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Huntington-LR 921217MAXIM ENGINEERS, INC. Engineering and Environmental Consultants 2342 Fabens • P.O. Box 59902 • Dallas, TX 75229 (214) 247-7575 • FAX (214) 484-5804 MOISTURE DENSITY RELATIONSHIP REPORT Report Date 12/17/92 Sample Dale 12/09/92 TO Centex Real Estate Project # 0392002.034_._ ~. ~°;ed Huntington Ridge -Coppell, Texas Identit`kation ensity Relations of Soil Test Procedure ASTM D-698-A, ASTM D-4318, ASTM D-1140 Results Rammer Type ................................... Mechanical Preparation Procedure ............................. Moist Material Description .............................. Red brown clayey sand with red clayballs Unified Soil Classification ........................... SC Material Origin .................................. On-Site Liquid Limit .................................... 30 Plastic Limit .................................... 14 Plasticity Index .................................. 16 Percent Passing No. 200 Sieve ....................... 40.6 percent Maximum Density ................................ 115.1 lbs./cu.ft. Optimum Moisture ............................... 14.1 percent Technician: B. Cooper /br Centex Real Estate Corporation -Derek Earle Rodman Excavation -Rod Vilhouer City of Coppell -Larry Davis for the sok use of the dient addressed. The use of our company name must receive our prior written mnsent. ~~urt~r~t plies only to the sample tested. and ~ri~sepresentidentical or similar samples. ~/ 00668 MAXIM ENGINEERS, INC. 1342 Fabens • P.O. Box 59902 • Dallas, TX 75229 Engineering and Environmental Consultants (214) 247-7575 • FAX (214) 484-5804 MOISTURE DENSITY RELATIONSHIP REPORT ~ Report Date 12/17/92 Sample Date 12/09/92 T~ Centex Real Estate ProjeM # 0392002034 Project Huntington Ridge -Coppell, Texas Identification Moisture/Density Relations of Soil Test Procedure ASTM D 698-A, A$TM D-4318, ASTM D-1140 Results Rammer Type ................................... Mechanical Preparation Procedure ............................. Moist Material Description .............................. Brown silty sandy clay with brown clayballs with gray seams Unified Soil Classification ........................... SC Material Origin .................................. On-Site Liquid Limit .................................... 27 Plastic Limit .................................... 12 Plasticity Index .................................. 15 Percent Passing No. 200 Sieve ....................... 44.6 percent Maximum Density ................................ 116.9 lbs./cu.ft. Optimum Moisture ............................... 12.9 percent Technician: B. Cooper /br Centex Real Estate Corporation -Derek Earle Rodman Excavation - Rad Valhouer City of Coppell -Larry Davis This report is for the sole use of the client addressed. The use of our mmpany name must receive our prior written rnnsent. T 'report applies only to the sample tested~aGfi7 does not necessarily represent identical or similar samples. 1dA]m[ II~(~ikIIlS. lNG MAXIM ENGINEERS, INC. 2342 Fabens • P.O. Box 59902 • Dallas, TX 75229 FJtgin•erirtg and Environmental Consultants (214) 247-7575 • FAX (214} 484-5804 MOISTURE DENSITY RELATIONSHIP REPORT ~ Report Date 12/1'/92 Sample Date 12/09/92 T° Centex Real Estate Project # 0392002034 ~oje~ Huntington Ridge -Coppell, Texas Identification Moisture/Density Relations of Soil Test Procedure ASTM D 698-A, ASTM D-4318, ASTM D-1140 Resnl[s Rammer Type ................................... Mechanical Preparation Procedure ............................. Moist Material Description .............................. Red brown clayey sand with fine roots and organics Unified Soil Classification ........................... SC Material Origin .................................. On-Site Liquid Limit .................................... 28 Plastic Limit .................................... 14 Plasticity Index .................................. 14 Percent Passing No. 200 Sieve ....................... 37.0 percent Maximum Density ................................ 115.5 lbs./cu.ft. Optimum Moisture ............................... 13.5 percent Technician: B. Cooper /br Centex Real Estate Corporation -Derek Earle Rodman Excavation -Rod Vilhouer City of Coppell -Larry Davis This report is for the sow use of the client addressed. The use of our mmpany natne must receive our prior written consent. This report applies only to the sample tested and does not necessarily represent identical or siatilar samples. Obfi69 1sA7tM flr(~Jg]tS, tNG - MAXIM ENGINEERS, INC. 't342 Fabens • P.O. Box 59902 ~ Dallas, TX 75229 Engineering and Environmental Consultants (214) 247-7575 ~ FAX {214) 484-5804 MOISTURE DENSITY RELATIONSHIP REPORT ~ Report Date 12/17/92 Sample Date 12/09/92 T~ Centex Real Estate Proven # 0392002034 P<o~~ Huntington Ridge -Coppell, Texas Identification Moisture/Density Relations of Soil Tes[ Procedure ASTM D 698-C, ASTM D-4318, ASTM D-1140 Results Rammer Type ................................... Mechanical Preparation Procedure ............................. Moist Material Description .............................. Dark gray shaley clay with limestone fragments and fines Unified Soil Classification ........................... CH Material Origin .................................. On-Site Liquid Limit .................................... 56 Plastic Limit .................................... 26 Plasticity Index .................................. 30 Percent Passing No. 200 Sieve ....................... 82.7 percent Maximum Density ................................ 92.0 lbs./cu.ft. Optimum Moisture ............................... 26.9 percent Technician: B. Cooper /br Centex Real Estate Corporation -Derek Earle Rodman Excavation -Rod Vilhouer City of Coppell -Larry Davis This report is for the sok use of the dient addressed. The use of our company name must receive our prior written mnsent This re rt applies only to the sample tested~a6n~o does not aeoessarily rcprcseotidentinl or similar samples. wmr ravar~rmc. txc_