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HomeMy WebLinkAboutSUP 06-11; ROBERTSON RANCH PA 12 & 13; FIELD TESTING REPORTS; 2008-05-16w.o.# 5247-132-SC DATE: 05/16/08 NAME: TODD HOURS: 8 FIELD TESTING REPORT I CLIENT ROBERTSON FAMILY TRUST TRACT PA-il LOCATION CARLSBAD SUPER KEN __CONTRACTOR ASTLEFORD EQUIP. 4-637, 1-D8,1-D5, 1-BLADE, 1-WATER PULL AS NEEDED, 1-D9 TEST NO. LOCATION EL. Or DEPTH MOISTURE CONTENT% DRY DENSITY % RELATIVE COMPACTION TEST TYPE SOIL TYPE 175 PA-Il 63.5 14.9% 106.8 90.5%. ND A 176 PA-il 65.0 14.2% 106.5 90.3% ND A 177 PA-il 66.0 13.7% 107.1 90.8% ND A 178 PA-il 68.0 13.9% 106.5 90.3% SC A 179 PA-li 68.0 14.6% 106.9 90.6% ND A 180 PA-li 70.0 13.9% 107.7 91.3% ND A (OMMENTS: Observed site grading at client's request. Test results meet the recommendations in the geotechnical report. GeoSolls, Inc. B. PAGE: 1 OF 1 This field report presents a summary of observation and testing by Geosoils, Inc. personnel. Our work does not include supervision or direction of the actual work of the contractor, his employees, or agents. The contractor should be informed that neither the presence of our field representative, nor the observation and testing by our firm, shall excuse him in anyway for defects discovered n his work. It is understood that our firm will not be responsible for lob or site safety on this Droiect. FIELD TESTING REPORT S w.o.# 5247-132-SC DATE: 05/15/08 NAME: TODD HOURS: 8 CLIENT ROBERTSONFAMILYTRUST TRACT PA-il LOCATION CARLSBAD SUPER KEN _CONTRACTOR ASTLEFORD EQUIP. 4-637, 1-08,1-D5, 1-BLADE, 1-WATER PULL AS NEEDED, 1-09 TEST NO. LOCATION EL. Or DEPTH MOISTURE CONTENT% DRY DENSITY % RELATIVE COMPACTION TEST TYPE SOIL TYPE 169 PA-Il 57.0 12.8% 111.8 90.2% ND C 170 PA-11 57.0 11.8% 112.1 90.4% ND C 171 PA-11 59.0 12.2% 111.6 90.0% ND 'C 172 PA-lI 59.5 14.0% 107.2 90.8% ND ' A 173 PA-lI 61.0 13.0% 110.5 90.6% SC E 174 PA-li 61.5 12.7% 109.9 90.1% ND E COMMEN is: Observed site grading at clients request. Test results meet the recommendations in the geotechnical report. GeoSoils, Inc. 906 49— B. PAGE: 1 OF 1 This field report presents a summary of observation and testing by Geosoils, Inc. personnel. Our work does not include supervi! or direction of the actual work of the contractor, his employees, or agents. The contractor should be informed that neither presence of our field representative, nor the observation and testing by our firm, shall excuse him in anyway for defects discov In his work. It is understood that our firm will not be responsible for iob or site safety on this project. I FIELD TESTING REPORT S W.O.# 5247-82-SC DATE: 05/13/08 NAME: TODD HOURS: 6.5 CLIENT ROBERTSONFAMILYTRUST TRACT PA-il LOCATION CARLSBAD SUPER KEN CONTRACTOR ASTLEFORD EQUIP. 1-D8, 1-XCAVATOR 1111111111111111 YIiiE_ ARIZONA CROSSING___ ARIZONA CROSSING COMMENTS: Observed digout and fill placement on the south side of Arizona crossing. Test results meet the recommendations in the geotechniCal report. GeoSoils, Inc. B. g46 c4 PAGE: 1 OF 1 This field report presents a summary of observation and testing by Geosoils, Inc. personnel. Our work does not include supervisic or direction of the actual work of the contractor, his employees, or agents. The contractor should be informed that neither t resence of our field representative, nor the observation and testing by our firm, shall excuse him in anyway for defects discoverE n his work. It is understood that our firm will not be responsible for job or site safety on this project. I FIELD TESTING REPORT S W.O.# 5247132SC DATE: 05/12/08 NAME: TODD HOURS: 2.5 CLIENT ROBERTSONFAMILY TRUST TRACT PA-li LOCATION CARLSBAD SUPER . _KEN __CONTRACTOR ASTLEFORD EQUIP 1-D81 1-XCAVATOR TEST NO. LOCATION EL. Or DEPTH MOISTURE CONTENT% DRY DENSITY % RELATIVE COMPACTION TEST TYPE SOIL TYPE NO TESTING TODAY Contractor grading to the south of PA-12/13. Activities do not warrant testing or observation. Contractor should exercise caution around théde-watering trench excavation. The trench(s) is very unstable. COMMENTS: GèoSolls, Inc. B. PAGE:i OF 1 This field report presents a summary of observation and testing by Geosoils, Inc. personnel. Our work does not include supervisic or direction of the actual work of the contractor, his employees or agents. The contractor should be informed that -neither tb resence of our field representative, nor the observation and testing by our firm, shall excuse him in anyway for defects discover€ n his work. It is understood that our firm will not be responsible for job or site safety on this project. I I FIELD TESTING REPORT W.O.# 5247-B1-SC DATE: 05/09/08 NAME: TODD HOURS: 5.5 CLIENT ROBERTSONFAMILYTRUST TRACT PA-12 LOCATION CARLSBAD SUPER KEN _CONTRACTOR ASTLEFORD EQUIP. 1-637, 1-WATER TRUCK, 1-D5 1IM11111 0!74% OFMW COMMENTS: PERFORMED OBSERVATION OF EARTHWORK CONSISTING OF: -SPOIL PILE KNOCK DOWN +- 100 YDS.? ALSO TOOK A COUPLE OF DENSITY TESTS ON RECENTLY FINISHED SLOPE GeoSoils, Inc. B.. PAGE: 1 OF I This field report presents a summary of observation and testing by Geosoils, Inc. personnel. Our work does not include supervisio I r direction of the actual work of the contractor, his employees, or agents. The contractor should be informed that neither th I resence of our field representative, nor the observation and testing by our firm, shall excuse him in anyway for defects discovere nhiswork.Itisunderstoodthatourfirmwillnotberesponsiblefor joborsitesafetyonthisproject. FIELD TESTING REPORT S W.O.# 5247-132-SC DATE: 05/08/08 NAME: TODD HOURS: 8 CLIENT ROBERTSON FAMILY TRUST TRACT PA-il LOCATION CARLSBAD SUPER KEN CONTRACTOR ASTLEFORD EQUIP. 2/4-637, 1-D8,1-D5, i-BLADE, i-WATER PULL AS NEEDED TEST NO. LOCATION EL. Or DEPTH MOISTURE CONTENT% DRY DENSITY % RELATIVE COMPACTION TEST TYPE SOIL TYPE 162 PA-Il 62.0 13.8% 106.2 90.0% ND A 163 PA-li 64.0 14.4% 107.0 90.7% ND A 164 PA-il 66.0 14.2% 107.5 91.1% ND A 165 PA-il 66.0 14.0%. 106.4 90.2% ND A 166 PA-li 68.5 10.2% 105.8 89.7% ND A 166A PA-li 68.5 13.9% 106.9 90.6% SC A 'UMMNI: F bserved site grading at client's request. st results meet the recommendations in the geotechnical report. GeoSoils, Inc. B.. PAGE: 1 OF 1 This field report presents a summary of observation and testing by Geosoils, Inc. personnel. Our work does not include supervisic or direction of the actual work of the contractor, his employees, or agents. The contractor should be informed that neither tb resence of our field representative, nor the observation and testing by our firm, shall excuse him in anyway for defects discovere n his work. It is understood that our firm will not be responsible for job or site safety on this project. FIELD TESTING REPORT S W.O.# 5247-132-SC DATE: 05/07/08 NAME: TODD HOURS: 8 CLIENT ROBERTSONFAMILYTRUST TRACT PA-il LOCATION CARLSBAD SUPER KEN _CONTRACTOR ASTLEFORD EQUIP. 2/4-637, 1-D8,1-D5, 1-BLADE, 1-WATER PULL AS NEEDED TEST NO. LOCATION EL. Or DEPTH MOISTURE CONTENT% DRY DENSITY % RELATIVE COMPACTION TEST TYPE SOIL TYPE 157 PA-li 60.0 13.8% 106.2 90.0% SC A 158 PA-il 62.0 14.4% 107.0 .90.7% ND A 159 PA-il 64.0 14.2% 107.5 91.1% ND A 160 PA-il 64.0 14.0% 106.4 90.2% ND A 161 PA-li 66.0 13.8% 106.5 90.3%. ND A COMMENTS: Observed site grading at Client's request. Test results meet the recommendations in the geotechnical report. GeoSoils, Inc. PAGE:i OF This field report presents a summary of observation and testing by Geosoils, Inc. personnel. Our work does not include supervi or direction of the actual work of the contractor, his employees, or agents. The contractor should be informed that neither presence of our field representative, nor the observation and testing by our firm, shall excuse him in anyway for defects discov In his work. It is understood that our firm will not be responsible for job or site safety on this oroiect. I FIELD TESTING REPORT W.O.# 5247-132-SC S . DATE: 05/06/08 NAME: TODD HOURS: 8 CLIENT ROBERTSONFAMILY TRUST TRACT PA-li LOCATION CARLSBAD SUPER KEN CONTRACTOR ASTLEFORD EQUIP. 2/4-637, 1-D8,1-D5, 1-BLADE, 1-WATER PULL AS NEEDED TEST NO. LOCATION EL. Or DEPTH MOISTURE CONTENT% DRY DENSITY % RELATIVE COMPACTION TEST TYPE SOIL TYPE 152 .PA-li 55.0 14.7% 106.9 90.6% ND A 153 PA-li 56.5 15.1% 106.6 90.3% ND A 154 PA-li 58.0 12.9% 109.8 90.0% ND E 155 PA-il 60.0 14.1% 106.4 90.2% ND A 156 PA-li 62.0 13.8% 107.4 91.0% SC A COMMENTS: Observed site grading at client's request. Test results meet the recommendations in the geotechnical report. GeoSolls, Inc. B. PAGE: 1 OF I This field report presents summary of observation and testing by Geosoils, Inc. personnel. Our work does not include supervision or direction of the actual work of the contractor, his employees, or agents. The contractor should be informed that neither the presence of our field representative, nor the observation and testing by our firm, shall excuse him in anyway for defects discovered In his work. It is understood that our firm will not be responsible for job or site safety on this project. I I S FIELD TESTING REPORT W.O.# 5247-132-SC DATE: 05/05/07 NAME:TODD HOURS: 8 CLIENT ROBERTSON FAMILY TRUST TRACT PA-il LOCATION CARLSBAD SUPER KEN CONTRACTOR ASTLEFORD EQUIP 2/4-637, 1-D8,1-D5, i-BLADE, I-WATER PULL AS NEEDED TEST NO. LOCATION EL. Or DEPTH MOISTURE CONTENT% DRY DENSITY % RELATIVE COMPACTION TEST TYPE SOIL TYPE 143 PA-Il 96.0 13.0% 110.2 90.3% ND E 144 PA-il 96.0 12.8% 109.9 90.1% SC E 145 - PA-li . 96.0 13.7% 106.5 90.3% ND A 146 PA-11 98.0 14.1% 106.7 90.4% ND A 147 PA-li 98.0 13.8% 106.6 90.3% ND A 148 PA-lI (EL CAMINO REAL) 41.0 14.2% 107.1 90.8% ND A 149 PA-il (EL CAMINO REAL) 42.0 . 14.0% 106.3 90.1% SC A 150 PA-li (EL CAMINO REAL) 44.0 .13.1% 106.5 90.3% ND A 151 PA-li (EL CAMINO REAL) 46.0 14.2% 106.2 90.0% ND A UOMMEN is: Observed site grading at client's request. Test results meet the recommendations in the geotechnical report. GeoSoils, Inc. B. PAGE: 1 OF 1 rhis field report presents a summary of observation and testing by Geosoils, Inc. personnel. Our work does not include supervision r direction of the actual work of the contractor, his employees, or agents. The contractor should be informed that neither the resence of our field representative, nor the observation and testing by our firm, shall.excuse him in anyway. for defects discovered n his work. It is understood that our firm will not be responsible for iob or site safety on this Droiect. W.O.# 5247-132-SC DATE: 05/02/08 NAME:. TODD HOURS: 8 FIELD TESTING REPORT S I CLIENT ROBERTSON- FAMILY TRUST TRACT ___PA-il LOCATION CARLSBAD SUPER KEN CONTRACTOR ASTLEFORD EQUIP. 4-637, 1-D81-D5, 1-BLADE, 1-WATER PULL AS NEEDED, 1-LABOR/ROOT PICKER TEST NO. LOCATION . . EL. Or DEPTH MOISTURE CONTENT% DRY ' DENSITY % RELATIVE COMPACTION TEST TYPE SOIL TYPE 134 PA-Il 92.0 16.0%. 106.6 90.3% SC A 135 PA-li 92.0 15.5% 106.8 90.5% ND A 136 PA-li 94.0 14.2%.: 107.4 91.0% ND A 137 PA-il . 94.0 14.6% 106.8 90.5% ND A' 138 ' ' PA-il 94.0 15.1% 110.2 ' . 93.4% ND ' A 139 PA-il'(ELCAMINO REAL) 34.0 14.2% ' 110.1 93.3% ' SC A 140 PA-Il (ELCAMINO REAL) 34.5 13.8% . 108.4 91.9% ND A 141 PA-ll (EL CAMINOREAL) 37.0 13.1% 111.8 91.6% ND E 142 ,PA-li (EL CAMINOREAL) 39.0 12.7% 111.6 91.5% ND E COMMENTS: Observed site grading at Client's request. Test results meet the recommendations in the geotechnical report. GeoSolls, Inca B. PAGE: 1 OF 1 This field report presents a summary of observation and testing by Geosoils, Inc. personnel. Our work does not include supervisi or direction of the actual work of the contractor, his employees, or agents. The contractor should be informed that neither t resence of our field representative,, nor the observation and testing by our firm, shall excuse him in anyway for defects discover n his work. It is understood that our firm will not be responsible for job or site safety on this project. I FIELD TESTING REPORT W.O.# 5247-B2-SC DATE: 05/01/08 NAME:. TODD HOURS: CLIENT ROBERTSONFAMILYTRUST TRACT PA -11 LOCATION CARLSBAD SUPER KEN __CONTRACTOR ASTLEFORD EQUIP. 4-637,1-D81-D5,1-BLADE,1-WATERPULL AS NEEDED, 1-LABORJROOT PICKER TEST NO. LOCATION EL. Or DEPTH MOISTURE CONTENT% DRY DENSITY % RELATIVE COMPACTION TEST TYPE SOIL TYPE 125 PA-li 88.0 14.2% 106.6 90.3% ND A 126 PA-li 88.0 16.5% 106.8 90.5% ND A 127 PA-li 88.0 13.8% 107.4 91.0% ND A 128 PA-il 90.0 15.5% 106.8 90.5% ND A 129 PA-li 90.0 13.2% 110.2 90.3% SC E 130 PA-lI 90.0 12.8% 110.1 90.2% ND E 131 PA-li 92.0 14.7% 108.4 91.9% ND A 132 PA-li(EL CAMINOREAL) 31.0 14.2% 111.8 90.2% ND C 133 PA-il(EL CAMINOREAL) 31.0 13.8% 111.6 90.0% ND C COMMENTS: Observed site grading at clients request. Test results meet the recommendations in the geotechnical report. GeoSolls, Inc. B,. PAGE: 1 OF 1 This field report presents a summary of observation and testing by Geosoils, Inc. personnel. Our work does not include supervisio I r direction of the actual work of the contractor, his employees, or agents. The contractor should be informed that neither th I resence of our field representative, nor the observation and testing by our firm, shall excuse him in anyway for defects discovere n his work. It is understood that our firm will not be responsible for job or site safety on this project. 59 FIELD TESTING REPORT S . w.0.# 5247-82-SC DATE: 04/30/08 NAME: TODD HOURS: 8 CLIEN-r ROBERTSONFAMILYTRUST TRACT PA-il LOCATION CARLSBAD SUPER KEN __CONTRACTOR ASTLEFORD EQUIP. 4-637,i-08,i-05,i-BLADE,i -WATER PULL AS NEEDED, i-LABOR/ROOTPICKER TEST NO. LOCATION EL. Or DEPTH MOISTURE CONTENT% DRY DENSITY % RELATIVE COMPACTION TEST TYPE SOIL TYPE uS PA-li 80.0 22.3% 91.9 90.1% ND F 116 PA-1 1 82.0 21.8% 92.2 90.4% ND F 117 PA-1 1 82.0 24.2%. 91.8 90.0% ND F 118 PA-1 1 82.0 23.3% 92.7 90.9% ND F 119 PA-il 84.0 22.4% 93.0 91.2% SC F 120 PA-li 84.0 24.3% 92.1 90.3% ND F 121 PA-li 84.0 12.6% 111.8 .90.2% ND C 122 PA-li 86.0 12.2%. 111.9 90.2% ND C 123 PA-li 86.0 14.2% 107.7 91.3% ND A 124 PA-il 86.0 .12.9% 112.5 90.7% SC C COMMENTS: Observed site grading at client's request. Contractor placed fill northwest of the power poles Test results meet the recommendations in the geotechnical report. GeoSolls, Inc. B. PAGE:1 OF This field report presents a summary of observation and testing by Geosoils, Inc. personnel. Our work does not include supervision or direction of the actual work of the contractor, his employees, or agents. The contractor should be informed that neither the Presence of our field representative, nor the observation and testing by our firm, shall excuse him in anyway for defects discovered n his work. It is understood that our firm will not be responsible for job or site safety on this project. I FIELD TESTING REPORT S w.O.#. 5247-132-SC DATE: 04/29/08 NAME: TODD HOURS: 8 I CLIENT ROBERTSON FAMILY TRUST TRACT PA-li LOCATION.CARLSBAD SUPER KEN _CONTRACTOR ASTLEFORD EQUIP. 4-637,i-D8,i-D5,i-BLADE,_1-WATERPULL AS NEEDED, 1-LABOR/ROOT PICKER TEST NO. LOCATION EL. Or. DEPTH MOISTURE CONTENT% DRY DENSITY . % RELATIVE COMPACTION TEST TYPE SOIL TYPE 104 PA-11 1 74.0 24.7% 106.6 .90.3% ND A 105 PA-1 1 74.0 . 23.8% .106.5 90.3% ND A 106 PA-1 1 76.0 15.8% 106.8 90.5% . ND A 107 .PA-li 76.0 14.7% 111.4 91.3% ND E 108 PA-11 73.0 13.8% 91.9 90.1%. SC F 109 PA-li 78.0 24.0% 91.8 90.0% ND F 110 PA-il 78.0 13:7% 106.9 90.6%. ND A ill .PA-Il . 78.0 .14.2%. 107.7 91.3% ND A 112 PA-i 1 80.0 13.8% 107.5 91.1% ND A 113 PA-1 1 80.0 14.9% 104.8 88.8% SC A 114 .PA-1 1 80.0. .15.2%. 103.0 87.3% ND 'A 113A PAii 80.0 14.0% 107.5 91.1% ND A 114A PA-il 80.0 13.9% 106.9 90.6% ND A COMMENTS: Observed site grading at client's request. Contractor placed fill no Nest of the power poles and pipe pad. Test results meet the recommendations in the geotéchnical report. GeoSoils, Inc. PAGE: 1 OF I This field report presents a summary of observation and testing by Geosoils, Inc. personnel. Our work does not include supervision or direction of the actual work of the contractor, his employees, or agents. The contractor should be informed that neither the presence of our field representative, nor the observation and testing by our firm, shall excuse him in anyway for defects discovered n his work. It is understood that our firm will not be responsible for-job or site safety on this project. FIELD TESTING REPORT S . W.O.# 5247-132-SC DATE: 04/28/08 NAME: TODD HOURS: 8 CLIENT . ROBERTSONFAMILYTRUST TRACT PA-1 I LOCATION CARLSBAD SUPER KEN CONTRACTOR ASTLEFORD EQUIP. 4-637, 1-D8,1-D5, 1-BLADE, 1-WATER PULL AS NEEDED, 1-LABOR/ROOT PICKER TEST NO. LOCATION EL. Or DEPTH MOISTURE CONTENT% DRY DENSITY % RELATIVE COMPACTION TEST TYPE SOIL TYPE PA-Il 70.0 24.7% 93.5 91.7% SC F 96 PA-il 70.0 23.8% 91.8 90.0% ND F 97 PA-lI 70.0 15.8% 107.7 91.3% ND A 98 PA-lI 72.0 . 14.7% 92.0 90.2% ND F 99 PA-li 72.0 13.8% 112.1 91.9% ND E 100 PA-lI 72.0 14.0% 111.7 91.6% SC E 101 PA-il 74.0 23.7% 92.0 90.2% ND F 102 PA-Il(EL CAMINOREAL) 40.0 14.5% 114.8 92.6% ND C 103 PA-il(EL CAMINOREAL) 40.0 13.7% 113.2 91.3% ND C COMMENTS: Observed site grading at client's request. Contractor placed fill northwest of power poles and along Elcamino real. Test results meet the recommendations in the geotechnical report. GeoSoils, Inc. B. PAGE: 1 OF I is field report presents a summary of observation and testing by Geosoils, Inc. personnel. Our work does not include supervi direction of the actual work of the contractor, his employees, or agents. The contractor should be informed that neither 3sence of our field representative, nor the observation and testing by our firm, shall excuse him in anyway for defects discovE his work. It is understood that our firm will not be responsible for job or site safety on this project. FIELD TESTING REPORT S . W.O.# 5247-132-SC DATE: 04/25/08 NAME: TODD HOURS: 8 CLIENT ROBERTSONFAMILYTRUST TRACT PA-il LOCATION CARLSBAD SUPER KEN CONTRACTOR ASTLEFORD EQUIP. 4-637,l-D8,i-D5,i-BLADE,_i-WATER PULL AS NEEDED, i-LABOR/ROOT PICKER TEST NO. LOCATION EL. Or DEPTH MOISTURE CONTENT% DRY DENSITY % RELATIVE COMPACTION TEST TYPE SOIL TYPE 91 PA-liEl Camino Real 36.0 15.8% 106.9 90.6% ND A 92 PA-liEl Camino Real 36.0 16.0% 107.5 91.1% ND A 93 PA-liEl Camino Real 37.5 17.5% 106.5 90.3% ND A 94 PA-ilEl Camino Real 37.5 15.5% 106.6 90.3% ND A COMMENTS: Observed site grading at client's request. Performed testing along El Camino Real east of the box culvert. Test results ok. GeoSoils, Inc. B.. PAGE: 1 OF I rhis field report presents a summary of observation and testing by Geosoils, Inc. personnel. Our work does not include supervision r direction of the actual work of the contractor, his employees, or agents. The contractor should be informed that neither the resence of our field representative, nor the observation and testing by our firm, shall excuse him in anyway for defects discovered n his work. It is understood that our firm will not be responsible for iob or site safety on this oroiect. I FIELD TESTING REPORT . w.O.# 5247-132-SC DATE: 04/24/08 NAME: TODD HOURS: 8 CLIENT ROBERTSONFAMILYTRUST TRACT PA-il LOCATION CARLSBAD SUPER KEN CONTRACTOR ASTLEFORD EQUIP. 4-637,i-D8,l-D5,i-BLADE,i -WATER PULL ASNEEDED, _i-LABOR/ROOT PICKER TEST NO. LOCATION EL. Or DEPTH MOISTURE CONTENT% DRY DENSITY % RELATIVE COMPACTION TEST TYPE SOIL TYPE 84 PA-li 62.0 15.8% 106.5 90.3% ND A 85 PA-li 62.0 16.0% 111.7 90.1% SC C 86 PA-il 64.0 17.5% 111.9 90.2% ND c 87 PA-il 64.0 15.5% 110.8 90.8% ND E 88 PA-11 66.0 16.2% 107.0 90.7% ND A 89 PA-li 66.0 15.2% 106.4 90.2% Sc A 90 PA-il 66.0 14.9% 107.0 90.7% ND A COMMENTS: Observed site grading at clients request. Contractor placed fill on fill slope. Test results meet our recommendations GeoSoils, Inc B.. PAGE: 1 OF 1 This field report presents a summary of observation and testing by Geosoils, Inc. personnel. Our work does not include supervi or direction of the actual work of the contractor, his employees, or agents. The contractor should be informed that neither presence of our field representative, nor the observation and testing by our firm, shall excuse him in anyway for defects discov€ n his work. It is understood that our firm will not be responsible for job or site safety on this project. I I S FIELD TESTING REPORT W.O.# 5247-132-SC DATE: 04/23/08 NAME: TODD HOURS: 8 CLIENT ROBERTSON FAMILY TRUST TRACT PA-il LOCATION CARLSBAD SUPER KEN CONTRACTOR ASTLEFORD EQUIP. 4-637,1-D8,i-D5,1-BLADE,1-WATERPULL AS NEEDED, 1-LABOR/ROOT PICKER TEST NO. LOCATION EL. Or DEPTH MOISTURE CONTENT% DRY DENSITY % RELATIVE COMPACTION TEST TYPE SOIL TYPE 79 PA-Il 58.0 15.8% 106.5 90.3% SC A 80 PA-li 58.0 16.0% 107.2 90.8% ND A 81 PA-li 60.0 17.5% 106.4 90.2% ND A 82 PA-Il 60.0 15.5% 106.6 90.3% ND A 83 PA-li 60.0 16.2% 107.0 90.7%. ND A UOMMhN is: Observed site grading at client's request. Contractor placed fill on fill slope. Test results meet our recommendations GeoSoils, Inc. B.. PAGE: 1 OF 1 Ihis field report presents a summary of observation and testing by Geosoils, Inc. personnel. Our work does not include supervision )r direction of the actual work of the contractor, his employees, or agents. The contractor should be informed that neither the resence of our field representative, nor the observation and testingby our firm, shell excuse him in anyway for defects discovered n his work. It is understood that our firm will not be resoonsible for iob or site safety on this oroiect. is S FIELD TESTING REPORT w.O.# 5247-132-SC DATE: 04/22/08 NAME:TODD HOURS: 8 CLIENT ROBERTSON FAMILY TRUST TRACT PA-1 1, LOCATION CARLSBAD SUPER KEN CONTRACTOR ASTLEFORD EQUIP. 4-637, 1-D81-D5, 1-BLADE, 1-WATER PULL AS NEEDED, 1-LABOR/ROOT PICKER TEST NO. LOCATION EL. Or DEPTH MOISTURE CONTENT% DRY DENSITY % RELATIVE COMPACTION TEST TYPE SOIL TYPE 74 PA-li 56.0 14.2% 106.9 90.6% ND A 75 PA-il 56.0 13.8% 108.1 91.6% ND A 76 PA-li 58.0 12.9% 111.9 91.7% ND E 77 PA-li 71.0 14.0% 107.1 90.8% ND A 78 PA-1.1 71.0 13.8% 106.8 90.5% SC A COMMENTS: Observed site grading at client's request. Contractor placed fill on the slope northwest of the 48" s.d. line. Test results meet our recommendations GeoSoils, Inc. B. 906 AV-- PAGE:*1 OF 1 IT.his field report presents a summary of observation and testing by Geosoils, Inc. personnel. Our work does not include supervision I or direction of the actual work of the contractor, his employees, or agents. The contractor should be informed that neither the resence of our field representative, nor the observation and testing by our firm, shall excuse him in anyway for defects discovered Pn his work. It is understood that our firm will not be resoonsible for iob or site safety on this oroiect. FIELD TESTING REPORT S . S W.o.# 5247-132-SC DATE: 04/21/08 NAME: TODD HOURS: 8 CLIENT ROBERTSONFAMILY TRUST TRACT PA-il. LOCATION CARLSBAD SUPER KEN CONTRACTOR ASTLEFORD EQUIP. 4-637, 1-D8,1-D5, 1-D9, i-WATER PULL AS NEEDED, 1-LABOR/ROOT PICKER TEST NO. LOCATION EL. Or DEPTH MOISTURE CONTENT% DRY DENSITY % RELATIVE COMPACTION TEST TYPE SOIL TYPE 69 PA-li 54.0 12.8% 111.8 90.2% SC C 70 PA-il '54.0 13.1% ' 111.9 90.2% ND C 71 PA-li 56.0 12.5% ' 112.4 90.6% ND C 72 PA-il 56.0 14.0% 111.9 90.2% ND C 73 PA-li . 58.0 13.8% 112.5 ' 90.7% ND C Observed site grading at client's request. Test results meet the recommendations in the geotechnical report. Contractor performed some removals along el camino real in accordance with our recommendations. Due to the shallow nature of the removals, contractor elected not to have survey document. GeoSoils, Inc. B.. PAGE: 1 OF 1 This field report presents a summary of observation and testing by Geosoils, Inc. personnel. Our work does not include supervi or direction of the actual work of the contractor, his employees, or agents. The contractor should be informed that neither presence of our field representative, nor the observation and testing by our firm, shall excuse him in anyway for defects discov( n his work. It is understood that our firm will not be responsible for iob or site safety on this project. I FIELD TESTING REPORT . w.O.# 5247-B2-SC DATE: 04/18/08 NAME: TODD HOURS: .8 CLIENT ROBERTSONFAMILY TRUST TRACT PA-Il LOCATION CARLSBAD SUPER KEN CONTRACTOR ASTLEFORD EQUIP. 4-637, 1-D8,1 -D5, 1-D9, 1-WATER PULL AS NEEDED, 1-LABOR/ROOT PICKER TEST NO. LOCATION EL. Or DEPTH MOISTURE CONTENT% DRY DENSITY % RELATIVE COMPACTION TEST TYPE SOIL TYPE 64 PA-li 50.0 10.8% 106.6 90.3% ND A 65 PA-il 52.0 9.9% 106.8 90.5% ND A 66 PA-il 54.0 14.0% 110.4 90.5% ND E 67 PA-Il 56.0 13.7% 109.9 90.1% ND E 68 PA-li 49.0 11.8% 107.7 91.3% SC A Performed observation of site grading where noted. Test results meet our recommendations. GeoSoils, Inc; OC4"A 44— B. PAGE: 1 OF 1 This field report presents a summary of observation and testing by Geosoils, Inc. personnel. Our work does not include supervisic or direction of the actual work of the contractor, his employees, or agents. The contractor should be informed that neither t presence of our field representative, nor the observation and testing by our firm, shall excuse him in anyway for defects discover n his work. It is understood that our firm will not be responsible for job or site safety on this project. I FIELD TESTING REPORT S . W.O.# 5247-132-SC DATE: 04/17/08 NAME: TODD HOURS: 8 CLIENT ROBERTSONFAMILYTRUST TRACT PA-il LOCATION CARLSBAD SUPER KEN _.CONTRACTOR ASTLEFORD. EQUIP. .4-637,l-D8l-D5,l-D9,i-WATERPULL AS NEEDED, i-LABOR/ROOTPICKER TEST NO. LOCATION EL. Or DEPTH MOISTURE CONTENT% DRY DENSITY % RELATIVE COMPACTION TEST TYPE SOIL TYPE 54A PA-il 48.0 10.8% 108.5 88.9% SC E 55A PA-il 50.0 9.9% 109.1 89.4% ND E 54B PA-il 48.0 14.0% 110.8 90.8% ND E 55B PA-li 50.0 13.7% 110.7 90.7% ND E 56 PA-il 53.0 11.8% 112.8 91.0% ND C 57 PA-li 55.0 10.5% _115.2 90.0% SC B 58 PA-il 58.0 10.0% 115.8 90.5% ND B 59 PA-li 61.0 12.9%. 112.0 90.3% ND C 60 PA-li 65.0 11.8% 112.4 90.6% ND C 61 PA-ii(DG) 65.0 14.2% 107.5 91.1% ND A 62 PA-ii(DG) 67.0 13.8% 106.9 90.6% SC A 63 PA-ii(DG) 69.5 14.0% 107.0 90.7% ND A Performed observation of earthwork. Test results meet our recommendation I GeoSoils, Inc. B.. PAGE: 1 OF 1 IThis field report presents a summary of observation and testing by Geosoils, Inc. personnel. Our work does not include supervision V or direction of the actual work of the contractor, his employees, or agents. The contractor should be informed that neither the resence of our field representative, nor the observation and testing by our firm, shall excuse him in anyway for defects discovered his work. It is understood that our firm will not be resøonsible for iob or site safety on this Drolect. I FIELD TESTING REPORT .. W.O.# 5247-B2-SC DATE: 04/16/08 NAME: TODD HOURS: 6 CLIENT ROBERTSONFAMILYTRUST TRACT PA-1 1, LOCATION CARLSBAD SUPER KEN __CONTRACTOR ASTLEFORD EQUIP. 4-637, 1-D8,1-D5,- l-D9,i-WATERPOLL AS NEEDED, l-L.ABORIROOTPICKER TEST NO. LOCATION EL. Or DEPTH MOISTURE CONTENT% DRY DENSITY % RELATIVE COMPACTION TEST TYPE SOIL TYPE 49 PA-Il 44.0 13.5% 111.5 91.4% ND E 50 PA-li 46.0 14.0% 110.8 90.8% ND E 51 PA-il 46.0 12.9% 111.0 91.0% SC E 52 PA-li 46.0 13.2% 110.4 90.5% ND E 53 .. _PA-li 48.0 12.5% 109.8 90.0% ND E 54 PA-li 48.0 8.8% 104.8 85.9% ND E 55 PA-il 50.0 7.0% 105.2 86.2% ND E COMMENTS: Test # 54-55 failed due to low water content and this issue has not been resolved yet. GeoSolls, Inc. B.. PAGE:l OF This field report presents a summary of observation and testing by Geosoils, Inc. personnel. Our work does not include supervision or direction of the actual work of the contractor, his employees, or agents. The contractor should be informed that neither the presence of our field representative, nor the observation and testing by our firm, shall excuse him in anyway for defects discovered n his work. It is understood that our firm will not be responsible for job or site safety on this oroiect. FIELD TESTING REPORT S W.O.# 5247-132-SC DATE: 04115/08 NAME:. TODD HOURS: 8 I CLIENT ROBERTSON FAMILY TRUST TRACT PA-li LOCATION. CARLSBAD SUPER . KEN . CONTRACTOR ASTLEFORD EQUIP. 4-637, 1-D8, 1-D9, 1-WATER PULL AS NEEDED, 1-LABOR/ROOT PICKER TEST NO. LOCATION ______________________________ EL. Or DEPTH MOISTURE CONTENT% DRY DENSITY % RELATIVE COMPACTION TEST TYPE SOIL TYPE 41 PA-li 44.0 12.66/6 113.8 93.3% ND E 42 PA-li 46.0 13.1% 111.5 91.4% ND E 43 PA-li 46.0 12.8% 111.4 91.3% . ND E 44 PA-lI 46.0 . 12.8% 110.8 90.8% SC E 45 PA-lI 48.0 14.0% 107.8 91.4%. ND A 46 PA-il 48.0 13.7% 106.9 90.6% ND A 47 PA-il 50.0 10.0% .108.8 87.7% ND C 48 PA-il 50.0 9.4% 110.0 85.9% SC B 48A PA-Il 50.0 13.8% 115.5 90.2% ND B 47A PA-Il 50.0 12.9% 112.2 90.5% ND C COMMENTS: Performed testing where noted. Test results meet our recommendations. Contractor installed sub-drain in the northwest canyon in accordance with our recommendations. GeoSoils, Inc. PAGE: 1 OF 1 This field report presents a summary of observation and testing by Geosoils, Inc. personnel. Our work does not include supervi: or direction of the actual .work of the contractor, his employees, or agents. The contractor should be informed that neither presence of our field representative, nor the observation and testing by our firm, shall excuse him in anyway for defects discov n his work. It is understood that our firm will not be responsible for job or site safety on this project. FIELD TESTING REPORT S w.o.#. 5247-132-SC DATE: 04/14/08 NAME:. ' TODD HOURS: 8 CLIENT ROBERTSON FAMILY TRUST TRACT PA-li LOCATION CARLSBAD SUPER . KEN , CONTRACTOR ASTLEFORD EQUIP. , 4-637, 1-08, 1-09, 1-WATER PULL AS NEEDED, 1-LABOR/ROOT PICKER TEST NO. ' ' LOCATION ' EL. Or DEPTH MOISTURE CONTENT% DRY DENSITY % RELATIVE COMPACTION TEST TYPE. SOIL TYPE 33 ' , PA-il ' 54.0 13.6% 107.0 90.7% SC 'A 34 PA-il 52.0 14.0% 106.7 90.4% ND A .35 . , PA- 11 . 50.0 '13.7% 106.9 90.6%. ND A 36 PA-11 36.0 12.8% 110.5 90.6% ND E 37 . PAii 38.0 12.9% 110.0 90.2% ND E 38 ' PA-li ' 37.0 13.0% ' 111.4 91.3% ' SC E 39 PA-li 40.0 12.8% 109.9 90.1% ND E 40 PA-il 43.0 10.2% 116.5 91.0% ND ' B COMMENTS: Observed site grading and performed testing where noted. Test results meet the recommendations in the geotechnical report. GeoSoils, Inc. B,. PAGE:i OF This field report presents a summary of observation and testing by Geosoils, Inc. personnel. Our work does not include supery or direction of the actual work of the contractor, his employees, or agents. The contractor should be informed that neither the Lpresence of our field representative, nor the observation and testing by ou'r firm, shall excuse him in anyway for defects discovered Fn his work. It is understood that our firm will not be responsible for job or site safety on this project. I FIELD TESTING REPORT S W.O.# 52-132-Sc DATE: 04/10/08 NAME: TODD/KEVIN HOURS: 5.52.5 CLIENT ROBERTSONFAMILYTRUST TRACT PA-il LOCATION CARLSBAD SUPER KEN CONTRACTOR ASTLEFORD EQUIP. 4-637,1-D8,l-D9,1-WATERPULL AS NEEDED, 1-LABOR/ROOT PICKER TEST NO. LOCATION EL. Or DEPTH MOISTURE CONTENT% DRY DENSITY % RELATIVE COMPACTION TEST TYPE SOIL TYPE 18 PA-lI 48.0 13.5% 110.2 90.3% SC E 19 PA-lI 48.0 12.6% .105.7 86.6% ND E 20 PA-il 48.0 .13.0% 109.8 90.0% ND E 21 PA-Il 51.0 11.5% 108.9 89.3% ND E 22 PA-il 51.0 12.7% 110.5 90.6% ND E 23 PA-lI 43.0 12.1% 113.2 91.3% SC C 24 PA11 43.0 14.2% 107.5 91.1% ND A 19A PA-Il 48.0 13.5% 110.5 90.6% ND E 21A PA-li 48.0 12.9% 109.8 90.0% SC E 25 PA-Il 53.0 12.7% .110.5 90.6% ND E 26 PA-Il . 53.0 .125% 109.9 90.1% ND E 27 PA-il 55.0 12.6% 111.2 91.1% ND E COMMENTS: Observed site grading. Contractor constructed subdrain in Canyon closest to ECR. Elevations have been recorded by survey crew. Contractor was notified to: have water pull/truck ready for tomorrow 4/11, and to complete benching in-the canyon. GeoSolls, Inc. B.. PAGE: 1 OF I This field report presents a summary of observation and testing by Geosoils, Inc. personnel. Our work does not include supervision or direction of the actual work of the contractor, his employees, or agents The contractor should be informed that neither the Lpresence of our field representative, nor the observation and testing by our firm, shall excuse him in anyway for defects discovered In his work. It is understood that our firm will not be resoonsible for iob or site safety on this oroiect. I FIELD TESTING REPORT S . . W.O.# 5247-132-SC DATE: 04/09/08 NAME:TODD HOURS: 7 CLIENT ROBERTSON FAMILY TRUST TRACT - PA-Il LOCATION CARLSBAD SUPER KEN CONTRACTOR ASTLEFORD EQUIP. 4-637, 1-D8, 1-D9, 1-WATER PULL AS NEEDED, 1-LABOR/ROOT PICKER TEST NO. LOCATION EL. Or DEPTH MOISTURE CONTENT% DRY DENSITY % RELATIVE COMPACTION TEST TYPE SOIL TYPE 11 PA-Il 46.0 12.8% 110.4 90.5% ND E 12 PA-li 46.0 14.2% 107.0 90.7% ND A 13 : PA-li 46.0 14.0% 109.8 90.0% ND E 14 PA-li 48.0 12.8% 110.8 90.8% ND E 15 PA-11 48.0 13.2% 109.9 90.1% SC E 16 PA-Il 48.0 14.4% 106.6 90.3% ND A 17 PA-li 49.0 14.2% 107.4 91.0% ND A COMMENUS: Observed site grading at client's request. Contractor completed removals in the Canyon closest to El Camino Real. Removal areas were documented by survey. Test results meet the recommendations in the geotechnical report. GeoSoils, Inc. B. PAGE: 1 OF I This field report presents a summary of observation and testing by Geosoils, Inc. personnel. Our work does not include supervisio or direction of the actual work of the contractor, his employees, or agents. The contractor should be informed that neither th presence of our field representative, nor the observation and testing by our firm, shall excuse him in anyway for defects discovere In his work. It is understood that our firm will not be responsible for job or site safety on this project. I FIELD TESTING REPORT . .1 W.O.# 5247-62-SC DATE: 04/08/08 NAME: TODD HOURS: 9 I CLIENT ROBERTSONFAMILYTRUST TRACT PA-Il LOCATION CARLSBAD SUPER KEN _CONTRACTOR ASTLEFORD EQUIP. 4-637,1-08,l-D9,I-WATERPULL AS NEEDED, 1-LABOR/ROOTPICKER TEST NO. LOCATION EL. Or DEPTH MOISTURE CONTENT% DRY DENSITY % RELATIVE COMPACTION TEST TYPE SOIL TYPE 4 PA-il 42.0 13.8% 106.9 90.6% ND A 5 PA-li 40.0 14.2% 106.6 90.3% SC A 6 PA-il 42.0 15.5% 108.0 91.5% ND A 7 PA-li 44.0 11.8% 115.5 90.2% ND B 8 PA-li 44.0 12.5% 115.2 90.0% ND B 9 PA-il 46.0 14.5% 107.3 90.9% ND A 10 PA-il 45.0 12.8% 114.2 92.1% SC C LUMMtN Contractor continued placing fill and removals in a northerly direction. Survey documented removal area today. Test results meet the recommendations in the geotechnical report. GeoSoils, Inc; B,. PAGE: 1 OF I This field report presents a summary of observation and testing by Geosoils, Inc. personnel. Our work does not include supervi: or direction of the actual work of the contractor, his employees, or agents. The contractor should be informed that neither presence of our field representative, nor the observation and testing by our firm, shall excuse him in anyway for defects discovE n his work. It is understood that our firm will not be resøonsible for iob or site safety on this oroiect. FIELD TESTING REPORT S . W.O.# 5247-B2-SC DATE: 04/07/08 NAME: _TODD HOURS: 8 CLIENT ROBERTSON FAMILY TRUST TRACT 'PA-1 i LOCATION CARLSBAD SUPER . KEN CONTRACTOR ASTLEFORD EQUIP. 4-637, 1-D8, 1-D9, 1-WATER PULL AS NEEDED, 1-LABOR/ROOT PICKER LUMMN I Contractor stockpiled for most of the day. Approved fill area was approved by project geologist and documented by survey crew. Test results meet the recommendations in the geotechnical report. GeoSoils, Inc. B. PAGE: i OF i This field report presents a summary of observation and testing by Geosoils, Inc. personnel. Our work does not include supervisiol or direction of the actual work of the contractor, his employees, or agents. The contractor should be informed that neither thi presence of our field representative, nor the observation and testing by our firm, shall excuse him in anyway for defects discovers 6 his work. It is understood that our firm will not be responsible for job or site safety on this project. I FIELD TESTING REPORT S . .W.O.# 5247-BI-SC DATE: 04/04/08 NAME: TODD HOURS: 4 CLIENT ROBERTSONFAMILY TRUST TRACT PA-12 LOCATION CARLSBAD SUPER KEN CONTRACTOR ASTLEFORD EQUIP. . 1-637, 1-WATER TRUCK, 1-05 TEST NO. LOCATION EL. Or DEPTH MOISTURE CONTENT% DRY DENSITY % RELATIVE COMPACTION TEST TYPE SOIL TYPE 288 PA-12W.SLOPE 46.0 . 21.5 92.1 90.3% ND E 289 PA-12W.SLOPE 47.0 22.4 91.9 90.1% ND E FILLjAREA Observed fill placement where noted. Operation terminated at +- 1100 GeoSolls, Inc. B.. PAGE: 1 OF 1 This field report presents a summary of observation and testing by Geosoils, Inc. personnel. Our work does not include supervisio or direction of the actual work of the contractor, his employees, or agents. The contractor should be informed that neither th presence of our field representative, nor the observation and testing by our firm, shall excuse him in anyway for defects discovere In his work. It is understood that our firm will not be responsible for job or site safety on this project. I FIELD TESTING REPORT S w.o.# 5247-B1-SC DATE: 04/03/08 NAME: TODD HOURS: 3 CLIENT ROBERTSONFAMILYTRUST TRACT PA-12 LOCATION CARLSBAD SUPER KEN _CONTRACTOR .ASTLEFORD EQUIP. . . 1-637, 1-D5, 1-WATER TRUCK Wjlk4 Ml 400G-334.7G=65.3G H20 (19.5%) M2 400G-338.9G=61.1G H20 (18%) Contractor placed material near the southwest corner of site. Performed moisture burnouts so contractor knew whether or not to use water truck. GeoSoils, Inc. B.. PAGE: 1 OF 1 rhis field report presents a summary of observation and testing by Geosoils, Inc. personnel. Our work does not include supervision r direction of the actual work of the contractor, his employees, or agents. The contractor should be informed that neither the resence of our field representative, nor the observation and testing by our firm, shall excuse him in anyway for defects discovered n his work. It is understood that our firm will not be responsible for iob or site safety on this project. I FIELD TESTING REPORT S . W.O.# 5247-BI-SC DATE: 04/02/08 NAME: TODD HOURS: 4 CLIENT ROBERTSONFAMILY TRUST TRACT PA-12 LOCATION CARLSBAD SUPER .KEN _CONTRACTOR ASTLEFORD EQUIP. 1-637, 1-D5, 1-D8,1-BLADE, 1-WATER TRUCK TEST NO. LOCATION EL. Or DEPTH MOISTURE CONTENT% DRY DENSITY % RELATIVE COMPACTION TEST TYPE SOIL TYPE NO TESTING Onsite as scheduled by Contractor to observe grading and fill placement. Contractor held. up due to staking. Returned in afternoon and no changes- left for day at 1300 - COMMENTS: GeoSoils, Inc. B.. PAGE: 1 OF 1 This field report presents a summary of observation and testing by Geosoils, Inc. personnel. Our work does not include supervi or direction of the actual work of the contractor, his employees, or agents. The contractor should be informed that neither presence of our field representative, nor the observation and testing by our firm, shall excuse him in anyway for defects disóovc n his work. It is understood that our firm will not be responsible for job or site safety on this project. I FIELD TESTING REPORT S . W.O.# 5247-BI-SC DATE: 04/01/08 NAME: TODD HOURS: 4 CLIENT ROBERTSONFAMILYTRUST TRACT PA-12 LOCATION CARLSBAD SUPER KEN CONTRACTOR ASTLEFORD EQUIP. 1-637, 1-D5, 1-D8,1-BLADE, 1-WATER TRUCK TEST NO. . LOCATION EL. Or DEPTH MOISTURE CONTENT% DRY DENSITY % RELATIVE COMPACTION TEST TYPE SOIL TYPE 284S PA-12W. SLOPE . 54.0 11.6 114.5 89.5% ND B 285S PA-12W.SLOPE 52.0 13.5 106.8 90.5% ND A 286S PA-12W.SLOPE 50.0 14.0 107.0 90.7% ND A 287S PA-12W.SLOPE 48.0 12.1 113.8 91.0% ND C " •: AREA TESTED COMMENTS: Performed slope face testing around the trail at the southwest side of site. 11-637 knocking down and dragging windrows. GeoSolls, Inc. B.. PAGE: 1 OF 1 This field report presents a summary of observation and testing by Geosoils, Inc. personnel. Our work does not include supervision or direction of the actual work of the contractor, his employees, or agents. The contractor should be informed that neither the presence of our field representative, nor the observation and testing by our firm, shall excuse him in anyway,for defects discovered n his work. It is understood that our firm will not be responsible for job or site safety on this project. I I FIELD TESTING REPORT W.O.# 5247-B 1-SC DATE: 03/28/08 NAME: TODD HOURS: 5.5 CLIENT ROBERTSONFAMILY TRUST TRACT PA-12 LOCATION CARLSBAD SUPER KEN CONTRACTOR ASTLEFORD EQUIP. 1-637, 1-D5, 1-D8,1-BLADE, 1-WATER TRUCK TEST NO. LOCATION EL. Or DEPTH MOISTURE CONTENT% DRY DENSITY % RELATIVE COMPACTION TEST TYPE SOIL TYPE 278S PA-12 W.SLOPE 60.0 14.7 107.0 90.7% ND A 279S PA-12 W.SLOPE 58.0 13.9 106.8 90.5% ND A 280S PA-12.W.SLOPE 54.0 13.6 108.0 91.5% ND A 281S PA-12W.SLOPE 50.0 14.0 107.5 91.1% ND A 282S PA-12W.SLOPE 46.0 10.1 116.8 91.3% ND B 283S PA-12W.SLOPE 42.0 10.0 115.6 90.3% ND B —TESTEDI EA___ eOMMENTS: Performed Slope testing. Areas not tested were manually probed and found to be firm and moist. GeoSoils, Inc. B.. PAGE: 1 OF 1 This field report presents a summary of observation and testing by Geosoils, Inc. personnel. Our work does not include supervisi or direction of the, actual work of the contractor, his employees, or agents. The contractor should be informed that neither I resence of our field representative, nor the observation and testing by our firm, shall excuse him in anyway for defects discover n his work. It is understood that our firm will not be responsible for job or site safety on this project. FIELD TESTING REPORT S W.O.# 5247-B1-SC DATE: 03/28/08 NAME:TODD HOURS: 5 CLIENT ROBERTSON FAMILY TRUST TRACT PA-12 LOCATION CARLSBAD SUPER KEN CONTRACTOR ASTLEFORD EQUIP. 1-637, 1-D5, 1-D81-BLADE, 1-WATER TRUCK TEST NO. LOCATION EL. Or DEPTH . MOISTURE CONTENT% DRY DENSITY % RELATIVE COMPACTION TEST TYPE SOIL TYPE 268S PA-12W. SLOPE 750 11.6 112.7 90.2% ND C 269S PA-12W. SLOPE 70.0 12.7 112.9 90.3% ND C 270S PA-12 W. SLOPE 68.0 13.6 107.1 90.8% ND A 271S PA-12W. SLOPE 660 13.7 106.8 90.5% ND A 272S PA-12 W. SLOPE 65.0 14.0 106.4 90.2% ND A 273S PA-12 W. SLOPE 63.0 13.8 107.1 90.8% ND A 274S PA-12W. SLOPE 60.0 11.0 115.3 90.1% ND B 275S PA-12W. SLOPE 58.0 11.5 111.6 90.0% ND D 276S PA-12W. SLOPE 55.0 11.2 112.9 90.3% ND C 277S PA-12W. SLOPE 52.0 11.1 113.2 90.6% ND C IARFA COMMENTS: Performed Slope testing. Areas not tested were manually probed and found to be firm and moist. ContraCor is working in a southerly direction on the west facing slope. Recommended that water be sprayed periodically to maintain moisture level. GeoSoils, Inc. B.. PAGE: 1 OF 1 I This field report presents a summary of observation and testing by Geosoils, Inc. personnel. Our work does not include supervision I or direction of the actual work of the contractor, his employees, or agents. The contractor should be informed that neither the resence of our field representative, nor the observation and testing by our firm, shall excuse him in anyway for defects discovered Pn his work. It is understood that our firm will not be responsible for job or site safety on this project. I FIELD TESTING REPORT W.O.# 5247-BI-SC DATE: 03/27/08 NAME: TODD HOURS: 8 CLIENT ROBERTSONFAMILY TRUST TRACT _PA-12 LOCATION CARLSBAD SUPER KEN CONTRACTOR ASTLEFORD EQUIP. 2/3-637, 1-D5, 1-D8,1-BLADE, 1-WATER TRUCK TEST NO. LOCATION EL. Or DEPTH MOISTURE CONTENT% DRY DENSITY % RELATIVE COMPACTION TEST TYPE SOIL TYPE 256S PA-12 E. SLOPE 60.0 14.2 106.8 90.5% ND A 257S PA-12 E. SLOPE 58.0 13.5 106.5 90.3% ND A 258S PA-12 E. SLOPE 56.0 15.3 107.2 90.8% ND A 259S PA-12 E SLOPE 54.0 14.1 - 106.6 90.3% ND A 260S PA-12 E. SLOPE 52.0 12.1 - _115.2 92.2% ND C 261S PA-12 E. SLOPE 50.0 11.3 114.7 91.8% ND C 262S PA-12 S. SLOPE 48.0 10.5 115.2 90.0% ND B 263S PA-12 S. SLOPE 46.0 10.9 115.7 90.4% ND B 264S PA-12 S. SLOPE 44.0 10.3 _115.9 90.5% ND B 265S PA-12 S. SLOPE 42.0 12.1 113.4 90.7% ND C 266S PA-12 S. SLOPE 40.0 14.5 106.8 90.5% ND A 267S PA-12 S. SLOPE 38.0 11.7 114.5 91.6% ND C jjUnfinished Tested _______ L)MMN I Performed Slope testing. Areas not tested were manually probed and found to be firm and moist. Test results meet the recommendations in the geotechnical report. GeoSoils, Inc. B.. PAGE: 1 OF 1 Ihis field report presents a summary of observation and testing by Geosoils, Inc. personnel. Our work does not include supervision )r direction of the actual work of the contractor, his employees, or agents. The contractor should be informed that neither the resence of our field representative, nor the observation and testing by our firm, shall excuse him in anyway for defects discovered n his work. It is understood that our firm will not be responsible for iob or site safety on this oroiect. I FIELD TESTING REPORT S W.O.# 5247-BI-SC DATE: 03/26/08 NAME: TODD HOURS: 8 CLIENT ROBERTSONFAMILY TRUST TRACT PA-12 LOCATION CARLSBAD SUPER KEN CONTRACTOR ASTLEFORD EQUIP. 2/3-637, 1-D5, 1-D8,1-BLADE, 1-WATER TRUCK 0711 .Jp Water supply not available after lunch. Fill placed on the west side of site after lunch will need to be reprocessed prior to testing, as discussed with contractor. Tests in a.m. meet the recommendations in the geotechnical report. GeoSoils, Inc. B.. 41j$L PAGE: 1 OF 1 This field report presents a summary of observation and testing by Geosoils, Inc. personnel. Our work does not include supervisio or direction of the actual work of the contractor, his employees, or agents. The contractor should be informed that neither th I resence of our field representative, nor the observation and testing by our firm, shall excuse him in anyway for defects discovere n his work. It is understood that our firm will not be responsible for job or site safety on this project. I FIELD TESTING REPORT W.O.# 5247B1SC DATE: 03/25/08 NAME: TODD HOURS: 8 CLIENT ROBERTS ON FAMILY TRUST TRACT PA-12 LOCATION CARLSBAD SUPER KEN __CONTRACTOR ASTLEFORD EQUIP. 2/3-637, 1-D5, 1-D8,1-BLADE, 1-WATER TRUCK TEST NO. LOCATION EL Or DEPTH MOISTURE CONTENT% DRY DENSITY % RELATIVE COMPACTION TEST TYPE SOIL TYPE 242S PA-12 54.0 11.1 107.4 83.9% ND B 243S PA-12 56.0 13.8 106.8 90.53/6 ND A 244S PA-12 58.0 11.8 114.5 91.6% ND C 245S PA-12 60.0 11.0 112.5 90.0% ND C 246S PA-12 62.0 14.2 108.9 92.3% ND A 247S PA-12 64.0 13.8 107.5 91.1% ND A 248 PA-12 63.0 22.5 93.2 91.4% SC E 249 PA-12 65.0 25.4 91.9 90.1% ND E 250 PA-12 67.0 13.9. 107.0 90.7% ND A 251 PA-12 69.0 21.5 91.8 90.00% ND E IUMMbNI: Test results meet the recommendations in the geotechnical report. GeoSoils, Inc. B.. AV- PAGE:1 OF This field report presents a summary of observation and testing by Geosoils, Inc. personnel. Our work does not include supervision I or direction of the actual work of the contractor, his employees, or agents. The contractor should be informed that neither the resence of our field representative, nor the observation and testing by our firm, shall excuse him in anyway for defects discovered n his work. It is understood that our firm will not be responsible for iob or site safety on this proiect. FIELD TESTING REPORT S W.O.# 5247-61-SC DATE: 03/24/08 NAME:TODD HOURS: 8 CLIENT ROBERTSON FAMILY TRUST TRACT PA-12. LOCATION CARLSBAD SUPER KEN CONTRACTOR ASTLEFORD EQUIP. 214-637, 1-D5, 1-D8,1-BLADE, 1-WATER TRUCK ISIIU[.]% 1IU' RELATIVE COMMENTS: - Contractor placed fill along perimeter of site in the same areas as 3/21. Test results comply with the recommendations in the geotechnical report. GeoSoils, Inc. B.. PAGE: 1 OF 1 This field report presents a summary of observation and testing by Geosoils, Inc. personnel. Our work does not include supervision b O r direction of the actual work of the contractor, his employees, or agents. The contractor should be informed that neither the resence of our field representative, nor the observation and testing by our firm, shall excuse him in anyway for defects discovered Pn his work. It is understood that our firm will not be responsible for iob or site safety on this øroiect. FIELD TESTING REPORT * . W.O.# 5247B1SC DATE: 03/17/08 NAME: TODD HOURS: 8 CLIENT ROBERTSONFAMILYTRUST TRACT PA-12 LOCATION CARLSBAD SUPER KEN CONTRACTOR ASTLEFORD EQUIP. 4-637, 1-D5, 1-D8, 1-D9, 1-WATER TRUCK, 1-BLADE TEST NO. LOCATION EL. Or DEPTH MOISTURE CONTENT% DRY DENSITY % RELATIVE COMPACTION TEST TYPE SOIL TYPE 187 PA-12 50.0 13.6 106.6 90.3% ND A 188 PA-12 50.0 14.0 106.5 90.3% ND A 189 PA-12 52.0 12.3 114.5 92.3% ND D 190 PA-12 52.0 11.7 113.8 91.8% ND D 191 PA-12 52.0 12.3 113.0 91.1% ND D 192 PA-12 52.0 11.7 116.2 90.8% ND B 193 PA-12 54.0 8.1 109.2 87.4% ND C ¶Subdrain ExtensionE Fill Areas Tested LUMMN I Observed site grading at clients request. Except test #193, test results meet our recommendations. Test 193 failed due to low moisture, and has not been retested Extended subdrain outlet from adjacent project to daylight. GeoSoils, Inc. BY: PAGE: 1 OF I This field report presents a summary of observation and testing by Geosoils, Inc. personnel. Our work does not include supervision or direction of the actual work of the contractor, his employees, or agents. The contractor should be informed that neither the presence of our field representative, nor the observation and testing by our firm, shall excuse him in anyway for defects discovered In his work. It is understood that our firm will not be resoonsible for iob or site safety on this oroiect. I FIELD TESTING REPORT w.O.# 5247-BI-SC DATE: 03/18/08 NAME: TODD HOURS: 8 ROBERTSONFAMILYTRUST TRACT PA-12 LOCATION CARLSBAD KEN CONTRACTOR ASTLEFORD 4-637, 1-D5,.1-D8, 1-D9, 1.WATER TRUCK, 1-BLADE CLIENT SUPER EQUIP TEST LOCATION EL. Or MOISTURE DRY % RELATIVE TEST SOIL NO. DEPTH CONTENT% DENSITY COMPACTION TYPE TYPE 193A PA-12 50.0 13.6 106.6 90.3% ND A 194 PA712 52.0 12.1 111.5 89.9% ND D 195 PA-12 53.0 12.3 114.5 92.3% ND D 196 PA-12 54.0 11.7 100.2 84.9% SC A 196A PA-12 54.0 14.7 107.3 90.9% ND A 197 PA-12 55.0 11.7 100.4 85.1% ND A 197A PA-12 55.0 8.1 108.7 92.1% ND A 198 PA-12 56.0 11.2 115.6 90.3% SC B Fell Area S - 'S .. c' • 1 I ' A Fill Are COMMENTS: Observed site grading at client's request. Contractor hauled cut from hill to areas on the east and west sides of site. and retests meet the recommendations in the geotechnical report. GeoSolls, Inc. BY: PAGE: 1 OF I This field report presents a summary of observation and testing by Geosoils, Inc. personnel. Our work does not include supervisiol or direction of the actual work of the contractor, his employees, or agents. The contractor should be informed that neither th I resence of our field representative, nor the observation and testing by our firm, shall excuse him in anyway for defects discovere n his work. It is understood that our firm will not be responsible for job or site safety on this project. FIELD TESTING REPORT S . W.O.# 5247-B1-SC / DATE: 03/19/08 NAME: TODD HOURS: 8 CLIENT ROBERTSONFAMILYTRUST TRACT .PA-12 LOCATION CARLSBAD SUPER KEN CONTRACTOR ASTLEFORD EQUIP. 4-637, 1-D5, 1-D8, 1-BLADE, 1-WATER TRUCK TEST NO. LOCATION ... EL. Or DEPTH MOISTURE CONTENT% DRY DENSITY % RELATIVE COMPACTION TEST TYPE SOIL TYPE 199 PA-12 57.0 23.6 92.6 90.8% SC E 200 PA-12. 57.0 21.9 92.8 91.0% ND E 201 PA-12 57.0 22.7 93.4 91.6% ND 202 PA-12 . 57.0 24.7 92.1 90.3% ND E 203 PA-12 57.0 23.9 92.3 90.5% SC E 204 PA-12 57.0 14.7 107.5 91.1% ND A 205 PA-12 59.0 13.5 106.6 90.3% ND A 206 .PA-12 59.0 15.3 106.8 90.5% ND A 207 PA-12 59.0 21.6 93.2 91.4% SC E 208 PA-12 59.0 22.9 91.9 90.1% ND E 209 PA-12 59.0 21.7 92.4 90.6% ND E 210 PA-12 59.0 13.9 107.2 90.8% ND A 211 PA-12 53.0 14.5 106.9 90.6% SC A 212 PA-12 53.0 15.5 106.5 90.3% ND A 213 PA-12 53.0 13.7 107.7 91.3% ND A 214 PA-12 55.0 21.8 91.8 90.0% ND E 215 .PA-12 55.0 22.6 92.3 90.5% SC E 216 PA-12 55.0 21.5 91.9 90.1% ND E 217 PA-12 61.0 25.7 92.0 90.2% ND E 218 PA-12 61.0 25.2 92.4 90.6% ND E 219 PA-12 L,UIVIIVII I 0. Performed testing on the east and west side of hill at the north end of Test results meet the recommendations in the geotechnical report. GeoSoils, Inc. B.. PAGE: 1 OF 1 This field report presents a summary of observation and testing by Geosoils, Inc. personnel. Our work does not include supervision or direction of the actual work of the contractor, his employees, or agents. The contractor should be informed that neither the presence of our field representative, nor the observation and testing by our firm, shall excuse him in anyway for defects discovered n his work. It is understood that our firm will not be resDonsible for iob or site safety on this Droiect. I FIELD TESTING REPORT S . . W.O.# 5247-B1-SC DATE: 03/20/08 NAME: TODD HOURS: .8 CLIENT ROBERTSON FAMILY TRUST TRACT PA-12 LOCATION. _.CARLSBAD SUPER KEN . _..CONTRACTOR .ASTLEFORD EQUIP 4-637 1 05 1 08 1 BLADE 1 WATER TRUCK TEST NO. LOCATION .. EL Or DEPTH MOISTURE CONTENT% DRY DENSITY % RELATIVE COMPACTION TEST TYPE SOIL TYPE 220 PA-12 59.0 14.5 107.2 90.8% SC A 221 PA-12 . 60.0 15.2 108.2 91.7% ND A 222 .PA-12 _. 60.0 15.0 107.4 91.0% ND A 223 .PA-12 60.0 22.4 92.1 90.3% ND E 224 PA-12 61.0 21.8 92.3 90.5% SC E 225 PA-12 61.0 14.7 117.3 91.6% ND B 225 .PA-12 63.0 13.5 115.4 90.2% ND . B 227 PA-12 62.0 15.3 118.2 94.6% ND 228 PA-12 62.0 12.1 115.8 93.4% SC D Observed site grading. Contractor performing double haul to the east and west side of hill .Performed testing there. Test results comply with the recommendations in the geotechnical report regarding moisture and relative compaction GeoSoils, Inc. B.. PAGE: 1 OF 1 This field report presents a summary of observation and testing by Geosoils, Inc. personnel. Our work does not include supervision or direction of the actual work of the contractor, his employees, or agents. The contractor should be informed that neither the presence of our field representative, nor the observation and testing by our firm, shall excuse him in anyway for defects discovered his work. It is understood that our firm will not be responsible for job or site safety on this project. I FIELD TESTING REPORT S W.O.# 5247-B1-SC DATE: 03/21/08 NAME: TODD HOURS: 8 CLIENT ROBERTSON _FAMILY TRUST TRACT PA-12 LOCATION CARLSBAD SUPER KEN CONTRACTOR ASTLEFORD EQUIP. 4-637, 1-D5, 1-D8,1-BLADE, 1-WATER TRUCK iertormeci testing wnere noted. I-ill was concentrated along top 0t slope where noted. I Test results meet the recommendations in the geotechnical report. GeoSoils, Inc. Ii B.. PAGE: 1 OF 1 This field report presents a summary of observation and testing by Geosoils, Inc. personnel. Our work does not include supervisiol or direction of the actual work of the contractor, his employees, or agents. The contractor should be informed that neither th resence of our field representative, nor the observation and testing by our firm, shall excuse him in anyway for defects discovere n his work. It is understood that our firm will not be responsible for job or site safety on this project.