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SS9402C-LR 980601 EWI's PROCTORS PBT MDD OMC SAMPLE DATE STATION (depth) DESIGNATION (pcf) (%) DESCRIPTION A 116.7 11.4 light brown clayey SAND 1/16/96 0+25, 3+00, 1/23/96 6+75 (0~, 7+00 (1~ 2/6/96 15+25 (1~, 15+50 (3~, 16+50 (4~, 17+50 (6'), 19+00 (8 B 116.7 14.8 light brown and light 3/6/96 43+00 (1', 3', 5~ gray sandy CLAY 3/14/96 36+00 (0~, 37+50 (03, 39+00 (0'), 40+50 (03, 43+50 (0 49+50 (03, 69+00 (1'. 3', 5', 73 5/28/96 63+40 (2~, 63+50 (4~, 63+75 (63, 64+00 (8') C !16.3 13.6 brown sandy CLAY 1/25/96 8+00 (03 2/6/96 15+75 (5~ 2/12/96 22+00 (1~, 22+25 (3~, 22+50 (53, 22+80 (7'), 23+00 (8 920/96 27+00 (03, 27+50 (33 2/27/96 31+00 (10~, 31+05 (83, 31+10 (63, 31+15 (43, 21+20 { D 114.4 6.6 light brown and tan 1/23/96 5+75 (03, 7+00 (13 SAND 1/25/96 8+00 (03 1/30/96 12+50 (-), 15+00 (-) E 104.1 20.2 light gray and brown 2/7/96 19+25(2r), 19+50 (4~, 20+00 (6~, 20+50 (83, 21+00 (1 CLAY 2/29/96 33+75 (1', 3', 5~ 3/4/96 36+00 (2', 4'; 63 3/12/96 58+50 (2', 4', 6', 8', 10~ 4/3/96 25+00 (2', 4~, 30+00 (2', 43 5/17/96 43+50 (33, 44+50 (53, 45+50 (83 5/23/96 58+20 (73 F 111.5 16.6 dark brown sandy CLAY 2/22/96 29+00 (13, 29+25 (33, 29+50 (43, 29+75 (63, 30+00 (7 3/5/96 39+00 (1', 3', 5~ 3/6/96 43+00 (1', 3', 5~ 3/7/96 46+00 (2', 4', 63 3/11/96 50+00 (2', 4', 6', 8~, 53+00 (1', 3', 5', 7') 3/14/96 34+560 (03, 45+00 (0~, 46+50 (0'), 48+00 (0~, 52+50 54+00 (03 5/23~96 58+05 (2~, 58+12 (33, 58+17 (5~, 58+30 (9') 5~24~96 62+00 (13, 62+15 (33, 62+35 (73 G 101.4 24.8 dark brown CLAY 3/13/96 63+00 (2', 4', 6', 8~ 3/15/96 73+00 (1', 3', 53 5/20/96 ,49+25 (23, 49+50 (43, 49+75 (6'), 50+00 (8') 5/21/96 53+17 (3', 5', 7') 5/24/96 52+30 (5~ SUMMARY OF EWl PROCTORS Sewerline Backfill ' Bethel Road (Grapevine Creek - Royal Lane) Job No. 1345 Coppell~ Texas Fiaure 16' Patton, Burke & Thompson ~40 135 130 125 120 t05 100 95 0 5 t0 t5 blOISTURE CONTENT% SarnpleDescription Cement Treated Base (CTB) 2O Location Compaction Test Prooedure ASTM D-698 (C) Patton. Burke & Thompson 10555 Newkirk Street Suite 530 Dallas. Texas 75220 CURVE NUMBER 10 'AAXIMUM DRY DENSITY 118.5 PCF OPTIMUM MOISTURE CONTENT 13.0 % DRY WEIGHT 30 35 LIQUID LIMIT PLASTICITY INDEX GRAVEL SAND SILT AND CLAY _% % % % % Job No. 1532 Compaction Test Results 140 125 130 t 25 t20 tt0 t05 t00 95 0 5 10 t5 MOISTURE CONTENT% Sample Description Tan and Gray Sandy Clay with Gravel 2O Looation On-Site Compaction Test Procedure AS TM D- 698 Patton, Burke & Thompson 10555 Newkirk Street Suite 530 Dallas. Texas 75220 CURVE NUMBER 9 MAXIMUM DRY DENSITY 120,0 PCF OPTIMUM MOISTURE CONTENT 12.5 % DRYWE GHT \ \ \ \, \ 25 35 LIQUID LIMIT 41 PLASTICFTY INDEX 2 7 GRAVEL SAND % % % % SILTAND CLAY 48 Job No. 1532 Compaction Test Results t40 t35 ~30 t25 t20 t15 110 105 lO0 95 0 5 10 t5 20 MOISTURE CONTI:NT% Sample Description Red Brown C]a.ve~ Sand Location Off-Site Borrow Compaction Test Procedure ASTM D- 698 Patton, Burke & Thompson 10555 Ncwkirk Street Suite 530 Dallas. Texas 75220 CURVE NUMBER 8 MAXIMUM DRY DENSITY 118.0 PCF OPTIMUM MOISTURE CONTEN1 14.0 % DRY WEIGHT 25 30 35 32 UQUID LIMIT % PLASTICITY INDEX 1 ~ % GRAVEL % SAND % SILT AND CLAY §~ .% Job No. 1532 Compaction Test Results t 30 t25 12(] tt5 tO0 95 0 5 10 t5 MOI~TURI: CONTrNT% SampleDescripfion Re~ Brown Clayey Sand with C-ravel (Select) Locofion nfl-Site Borrow Compaction Test Procedure ASTM D-698 Patton, Burke & Thompson 10555 Ncwkirk Street Suite 530 Dallas. Texas 75220 CURVE NUMBER 7 MAXIMUM DRY DENSITY 123.0 PCF OPTIMUM MOISTURE CONTENT 11.5 _% DRYWEIGHT 20 25 30 35 UQUID LIMff 3 0 % ~ST~I~ INDEX 1 7 % GRAVEL % SAND % SiLT AND CLAY 3 7 % Job No. 1532 Compaction Test Results t40 135 130 t25 120 t15 t10 105 Z \ \ \ \ \ \ \ 0 5 t0 45 MOISTUEE CONTENT% SompleDescription Light Brown Cla),, Sand), with Limestone Pieces 20 Location Comp3ction Test Procedure ASTM D-698 Patton, Burke & Thompson 10555 Newkirk Street Suite 530 Dallas, Texas 75220 CURVE NUMBER 6 MAXIMUM DRY DENSFrY 119.5 PCF OPTIMUM MOISTURE CONTENT 12. OYo DRYWEiGHT 25 30 35 LIQUID LiMiT 2 3 % PLASTICITY INDEX 10 % GRAVEl _% SAND % SILT AND CLAY 3 6 _% Job No. 1532 Compaction Test Results t40 t35 t 30 t 25 t20 0 5 t0 t5 MOI~TURI: CONTENT% Sample Description Red Brown Claye.y Sand 20 Location On-Site Compaction Test Procedure ASTM D-698 Patton, Burke & Thompson 10555 Ncwkirk Street Suite 530 Dallas, Texas 75220 CURVE NUMBER 5 MAXIMUM DRY DENSITY 117.0 PCF OPTIMUM MOLSTURE CONTENT 17.0 % DRYWDGHT 25 30 35 LIQUID LIMIT 35 % PLASTICITY ~NDEX 2 3 GRAVEL % SAND % SILT AND CLAY 44 % Job No. 1532 Compaction Test Results 130 t 25 t 20 1t5 tt0 Patton, Burke & Thompson 10555 Newkirk Street Suite 530 Dallas, Texas 75220 CURVE NUMBER 4 MAXIMUM DRY DENSITY 119.0 PCF OPTIMUM MO~TURE CONTENT 13.0 % DRY WEIGHT lO0 95 0 5 lO 15 20 MOISTURE CONTENT% Sample Description Light Brown and Reddish Brown Clayey Sand Locotion On-Site Compaction Test Procedure ASTM D-698 25 30 35 LIQUID LIMIT 4 3 _% PLASllCITY ~NDEX 30 % GRAVEL % SAND % SILT AND CLAY 44 .% Job No. 1532 Compaction Test Results 140 t35 t30 125 120 t10 105 t00 95 0 5 10 t5 20 MOISTURE CONTENT% SampleDesaription Liqht Brown and Gray Sandy iS]ay Location On-Site Compaction Test Procedure ASTM D- 698 Patton, Burke & Thompson 10555 Ncwkirk Street Suite 530 Dallas, Texas 75220 CURVE NUMBER 3 MAXIMUM DRY DENSITY 111.5 PCF OPTIMUM MOISTURE CONTENT 17.5 _% DRY WEIGHT 25 30 35 LIQUID LIMIT 36 % PLASTICITY INDEX 2 4 % GRAVEL % SAND % SILT AND CLAY 6 0 % Job No. 1532 Compaction Test Results 140 t35 125 t 20 t 10 105 100 95 0 5 t0 t5 20 MOISTUEE CONTENT% Sample Description Yell ow Brown and Gray Sandy Clay Location On-Site Compaction Test Proaedure ASTM D-698 Patton, Burke & Thompson 10555 Newkirk Street Suite 530 Dallas, Texas 75220 CURVE NUMBER 2 MAXIMUM DRY DENSITY 113.5 .PCF OPTIMUM MOISTURE CONTENT 16.0 % DRY WEIGHT 25 30 35 UQUID LIMIT PLASTICITY INDEX GRAVEL .% % % SAND .% SILT AND CLAY Job ko. 1532 Compaction Test Results