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SS9701-LR 940721MAXIM ENGINEERS, INC. 2342 Febene · P.O. Box 59902 · Dell~, TX 75229 Engineering ~md Envkonmentei Coneultant~ (214) 247-7575 · FAX (214) 241-4931 MOISTURE DENSITY R~I.&TIONSHIP REPORT 07/21/94 City of Coppeil 0393000626 07/18/94 Grapevine Creek Sewer Branch, phase I and II ~ PO# 8616 - Grapevine, Texas Moisture/Density Relations of Soil ASTM D 698 A Rammer Type ................................... Preparation Procedure ............................. Material Description .............................. Unified Soil Classification ........................... Material Origin .................................. Liquid Limit .................................... Plastic Limit .................................... Plasticity Index .................................. Percent Passing No. 200 Sieve ....................... Maximum Density ................................ Mechanical Dry Brown silty sandy clay with some dark brown shale CL Sanitary sewer, Station 12+00, 10' below grade 3O 15 15 31.9 percent 115.2 lbs./cu, ff. Optimum Moisture ............................... 13.7 percent Technician: P. Butler/J. Allen/M. Nabi /cey City of Coppell - Jim R. Ragsdill City of Coppell - Garreth Campbell, Sr. Thi~reportb for~..e~oet~e~*,.dient,d, dr.,e~sed The ~s~ofo.rcompa.yn~me mas, receiveourpriorwrit~neonsea,. This reportappliesoalytothesam~71~ste~lt~d0~sd~ does not necessarily representlden~cal or similar samples. ~ -' , · MA)QM ENGINEERS, INC. 2342 Faben$ · P.O. Box 59902 · Deliaa, TX Engineering and Environmental Consultants (214) 247-7575 · FAX (214) 24 MOISTURE DENSITY REI.ATIONSHIP REPORT lden~ic~m T~ Pr~m 07/21/94 s,=~, u,~ 07/18/94 city of Coppe, ¢ 41 0393000626 Grapevine Creek Sewer Branch, Phase I and II - PO# 8616 - Grapevine, Texas Moisture/Density Relations of Soil ASTM D 698 Rammer Type ................................... preparation proceaure ............................. ~ater~al Des~ption .............................. Unified Soil Classification ........................... Material Origin .................................. Liquid Limlt ................................... Plastic Limit ................................... Plasticity Index ................................. Percent Passing No. 200 Sieve ...................... Maximum Density ............................... Optimum Moisture .............................. Mechanical Dry Reddish yellowish brown elaye; sand with gravel and dark brow~ shale CL Sanitary sewer, Station 8+00, below grade 21 12 9 22.6 percent 121.0 lbs./cu.ft. 11.5 percent Technician: P. Butler/J. Allen/M. Nabi /cey City of Coppell - Jim R. Ragsdill City of Coppell - Garreth Campbell, Sr. report b for ~e ~ole use o.f ~he .di~.n tad. dr..e~ed. T~,e use of our company name mu~t receive our prior written consent. This repot t ~ppliesonly to ~he ~mph tested, and oes not aecessamy represent ~aent~c~l or smmar ~mpte~. 9749 (101506)