: 3-5pm CLIENT: MSI Inc CONTRACTOR: Empire Excavation ACTIVITIES: WEATHER: Cloudy & Cool LOW TEMP: 39F HIGH TEMP: 52F Travelled to job site, as requested, to collect one (1) soil sample for Moisture-Density Relations. Returned to office. Bill Zeeh Technician G~O-- ~ CONB'~TING ENGINEERS IN: T~QUe E,.., ro.~enta[ Assess~nts ~. Soils & Fo~ati~s Construction Hate~ia[s Testing "Excet[e~e by Ex~rience" C~cia[ & l~ustria[ Ins~ction PO Box 92548 * South[ake, Texas 76~92 * (817) ]29-0281 MOXSTURE - DENSITY RELATIONS PROJECT: Eye Clinic Parking Lot LOCATION: Coppell JOB ~: 93-1020 Di~TE: 02-07-94 Di~Y: Monday CLIENT: M S I Construction CONTRACTOR: Empire Excavating M~TERIAL TYPE: (Select) Reddish Brown Clayey Sand 121 119 -- 117 115 113 4 _ 6 8 10 12 14 16 18 WATER CONTENT, PERCENT TYPE OF TEST= RESULTS= XX Btandard Proctor Maximum Dry Density 118.8 PBF Modified Proctor Optimum Moisture Content 11.8 % Other: PROCTOR # 1