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Park West CC(15)-LR 940926 MO I STURE DENSITY RELAT ! ONS Curve No.: 941351 Project No.: Dote: 9-26-1994 Project: Wrangler Road Trench Line Location: City of Coppel I 140 130 120 110 ~ 1 O0 9O 8O 7O Elev/Depth: Remmrks: Prentess Prop. MATERIAL DESCRIPTION Description: Orange and Ton Shaley Clay Sta.4+00,10-12 Ft. Classifications: USCS: AASHTO: Not. Moist. = % Sp.6. = 2.65 Liquid Limit = Plasticity Index = TEST RESULTS Maximum dry density = 98.0 pcf Optimum moisture = 22.5 % · ~ · Test specification: · % ~ ASTM D 698-91 Method A, Standard ~. ,. 100% SATURAT I ON CURVES ~ %. N FOR SPEC. (;RAV. EQUAL TO: 5 10 15 20 25 30 3.5 / / 4-0 -HBC ENGINEERING., INC. MO I STURE DENS I TY RELAT IONS Curve No.: 941~350 Project No.: Dote: 9-26-1994 Project: Wrongler Rood Trench Line Locotion; City of Coppel I Elev/Depth: Remorks: Prentess Prop. MATERIAL DESCRIPTION Description: Yel Iowish Ton Cloy Sto.4+O0 7-9 Ft. CIossificotions: USCS: AASHTO: Not. Moist. = % Sp.G. = 2.65 Liquid Limit = Plosticity Index = 140 13O 120 110 100 ~0 8O 7O TEST RESULTS Moximum dry density = 98.5 pcf Optimum moisture = 22.5 % · ~ ~, Test specificotion: ~ ~, ~ ASTM D 698-91 Method A, Stondord ,, ~ ~ " 100~ SATURATION CURVES ~ ~ ~ FOR SPEC. GRAV. EQUAL TO: ~ %!~ 2.8 ~ ~~ 2.7 0 .5 10 15 20 2.5 /0 50 / ~5 ~ 40 Woter content, % ~'y Repe~rt No. 941.350 INC. HBC ENGINEER lNG, MO I STURE DENS I TY RELAT IONS Curve No.: 941549 Project No. : Date: 9-26-1994 Project: Wrangler Road Trench Line Location: City of Coppell Elev/Depth: Remarks: Prentess Prop. MATERIAL DESCRIPTION Description: Dark Ton Cloy With Some Limestone St0.4+00,5-4' Classifications: USCS: ~SHTO: Not. Moist. = % Sp.G. = 2.65 Liquid Limit = Plasticity Index = 140 150 120 100 9O 8O 7O TEST RESULTS Maximum dry density = 94.5 pcf Optimum moisture = 25.0 % · ~ ~,. Test specification: ~ ~ ~ ASTM D 698-91 Method A, Standard '~ ~ ~ " 100% SATURATION CURVES ~. \N FOR SPEC. GRAV. EQUAL TO: -,, . ',~. ~ /__2.8 0 5 10 15 20 25 __50.37~40, Water content, % ~ J Repott No. 941549 INC. HBC ENGINEERING, MO I STURE DENS I TY RELAT IONS Curve No.: 941348 Project No. : Dote: 9-26-1994 Project: Wrangler Rood Trench Line Location: City of Coppel I Elev/Depth: Remarks: Prentess Prop. MATERIAL DESCRIPTION Description: Dark Brown Cloy With Limestone Sto.4+00,0-2' Classifications: USCS: AASHTO: Not. Moist. = % Sp.G. = 2.65 Liquid Limit = Plasticity Index = 140 130 120 110 ~ 1 aa 90 80 70 TEST RESULTS Moximum dry density = 97.5 pcf Optimum moisture = 23.0 % ,· \ · Test specification: · · ~ ASTM D 698-91 Method A, Standard '~ \1 ~ ,,, 100% SATURAT I ON CURVES ~ ~ ~ FOR SPEC. GRAV. EQUAL TO: ~k ~l~ 2.8 N ~~2.7 ~2.~ I 5 10 15 20 ~~5 ~ 40 Water content, % - ~ Re'port No. 941548 INC. HBC ENGINEERING,