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SS9402C-LR 980729Compaction Test Report Patton, Burke & Thompson 10555 Newkirk Street Suite 530 Dallas, Texas 75220 CLIENT: CIIY OF COPPELL 225 PARKWAY BLVD. P. O. BOX 478 COPPELL, TEXAS 75019 DATE 07/29/98 JOB NO 1_~2 _ _ REPORTNO 33 SHEET 1 OF 1 SUBJECT BETHEL ROAD SEWER LINE BACKFILL REPAIRS COPPELL, TEXAS CEMENT TREATED BASE PREPARATION 'AVEMEN~T SUBG.~DE CURVE NO. 10 195 5TA, 0+75 0.0 NUC 118.5 13.0 118.7 14.0 100 JOBNO. 1532 }TA .!~ 75 C~.RV~ NO. 10 196 0.0 NUC 118.5 13.0 115.1 14.5 97 JOB NO. 1532 ~TA~ ~-I-O0 . CURVE NO. 197 O.0 ~IUC 118,5 13.0 112.7 14.0 95 JOBNO. 1532 5TA. 4~25 CURVE N©. 10 198 0.0 NUC 118.5 13.0 116.4 14.3 98 JOB NO.1532 5TA, 6~00 CURVE NO. 10 199 0.0 NUC 118.,5 13.0 115.7 14.9 98 JOBNO. 1532 5T& Z~-O0 CURVE NO._j_0 ?00 o.a NUC 1185 13.0 118.5 14.0 100 JOBNO. 1532 1 BELOW GRADE SPECIFICATIONS: 95 %OFMAXlMUM ASTM D 6~8 _ MOISTURE WITHIN % OF OPTIMUM IYPE OF COMPACTION EQUIPMENT AND NO OF UNITS: PNFJJMATIC ROLLER (1), CASE 752B [1), _ INGERSObRAND SHEE PSEOO'P, 1) MOISTURE ADDED BY THICKNESSOFLIFT 8~0 INCHES l~/PE OF EARTH MOVING EQUIPMENT AND NO OF UNITS: JOHN DEERE 544E LOADER [1) THIS RE PORT PRESENTS OPINIONS FORM ED AS A RESULT OF OUR OBSERVATION OF FILL PLACEM ENE AS WELL AS THE TESTS SHOWN ABOV1. WE HAVE RELIED UPON TH E CONTRACTOR TO APPLY THE NEC ESSARY COMPACTIVE EFFORT AND MOISTURE TO ACHIEVE SPECIEIEO COMPACT}ON DURING TIMES WHEN OUR OBSERVER IS NOT PRESENT AND AT LOCATIONS OTHER THAN THOSE TESTED TEST DATA ARE NOT THE SOL E BASIS FOR OPINIONS ON WHETHER THE FILL MEETS SPECIFICATIONS PROGRESS REPORT AS REQUESTED, PBT MADE A SITE VISIT TO OBSERVE AND TEST THE PLACEMENT OF CTB MATERIAL ON BETHEL ROAD. CTB WAS PLACED BETWEEN STA. 0+40 AND STA. 10+50. THE CTB MATERIAL CONSISTED OF THE RECLAIMED MATERIAL WITH THE ADDITION OF 5.5% CEMENT.