Loading...
Forest Cove 2-LR 980126ALPHA TESTING, iNC. 2209 Wisconsin St., Suite 100 Dallas, Texas 75229 (972) 620-8911 DAILY FIELD REPORT TESTED FOR PACIFIC UNITED DEV. CORP. C/O ROBERT POPE & ASSOC. PLA_NO, TEXAS DATE 01/26/98 PROJECT FOREST COVE ESTATES PHASE 1 & 2 COPPELL, TEXAS OUR REPORT NO. 98018-14 WEATHER: PARTLY CLOUDY TEMPERATURE RANGE: 4 5 TO: ALPHA Representative: K. C. 5O THE ALPHA TECHNICIAN TRAVELED TO THE ABOVE REFERENCED PROJECT AS REQUESTED TO MONITOR ON-GOING WORK AND PERFORM[ FIELD TESTING AS REQUESTED. SUBGRADE FOR PADS NUMBERED 9 AND TEN ON BLOCK "C", AND LOTS i THROUGH 6 ON BLOCK "A" WAS OBSERVED TO VERIFY THAT AREAS HAD BEEN PREPARED IN GENERAL ACCORDA/~CE WITH LOCJLLLY ACCEPTED STANDARDS. A TOTAL OF 17 FIELD DENSITY TESTS WERE PERFORMED ON FILL AND NATURAL SUBGRADE SOILS FOR HOUSE PAD AND STREETAREAS. SEE ATTACHED REPORT OF FIELD COMPACTION TESTS. THE SITE REPRESENTATIVE WAS INFORMED OF ALL OBSERVATIONS AND FIELD TEST RESULTS. I AT THE COMPLETION OF SCHEDULED TESTING, '[~-IE TECH/qICIA/~ RETI/R/qED TO THE DALLAS OFFICE. CG01083-29 ALPHA TESTINGS, NC. 2209 wisconsin St., Suite 100 Dallas, Texas 75229 (972) 620-8911 REPORT OF FIELD COMPACTION TESTS TESTED FOR PACIFIC UNITED DEV. CORP. DATE C/O ROBERT POPE & ASSOC. PLANO, TEXAS 01/26/98 FOREST COVE ESTATES PR~ECT PHASE i & 2 OURREPO~NO. 98018-14A COPPELL, TEXAS TEST DATA: TESTNo. DATE ~ NUMBERSOIL ID MOISTuREOPTIMUM% MAXIMUMDRy PcFDEN~I'Y~ MOI~I'UREIN Puma% ~RY~ pCFDF'NsrrYm'~CE CO~P~Cr~PSRCENT COMMENT* 108 01/26 FG-0.5 4 18.2 104.7 19.8 101 96 1-A 109 01/26 FG-1.0 4 18.2 104.7 20.3 103 98 1-A 110 01/26 FG-1.0 2 18.5 105.6 19.3 105 99 1-A 111 01/26 FG-1.0 2 18.5 105.6 20.7 103 97 1-A 112 01/26 FG-2.0 2 18.5 105.6 21.8 102 96 1-A 113 01/26 FG-2.0 2 18.5 105.6 21.3 102 97 1-A 114 01/26 FG-2.0 2 18.5 105.6 20.6 103 97 1-A TEST LOCATION: 108 BLOCK "D" PAD #10 109 ALLEY D-1 STA. 2+00 110 FOREST RIDGE DR. STA. 1+50 111 FOREST RIDGE DR. STA. 3+00 112 BLOCK "D" PAD # 1 113 BLOCK "D" PAD # 2 114 BLOCK "D" PAD #14 1. FILL 2. NATURAL SUBGRADE 3. LIME STABILIZED 4. CEMENT TREATED CG01083-18 * A. IN PLACE PERCENT MOISTURE AND PERCENT COMPACTION COMPLY WITH SPECIFICATIONS B. PERCENT COMPACTION DOES NOT COMPLY WITH SPECIFICATIONS J Respectfully Su~_.~ C. PERCENT IN PLACE MOISTURE DOES NOT COMPLY WITH SPECIFICATIONS / D. RETEST /' _A~LPHA~ING, INC.  ttner ALPHA TESTILY, INC. 2209 Wisconsin St., Suite 100 Dallas, Texas 75229 (972) 620-8911 REPOT OF FIELD COMPACTION TESTS TESTED FOR PACIFIC UNITED DEV. CORP. DATE C/O ROBERT POPE & ASSOC. PLANO, TEXAS 01/26/98 FOREST COVE ESTATES PR~ECT PHASE 1 & 2 OURREPO~NO. 98018-14B COPPELL, TEXAS TEST DATA: TEST DATE ~ SOIL ID o~'nuuM MAXIMUM LAB IN PI.ACE IN PI.ACE PERCE~ MOISTURE DRY ~ ~ISTURE DM DF_NS~ C,O~P~"nON COMMENT* NO. NUMBER % ~ % ~ 115 01/26 FG-2.8 2 18.5 105.6 18.9 105 99 1-A 116 01/26 FG-3.0 2 18.5 105.6 20.2 103 97 1-A 117 01/26 SG 1 17.2 107.4 18.7 106 99 2-A 118 01/26 FG-2.9 1 17.2 107.4 17.2 106 99 1-A 119 01/26 SG i 17.2 107.4 20.0 103 96 2-A 120 01/26 SG i 17.2 107.4 20.6 104 97 2-A 121 01/26 SG 1 17.2 107.4 18.4 105 98 2-A TEST LOCATION: 115 BLOCK "D" PAD #15 116 BLOCK "D" PAD #16 117 BLOCK "C" PAD #9 118 BLOCK "C" PAD #10 119 BLOCK "A" PAD #1 120 BLOCK "A" PAD #3 121 BLOCK "A" PAD #5 1. FILL 2. NATURAL SUBGRADE 3. LIME STABILIZED 4. CEMENT TREATED CG01083-18 A. IN PLACE PERCENT MOISTURE AND PERCENT COMPACTION COMPLY WITH SPECIFICATIONS ~ ~ ~ B. PERCENT COMPACTION DOES NOT COMPLY WITH SPECIFICATIONS ~--"Re~fful~ C. PERCENT IN PLACE MOISTURE DOES NOT COMPLY WITH SPECIFICATIONS D. RETEST ,~...~avi~~~Ce'r ALPHA TESTIN?INC. 2209 Wisconsin St., Suite 100 Dallas, Texas 75229 (972) 620-8911 REPOT OF FIELD COMPACTION TESTS TESTED FOR PACIFIC UNITED DEV. CORP. DATE C/O ROBERT POPE & ASSOC. PLANO, TEXAS 01/26/98 FOREST COVE ESTATES PR~ECT P~]ASE 1 & 2 OURREPO~ NO. 98018-14C COPPELL, TEXAS TEST DATA: TESTNo. DATE ~ NUMBERSOIL ID MOISTuREOPTIMUM% MAXIMUMDRy PcFDENSI~Y~ MOISTUREIN PLACE% DRyINPCF~ COcA--PErCENT COMMENT* 122 01/26 FG-1.6 2 18.5 105.6 20.4 102 97 1-A 123 01/26 FG-1.5 2 18.5 105.6 21.1 103 97 1-A 124 01/26 FG-2.6 2 18.5 105.6 19.0 105 99 1-A TEST LOCATION: 122 BLOCK "D" PAD #17 123 BLOCK "D" PAD #18 124 BLOCK "D" PAD #13 1. FILL 2. NATURAL SUBGRADE 3. LIME STABILIZED 4. CEMENT TREATED CG01083-18 A. IN PLACE PERCENT MOISTURE AND PERCENT COMPACTION COMPLY WITH SPECIFICATIONS ~ / j B. PERCENT COMPACTION DOES NOT COMPLY WITH SPECIFICATIONS /~Respectfully Sub~ C. PERCENT IN PLACE MOISTURE DOES NOT COMPLY WITH SPECIFICATIONS / ~ _~__ _