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Ashton Ridge-LR 960911
ALPHA TESTING, I~'. 2209 WiscOnsin St., Suite 100 Dallas, Texas 75229 (214) 620-8911 REPORT OF FIELD COMPACTION TESTS TESTED FOR: M & M DEVELOPEMENT, INC. C/O FINLEY DEVELOPMENT ADDISON, TEXAS DATE: 09/11/96 PR~ECT: OURREPORTNO. ASHTON RIDGE 96362-25 COPPELL, TEXAS TEST DATA: TEST DATE ~ SOIL ID OP~uUU MAXIMUM LAB IN PLACE IN PLACE PERCENT MOISTURE DRY DENSITY MOISTURE DRY DENSITY COMPACTION COMMENT* NO. NUMBER % I~F % , PCF 93 09/11 FG 4-L 15.0 109.2 15.5 106 97 4-A 94 09/11 FG 4-L 15.0 109:2 16.2 111 102 4-A 95 09/11 FG 4-L 15.0 109.2 15.4 104 95 4-A 96 09/11 FG 4-L 15.0 109.2 16.0 104 95 4-A 97 09/11 FG 4-L 15.0 109.2 16.4 · 103 95 4-A 98 09/11 FG 4-L 15.0 109.2 16.1 104 95 4-A TEST LOCATION: 93 BRIGHTONWAY @ STATION 1+00, CENTERLINE 94 BRIGHTONWAY @ STATION 4+00, CENTERLINE 95 BRISTOL COURT @ STATION 1+00, CENTERLINE 96 BRISTOL COURT @ STATION 3+00, CENTERLINE 97 BRIGHTON COURT @ STATION 0+50, CENTERLINE 98 BRIGHTON COURT @ STATION 1+75, CENTERLINE 1. FILL 2. NATURALSUBGRADE 3. LIME STABILIZED 4. CEMENT TREATED CG01083-18 A. TEST RESULTS COMPLY WITH SPECIFICATIONS Re~ _ B. COMPACTION DOES NOT COMPLY WITH SPECIFICATIONS / ........ ~