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SUOI1IpUO:J jIOS JO AlBUlUlns 101-AH-10l - 1\ ;ljqBl sl(ns:Jl:!ls:J.l A1ISU;la PPld - I ;llqBl :SjU:JUlIj:lBllV S;lUJOH uOlaUlII(! (p) :uo!lnqulsla ~ "1-"1.. I 118\(1. S11ns:nllS11ll1SN10 0111:1 VI:I~3d e ~:t I FIELD DENSITY TEST RESULTS 1 ...................... .................................................................... .:VfESm"':'kTISS!.t .:{{I'::;;::m;:lrBS!.t:" .;.'; ....,. .;c:,;,::,:::::;:;:;::::::::':"':':'::;::::';::::': _.,..:_:.:,:..,:.:.:.:.:,:,:.:.:,:.:_:::_::~:_:_,,_.:::::::...:.:,:.'.:,:.:.:.:.:.:.:.:.'.'.',:,:.'.:,','.....::;:;:~:.,- .:.;.:.:.:.:.;.;.:.:.:.:.:.:.;.:.:.:_:.:.;.:.:.: IPAttEi:No:;;;;iIljQ~~IIQN ........;..'.....'......,."'. TABLE I TR 25892 .......-....-....-,. --.-..--...........-----------. j!!~f!!~!~~. jliJf!ll}(ff!iXliI ~iH~!~~~s;r.sonmm1 ..:...'.!~~j(i@)I;I\\iX!ii2 06/22/0 I I Lot 23 1145,0 9,1 128.4 94 2 1 06/22/0 I 2 Lot 23 1147,0 8,9 121.4 92 6 06/22/0 I 3 Lot 24 1142,0 18.5 108,5 91 4 1 06/22/0 I 4 Lot 24 1143,0 10,9 118,5 92 3 06/22/0 I 5 Lot 25 1141.0 6.4 119,8 93 3 06/22/0 I 6 Lol25 1143,0 5,6 119,7 93 3 106/22/01 7 Lot 24 1142,0 9,9 127,1 93 2 06/22/0 I 8 Lot 24 1143,0 9.4 125,8 93 I 06/22/0 I 9 Lot 23 1145,0 11.9 122,7 91 I I 06/22/0 I 10 Lot 23 1147,0 10,2 123,7 94 6 06/22/0 I II LoI23 1149,0 8,9 127,3 93 2 1 06/22/0 I 12 Lot 23 1151.0 10,2 123,7 94 6 06/22/0 I 13 Lot 24 1145,0 10,7 , 119,6 93 3 06/22/0 I 14 Lot 24 1147,0 10,2 124,6 94 6 1 06/22/0 I 15 LOI25 1145,0 11.1 125,1 95 6 06/22/0 I 16 LOI25 1147,0 7,9 127,3 95 I 06/22/0 ] 17 LOI23 1149,0 10.6 13.4 93 6 1 06/22/0] 18 Lot 24 1149,0 11.6 119,9 93 3 06/22/0 I 19 LoI25 1148,0 8,9 121.1 94 3 1 06/25/01 20 Lol23 1145,0 9,6 113.4 88 3 06/25/01 21 Lot 23 1147,0 7,3 112,1 87 3 06/25/0 I 22 Lot 24 ]149,0 8,7 109,1 84 3 1 06/25/0 I 23 Lot 24 1150,0 9,3 112,0 87 3 06/25/0 I 24 Lot 24 1149,0 9,8 114,6 89 3 06/25/0 I 25 Lol24 1150,0 11.3 107,9 83 3 1.06/25/01 26 RT No, 24 10,3 121.2 94 3 06/25/0 I 27 RT No, 25 11.2 122.\ 95 3 1 06/25/01 28 RT No, 20 9,0 120,7 93 3 06/25/0 I 29 RT No, 21 11.6 119,9 93 3 06/25/01 30 RT No, 22 8,6 120.4 93 3 106/25/01 31 RT No, 23 9,7 ' 124,3 96 3 06/26/01 32 LOI23 1152,0 9,1 121.2 92 6 106/26/01 33 LoI23 1154,0 9.4 122,9 93 6 06/26/0 I 34 LOI23 1152,0 8,0 124,0 94 6 06/26/0 I 35 Lot 23 1154,0 10,7 120,2 91 6 I 06/26/0 I 36 Lot 25 ]152,0 8,2 120,0 91 6 06/26/0 I 37 LoI25 1154,0 7,1 119,3 92 3 06/26/0 I 38 Lol25 1151.0 10.4 120.3 93 3 1 06/26/0 I 39 LOI25 1153,0 9,8 123,5 96 3 -;..A.. PETRA GEOTECHNICAL, INC NG Natural Ground 85% required OCTOBER 2001 I J,N. 107-01 . Sandcone TABLE /1 I I~ I TABLE I FIELD DENSITY TEST RESULTS TR 25892 '.ll~'...;;!Il~:Il.. kkltIii..ti.Iff:ESTit;t Ii;;!; .........~l,t~~~t p~fj]Jjj;mQ;.I.. .........I;IIIII~QrJ~[!Q1J!.I.m;t.I(tt)I !i!IIII'II~II;'IIII~II;illl;!~: 06/26/0 1 40 Lot 24 I 06/26/01 41 Lot 24 06/26/01 NG-42 Lot 10 I 06/26/01 NG-43 Lot 9 06/27/01 44 LOI 23 06/27/01 45 Lot 23 I 06/27/01 46 Lot 23 06/27/01 47 Lot 25 06/27/01 48 Lot 25 I 06/27/01 49 LOI25 06/27/01 50 LOI25 I 06/27/01 51 Lot 25 06/27 /0 1 52 Lot 25 06/27 /0 1 53 Lot 25 I 06/27/01 54 Lot 25 06/27 /0 1 55 Lot 22 I 06/27/01 56 Lot 22 06/27/01 57 Lot 22 06/27/01 58 Lot 10 I 06/27/01 59 Lot 10 06/28/01 60 LoI 23 06/28/01 61 Lot 23 I 06/28/01 62 LOI23 06/28/01 63 LOI 25 I 06/28/01 64 Lot 25 06/28/01 65 LOI 25 06/28/01 66 Lot 24 I 06/28/01 67 Lot 24 06/28/01 68 Lot 24 06/28/01 69 Lot 23 I 06/28/01 70 LOI23 06/28/01 71 LoI23 I 06/28/01 72 LollI 06/28/0 1 73 Lot 11 06/28/01 74 Lot 11 I 06/28/01 NG-75 Lot 10 06/28/01 NG-76 Lot 10 06/29/01 77. LOI 10 I 06/29/01 78 Lot 10 I PETRA GEOTECHNICAL, INC j,N, 107-01 1155,0 1157,0 1148,0 1147,0 1157,0 1157,0 1158,0 1155,0 1156,0 1157,0 1155,0 1156,0 1154,0 1155,0 1156,0 1149,0 1150,0 1151.0 1148,0 1149,0 1159,0 1160,0 1161.0 1157,0 1158,0 1159,0 1156,0 1157,0 1158,0 1152,0 1153,0 1154.0 1150,0 1151.0 1153,0 1162,0 1157.0 1152.0 1154,0 8,7 121.8 92 6 9,0 127,6 95 1 16,0 108,3 88' 5 11.6 115,1 96' 4 8,4 . 128,8 96 1 8,9 125,7 93 1 8,0 124,8 93 I 8,2 122.4 91 I 7.4 122,1 91 1 8,9 127,8 95 1 9,1 118.4 92 3 9,3 124,1 92 1 13,1 119.4 90 6 10,3 125,9 93 1 9,2 125,9 93 1 12,0 124,7 93 1 11.7 124.3 92 1 10,6 126,0 92 2 7,7 120,1 91 6 9,7 120,5 91 6 14,6 117,7 91 3 12,9 120.5 91 6 13,3 120,2 91 6 13,6 121.2 92 6 11,8 124,1 94 6 9,8 127,9 94 2 12.6 120.5 91 6 1\.3 124.4 94 6 12,5 124,6 92 I 12,2 123,1 93 6 12,7 122,2 92 6 14,6 119,8 91 6 14,0 119,2 92 3 12.4 118,0 91 3 10,9 126,7 94 1 16,7 112,7 92 5 17,9 113.4 92 5 16,1 115,5 87 6 14,2 113,7 86 6 NG Natural Ground 85% required * Sandeone OCTOBER 2001 TABLE I 2 ,- 2-'v I I ;) TABLE I FIELD DENSITY TEST RESULTS TR 25892 .....-----". -.... ...... a_lfIII.li ~;rilillll_lln!Ir!!!lr:::)V~~llfBIIIII;llllrllr!111111I111111 06/29/01 79 RT No, 77 I 06/29/01 80 Lot 10 06/29/01 81 Lot 10 I 06/29/01 82 RT No, 78 06/29/01 . 83 Lot 10 06/29/0 I 84 Lot 10 I 06/29/01 85 Lot 10 06/29/01 86 Lot 10 06/29/0 I 87 Lot 10 I 06/29/01 88 Lot 10 06/29/01 89 Lot 10 I 06/29/01 90 LotIO 07/05/01 91 Lot 23 07/05/01 92 LOI23 I 07/05/0 I 93 Lot 23 07/05/01 94 Lot 10 07/05/01 95 Lot 10 I 07/05/01 96 Lot 10 07/05/0 I 97 LOI 10 I 07/05/01 98 Lot 10 07/05/01 99 Lot 10 07/05/0 I 100 Lot 9 I 07/05/01 101 LOI9 07/05/01 102 Lot 10 I 07/05/01 103 LOI9 07/05/0 1 104 Lot 9 07/05/01 105 Lot 9 I 07/05/01 106 RT No, 94 07/05/01 107 RT No, 95 07/05/01 108 LOIIO I 07/05/01 109 LOI 10 07/05/01 110 RT No, 98 I 07/05/01 111 RT No, 99 07/05/0 1 112 Lot 9 07/05/01 113 RT No, 101 I 07/05/01 114 RT No, 102 07/05/0] ] 15 Lot 9 07/05/0J 116 RT No, 104 I 07/05/01 117 RT No, 105 I PETRA GEOTECHNICAL, INC },N, 107-01 1153,0 1154,0 1155,0 1156,0 1155,0 1156,0 1158,0 1154,0 1155,0 1156,0 1154,0 1155,0 1156,0 1158,0 1159,0 1160,0 1158,0 1159,0 1160,0 1155,0 1156,0 1157.0 1148,0 1149,0 1\50,0 1160,0 1158,0 1155,0 148,0 \3,9 118.4 90 6 12,8 118,7 90 6 15,6 117,2 91 3 14,0 118,9 90 6 12,3 124,1 94 6 9.4 118,9 90 6 14,9 116,5 90 3 11.0 125,6 93 1 11.5 124,8 93 I 10,5 118,2 91 3 10,8 121.9 94 3 10,0 125,7 93 I 12,1 112,0 85 6 12,8 123,7 94 6 10.4 113,3 86 6 11.7 112,8 84 6 10.7 117,5 89 6 9,3 123./9 94 6 11.2 119,6 90 6 13,3 117,7 89 6 12,0 117,6 89 6 10,7 120,2 91 6 11.2 117,0 89 6 12,3 114,0 86 6 8,3 122,0 92 6 12,0 117,7 89 6 8,5 115.4 87 6 9,5 121.8 92 6 10.4 119,9 91 6 11.9 120,1 91 6 12,9 121.5 92 6 10,9 ' 121.8 92 6 11.1 119.4 90 6 10,1 119.4 90 6 11.2 123,3 93 6 8,5 124,0 94 6 10_7 119,1 90 6 10,2 121.1 92 6 11.6 119,9 91 6 NG Natural Ground 85% required * Sandcone OCTOBER 2001 TABLE I 3 ~ II ~, I TABLEt TR 25892 FIELD DENSITY TEST RESULTS T~W;ImE$JH ................/iI;;;i;~.................................................................iELEYt..;I~!~;f~~~~~~i;!j~~i..,i;i~Q!f;!i;;i tjA't~.............;NO;I.. ii.i/H/EO€ATIONii}.......................:....... IilmI ........;I;i(iWf;(mID;;it~};;;;;jlFl.e~;;i; 07/05/01 118 RT No, 91 11.2 122,2 92 6 I 07/05/01 119 Lot 23 1155,0 10,7 119,0 90 6 07/05/0 I 120 RT No, 93 9.4 123,1 93 6 I 07/05/0 I 121 LOI23 1158,0 13.4 120,2 91 6 07/05/01 122 Lot 23 1160,0 10,7 125,3 93 6 07/05/01 123 Lot 23 1162,0 10,2 126,1 95 6 I 07/06/01 124 Lot 8 1156,0 11.7 119,5 90 6 07/06/01 125 Lot 8 1158,0 12.4 122,3 93 6 07/06/01 126 LOl8 1160,0 12,6 123,1 93 6 I 07/06/01 127 LOIIO 1150,0 14,3 122,7 93 6 07/06/01 128 LollO 1152,0 13,1 120.5 91 6 I 07/06/01 129 LollO 1154,0 14,2 121.8 92 6 07/06/01 130 Lol22 1147,0 13,2 123,0 93 6 07/06/01 131 Lot 22 1149,0 12.4 125,2 95 6 I 07/06/01 132 LOI22 1151.0 13,9 124,8 94 6 07/06/0 I 133 LOI25 1159.0 ]7,0 110.4 90 5 07/06/0 I 134 Lot 25 1160,0 13,5 114,7 94 5 I 07/06/0 I 135 LOI25 1161.0 12.7 123.5 93 6 07/09/01 136 W Court/Calle VenIura 1153,0 15,9 117,3 9] 3 I 07/09/01 137 W Court/Calle Ventura 1155,0 14,0 120,9 91 6 07/09/01 138 W CourI/Calle Ventura 1157,0 12,2 124,0 94 6 07/09/01 139 W Court/Calle Ventura 1152,0 12,5 120,5 91 6 I 07/09/01 140 W Court/Calle Ventura 1154,0 10,3 112,0 91 ' 5 07/09/01 141 W CourI/Calle Ventura 1156,0 14,2 ' 115,2 94 5 07110/01 142 W Court/Calle Ventura 1154,0 17,0 111.9 91 5 107/10/01 143 W CourI/Calle Ventura 1159,0 13,8 120,9 91 6 0711 % 1 144 W Court/Calle Ventura 1161.0 11.5 126,3 94 1 107/10/0\ \45 Lot 24 1163,0 12,6 116,5 90 3 07/10/01 146 LOI24 1165,0 13,2 117,5 91 3 07110/01 147 Lot 24 1166,0 13,7 1]7,9 91 3 107/10/01 148 Lot 24 1163,0 16,2 113,1 92 5 07/10/01 149 Lol25 1165,0 11.9 121.7 94 3 107110/01 150 LOl25 1166.0 14,2 116,2 90 3 07110/01 151 LOI24 1162,0 11.8 125,5 95 6 07/10/01 152 Lot 24 1164,0 12,7 120,3 91 6 I 0711 0/01 153 Lot 24 1166,0 14,2 119,7 91 6 07111/01 154 Lolli 1153.0 12.1 116,0 90 3 07111101 155 LOlli 1155,0 10,2 118,2 91 3 I 07111101 156 Lot II 1157,0 13.6 116,0 90 3 PETRA GEOTECHNICAL, INC NG Natural Ground 85% required OCTOBER 2001 z.1 I },N, 107-01 * Sandcone TABLE 14 I I I I TABLE I TR 25892 FIELD DENSITY TEST RESULTS .....TEST -.-,'-'-;."--.-,-,-.'-:-:-:-:-'-"-" .....-,-....--.... ......--.........-. ...DATE 07111/01 I 07111/0 I 07111/0 I I 07/11/01 07111/0 I 07111/01 I 07/11/01 07/11/01 I 07111101 07/11/01 07111/01 I 07/11101 07111/0 I 07111/01 I 07111/01 07/11/01 I 07111/01 07/11/01 07111/01 I 07111/01 07111/01 07113/01 I 07113/01 07/13/01 I 07113/01 07113/0 I 07/13/01 I 07113/01 07/13/01 07113/01 I 07113/01 07/\3/01 I 07/13/01 07113/01 07/13/01 I 07/13/01 07/13/01 07/\3/01 I 07/\3/01 PETRA GEOTECHNICAL, INC j.N, 107-01 I CQMPJi !!som!il!!il ......(iii......!!.~YJI'.fil i.TEST!!i .....ii..................jjts'iiI!it!iti..... EUEV MOISTURE ..DENSITY'" i.NQj....B~I~IQN.!...!....!;irt)J~(IJiiF.!i; 157 Lot 10 1152,0 12,5 119,6 90 6 158 LOIIO 1154,0 \2,1 123,7 94 6 159 Lot 10 1156,0 11.4 122,9 93 6 160 Lot 9 1152,0 18,0 1\36 93 5 161 LoI9 1154,0 13,( 123,0 93 6 162 Lot 9 1156,0 12,4 123,4 93 6 163 L019 1150,0 \3,1 117,8 91 3 164 Lot 9 1152,0 \3,6 119,9 93 3 165 Lot 9 1154,0 11.6 1\3,7 93 5 166 W Court/Calle Ventura 1162,0 14,1 119,2 90 6 167 W Court/Calle Ventura 1164,0 11.7 123,0 93 6 168 W CourIlCalle Ventura 1166,0 11.1 111,3 91 5 169 Lol25 1168,0 13,7 122.4 93 6 170 Lot 25 1169.0 12,3 120,0 91 6 171 Lot 25 1170,0 12.1 120,8 91 6 172 LOI25 1168,0 11.6 ' 118,0 91 3 173 LOl25 1169,0 12.3 120,1 93 3 174 Lol25 1170.0 13.1 117.9 91 3 175 LOI24 1168,0 11.7 121.7 92 6 176 Lot 24 1169,0 14,0 119,0 90 6 177 Lot 24 1170,0 13,0 121.7 92 6 178 LOl27 1170,0 13,4 112,5 92 5 179 LOI27 1172,0 14,1 117,1 91 3 180 LoI27 1174,0 11.7 12\.3 92 6 181 Lot 21 1170,0 15.2 1\3,3 92 5 182 Lot 21 1172. 0 13,9 116,8 95 5 183 Lot21 1174,0 10.4 114,8 94 5 184 Lot 25 1172.0 10,7 116,0 90 8 185 Lot 25 1173,0 9,6 118.4 92 8 186 Lot 25 1174,0 11.5 117,7 91 8 187 Lot 25 1172. 0 15,1 117.4 91 8 188 LOl 25 1173,0 14,2 118,4 92 8 189 LOl25 1174.0 11.7 116,2 90 8 190 LOl22 1171.0 \2.0 117.4 91 8 191 LOI22 1172,0 \2.9 121.6 92 6 192 Lot 22 1173. 0 \3,6 118,7 92 8 193 LOI24 1170,0 9,7 117.9 92 8 194 Lot 24 1171.0 9,3 118,6 92 8 195 Lot 24 1172. 0 1\.3 121.2 94 8 NG Natural Ground 85% required * Sandcone z$ OCTOBER 2001 TABLE I 5 I I liE I TABLE I TR 25892 FIELD DENSITY TEST RESULTS ~~;m~m;';;;J..~I;>>,<;~~~~i.i~~~~~R~~r~!~:\i..~~.f;li!~~'I;;! I J:!Ame; ..;NQ;) ;II;.;fiQg~mtQN III liE ((1};......;...............fI&J... ..w..........iXIRiDlili!r!@jiiii;;i;!;;!!1}llfli .... 07117/01 196 LOIIO 1158,0 13,2 121.9 95 8 I 07117/01 197 LOIIO 1160,0 12,6 124,0 96 3 07/17/01 198 LotIO 1162,0 9,6 127.4 93 2 I 07117/01 199 Lot 9 1159,0 11.8 129,5 95 2 07/17/01 200 LOI9 1161.0 13.4 114,7 94 5 07/17/01 201 Lot 9 1163,0 10,0 115,2 90 8 I 07/17/01 202 Lot 8 1159,0 13,1 119,8 93 3 07/17/01 203 Lot 8 1161.0 13,8 . 119,7 93 3 07/17/01 204 Lot 8 1163,0 12.4 115,8 90 8 I 07117/01 205 Lot 8 1160,0 18,7 117.4 91 8 07/17/01 206 Lot 8 1162,0 11.8 115.4 90 8 107/17/01 207 Lot 8 1164,0 11.4 113,7 93 5 07/17/01 208 LotIO ] 159.0 11.7 110,7 90 5 07117/01 209 LOIIO 1161.0 6,6 119,3 90 6 107/17/01 210 LotIO 1163,0 10,1 121.7 92 6 07/17/01 211 Lot II 1160,0 10.3 117.5 91 8 07/17/01 2]2 Lot II 1162.0 13.5 120,3 93 8 107/17/01 213 Lot II 1164,0 ]2.1 115,5 90 8 07118/0 I 214 LOI28 1167,0 11.3 124,0 94 6 107/18/01 215 LOl 28 1169,0 14,5 107,3 90 4 07118/0 I 216 Lot 28 1171.0 12,5 117,1 91 8 07/18/0 I 217 Lot 19 1178,0 11.6 117.4 89 6 107118/01 218 LOl19 1180,0 12,1 120,7 91 6 07118/01 219 LoII9 1181.0 12,7 116,1 88 6 I 07118/01 220 Lot 15 1190,0 12.9 117,9 89 6 07118/01 221 LOllS 1192,0 11.8 110,5 84 6 07/18/01 222 Lot 15 1194,0 \2,2 119,7 91 6 107/18/01 223 Lot 13 1185,0 !O.l 115,2 87 6 07118/01 224 Loll3 1187,0 11.7 110,6 84 6 07118/01 225 Lot 13 1189,0 8,6 lIS,S 87 6 107/18/01 226 Lot 20 1174,0 14,3 115,9 95 5 07/18/01 227 LOl20 1176,0 11.0 112,5 92 5 107/18/01 228 LOI20 1178,0 10,5 115,2 94 5 07118/01 229 Lot 25 1174,0 10,2 114,7 94 5 07/18/01 230 LOI25 1176.0 10,9 119,1 90 6 107/18/01 231 LOl 25 1177 ,0 15,9 113,1 92 5 07/18/01 232 LoI22 1174,0 12,5 113.7 93 5 07118/0 I 233 LoI22 1175,0 9,8 126.7 94 7 107118/01 234 Lot 22 1176,0 12,5 128,1 95 7 PETRA GEOTECHNICAL, INC NG Natural Ground 85% required OCTOBER 2001 z.q I J.N,107-01 * Sandcone TABLE 16 I I .................... .{+~I!MIIrn~MII .... .PATJi! .............I~qP.I).... 07/18/01 235 LoI26 I 07/18/0 1 236 Lot 26 07/18/0 I 237 Lot 26 I 07118/01 238 RT No, 237 07/18/01 239 RT No, 236 07/18/01 240 LOI26 I 07/18/01 241 RT No, 240 07119/01 242 RT No, 217 . 07/19/01 243 Lot 19 I 07/19/01 244 RT No, 219 07/19/01 245 RT No, 223 I 07/19/01 246 RT No, 224 07/19/01 247 RT No, 225 07/19/01 248 RT No, 220 I 07/19/01 249 RT No. 221 07/19/01 250 Lot IS 07/20/0 I 251 Lot 10 I 07/20/01 252 Lot 10 07/20101 253 Lot 10 I 07/20/01 254 Lot II 07/20/01 255 Lot II 07/20/01 256 Lot ] I 107/20/01 257 'LoI9 07/20/01 258 Lot 9 107/20/01 259 Lot 9 07/20/0 I 260 Lot 8 07/20/01 261 Lot 8 107/20/01 262 Lot 8 07/20/01 263 Lot 6 07/20/01 264 LOI6 107/20/01 265 Lot 6 07/20/0 I 266 Lot 7 107/20/01 267 LOI 7 07/20/01 268 Lot 7 07/20/0 I 269 Lot 30 107/20/01 270 LOI30 07/20/01 271 Lot 30 07/20/01 272 LOI29 107/20/01 273 Lot 29 I PETRA GEOTECHNICAL, INC. j.N. 107-01 TABLE I FIELD DENSITY TEST RESULTS TR 25892 .'TES'r IIIII!II~I~III!!I WiII1ELEM;{MOISTUR.E IIIilI(~)III(niJi 1183,0 1183,0 1185.0 1187,0 1179,0 1194,0 1169,0 1171.0 1173,0 1170,0 1172,0 1174,0 1169,0 1171.0 1173,0 1170,0 1172,0 1\74,0 1171.0 1173,0 1175,0 1170,0 1172,0 1174,0 1197,0 ]1199 1201,0 1185,0 1187,0 IIJI~~I .........(00} ....... """",...., , -------... ::;;';;:;:::;:;:;:;,:,. ..:....:....::;:}\f:::;,: ........._--..-......, (1()~iI .'r..... (&1);;1; 1 IlsQmlll ............................-..,......w..............,... ;,-"-,-:,;,;-:,:",;-:,:,,-;-,,,.,.:.:.:.:.,.,-,.;.:.;-;-;.: ........x....yp.... '.'E... ...,.... ...... ........ {~j{{:.:::::.:;::.:.::\_._.::w:mr 13.4 119,3 90 6 13,5 112,7 85 6 15.4 106.4 87 5 14,9 113,6 93 5 13,9 118,7 90 6 12,8 99.5 81 5 15,7 110,6 90 5 9,1 122,1 92 6 9,5 12,6 93 6 9,2 123,0 93 6 11.6 121.2 92 6 9,7 122,7 93 6 12,7 120,6 91 6 9,3 120,0 91 6 11.2 120,0 91 6 9,5 120,2 91 6 12,1 121.1 94 3 10,9 118,9 90 6 11.7 111.7 91 5 9,5 117,7 91 3 11.9 118,1 91 3 13,6 118,9 92 3 7,7 123.4 92 I 9,3 122,0 91 I 7,6 120,0 93 3 11.2 123,1 91 I 12,2 118,7 92 3 7,9 12\,5 94 3 10.4 113,5 93 5 7,9 116,9 90 3 11.2 121.5 94 3 10,7 118,3 92 3 11.3 113,7 93 3 15,1 111.0 90 5 11.8 . 111.4 91 5 12.1 112,0 91 5 12.4 114,1 93 5 12.4 113.4 92 5 14,1 114.4 93 5 NG Natural Ground 85% required * Sandcone OCT08ER 2001 TABLE I 7 Y> I I It TABLE I TR 25892 FIELD DENSITY TEST RESULTS 07/20/01 274 Lot 29 I 07/20/01 275 Calle Ventura @ Lot 30 07/20/01 276 Calle Ventura @ Lot 30 I 07/20/01 277 Calle Ventura @ Lot 30 07/20/01 278 Lot 19 07/20/01 279 Lot 19 I 07/20/01 280 Lot 19 07/23/01 281 Lot 19 07/23/01 282 Lot 19 I 07/23/01 283 Lot 19 07/23/01 284 Lot 18 I 07/23/01 285 Lot 18 07/23/01 286 Lot 18 07/23/01 287 Lot 17 I 07/23/01 288 Lot 17 07/23/01 289 LoI 17 I 07/23/01 290 LoII8 07/23/01 291 LOI 18 07/23/01 292 LoII8 I 07/23/01 293 Lot 14 07/23/01 294 Lot 14 07/23/01 295 Lot 14 I 07/23/01 296 Lot 20 07/23/01 297 Lot 20 I 07/23/01 298 Lot 20 07/24/01 299 LOI 19 07/24/01 300 Lot 19 I 07/24/01 301 Lot 19 07/24/01 302 Calle Ventura @ Lot 17 07/24/01 303 Calle Ventura @ Lot 17 I 07/24/01 304 Calle Ventura @ LoI 17 07/24/01 305 Lot 17 I 07/24/01 306 Lot 17 07/24/01 307 Lot 17 07/24/0 I 308 Lol IS I 07/24/01 309 Lot 15 07/24/01 310 LOII5 07/24/01. 311 LoII4 I 07/24/01 312 LOI 14 PETRA GEOTECHNICAL, INC. j,N. 107-01 1189,0 12,8 114,5 93 5 1184,0 12,0 113,9 93 5 1186,0 12,0 114,1 93 5 1188,0 10.4 114,6 93 5 1184,0 10,2 114,5 93 5 1186,0 11.4 113,9 93 5 1188,0 8,5 lIS,S 94 5 1190,0 13,2 117,3 91 3 1192,0 10,7 109,6 92 4 1194,0 14.3 115.2 94 5 1192,0 15.4 117,0 95 5 1194,0 14.4 112,2 91 5 1196,0 11.8 119,7 91 6 1195,0 14,6 117.4 91 3 1197. 0 13,2 113.4 92 5 1199,0 12,1 113,9 93 5 1191.0 10,1 125.4 93 I 1194.0 9.4 115,9 95 5 1196,0 13,9 II J.7 91 5 1193,0 11.8 114,1 93 5 1194,0 12,1 119,1 90 6 1195,0 11.2 117,1 91 3 1190,0 11.0 113,3 92 5 1192,0 8,7 113,9 95 4 1194,0 11.8 112.4 . 94 4 1191.0 8,8 118,6 90 9 1193,0 11.8 ' 122,8 93 9 1195,0 12,2 119,8 91 9 1199,0 13,8 113,6 93 5 1201.0 9,6 114,9 87 9 1203,0 I J.7 113,7 86 9 1200,0 14..9 114,0 93 5 1202,0 15.6 108.4 88 5 1204,0 12.5 115.4 87 9 1197,0 15,1 112,5 92 5 1199,0 15,2 111.8 91 5 1201.0 19,5 106.8 87 5 1197,0 10.5 120,0 91 9 1199,0 13,1 116.4 88 9 I NG Natural Ground 85% rl'quirl'd * Sandconl' OCTOBER 2001 TABLE 18 ~\ I I I; TABLE I TR 25892 FIELD DENSITY TEST RESULTS 11I1!~1'1 -.-..-.:.-.....-..:.-...:..:.... ...,._..s.-............_.__'.- ..........--....-.- ....-....-......-.. ....__..... u__ .............-.-. .-....-.-.-..'.......-.-......-...'.-. .......-..---..-.....,.-.- .-----.,...------ ............----. ;;;I~.i......i' ;;)U;!!.l1~JtlQl!I:I . ii;~j;i~!.i~l riIIiIIIlftl),;,i ;;;;;uIllllr ieQMIMIMMsolliliM ...;.....;.-,...:-..;.:--.-,.:.;-;-:-:.,-:-:.:.:.;......:.;.:.:.:...:.............;....-"............,.:- ;;fiJ.;. ; ....i.r. XlI....;1....; - ..-, ...... ................".".... ---_.........---- .......--.-.._--.. ..._._...-.-.---..... ... ---........... .............-'---.---.-.-. ........-.-...-.-..-......_.,.., I 07/24/01 313 Lot 14 1201.0 8,7 113,9 86 9 07/24/01 314 LoI20 1197,0 10,5 117.5 89 9 07/24/01 315 Lot 20 1199,0 11,3 113,7 86 9 I 07/24/01 316 Lot 20 1201.0 9,1 111.4 84 9 07/25/01 317 Calle Ventura @ Lot 17 1199,0 10,9 110,0 90 5 07/25/01 318 RT No, 303 8,8 119,3 90 9 I 07/25/01 319 RT No, 304 8,1 119,2 90 9 07/25/01 320 Lot 17 1200,0 9,7 119.4 90 9 I 07/25/01 321 Lot 17 1201.0 10,3 121.6 92 9 07/25/01 322 RT No, 306 12,6 110,9 90 5 07/25/01 323 RT No, 307 9,8 121.0 92 9 I 07/25/01 324 Lot 15 1202,0 13,8 112,6 92 5 07/25/01 325 RT No, 310 14,1 109,9 90 5 07/25/01 326 LOI 14 1197,0 11,6 120,6 91 9 I 07/25/01 327 RT No, 312 11.4 121.8 92 9 07/25/0 1 328 RT No, 313 13,2 120,6 91 9 I 07/25/01 329 RT No, 314 10,9 I2l.! 92 9 07/25/01 330 RT No, 315 126 119.9 91 9 07/25/01 331 RT No, 316 11.2 . 118,9 90 9 I 07/25/01 332 Lot 30 1205,0 8,7 118,7 92 8 07/25/01 333 Lot 30 1207,0 8,6 120.4 93 3 07/25/01 334 Lot 30 1209,0 11.8 113,6 93 5 I 07/25/01 335 Lot 18 1199,0 11.6 117.4 89 8 07/25/01 336 Lot 18 1201.0 10,3 115,0 87 9 I 07/25/01 337 Lot 18 1203,0 10,9 113,8 86 9 07/25/01 338 Calle Ventura @ Lot 32 1205,0 6,5 114,8 87 9 07/25/01 339 Calle Ventura @ LoI 32 1207,0 10,2 114,7 87 9 I 07/25/01 340 Calle Ventura @ LOI 32 1209,0 9,7 113.3 86 9 07/25/01 341 RT No, 335 12,3 120,1 91 9 07/25/01 342 RT No, 336 13,2 120,7 91 9 I 07/25/01 343 RT No, 337 10,6 118,6 90 9 07/25/01 344 RT No, 338 10,2 120,2 91 9 I 07/25/01 345 RT No, 339 12,0 121.2 92 9 07/25/01 346 RT No, 340 11.8 118,9 90 9 07/25/01 347 LOI4 1194,0 9,6 108,7 89 5 I 07/25/01 348 LoI4 1196,0 9,8 113,0 88 8 07/25/01 349 Lot 5 1186,0 11.3 113,6 88 8 I 07/25/01 350 Lot 5 1187,0 10.8 111.8 87 8 07/25/01 351 RT No, 347 14,3 114,6 94 5 I PETRA GEOTECHNICAL, INC NG Natural Ground 85% rl'quirl'd OCTOBER 2001 V }.N. 107-01 * Sandconl' TABLf/9 I I I TABLE! TR 25892 FIELD DENSITY TEST RESULTS T..............ES.................................'E..................................................!1'ESTHti} .. . _;"_,_;.:.;_,_;_:.;.;.:.;.:.:.,.;.,_,_,_,_,.,_:_,.;_..;_ QATJi!INQIII ~;;;;llRlll.'I;lllll;r:I':Ir::r:III;IIII1I11IiilliIIIIIII11111.111111 07/25/01 352 RT No, 348 12.4 118.8 92 8 I 07/25/01 353 RT No, 349 11.7 115,9 90 8 07/25/0 I 354 RT No, 350 10,6 115.5 90 8 I 07/26/01 355 Lol15 1205,0 14,3 1\3,2 92 5 07/26/0 I 356 Lol15 1207,0 15,2 112,0 91 5 07/26/01 357 Lol15 1209,0 \3,7 117,5 96 5 I 07/26/01 358 Lol 16 1207,0 12,9 115.3 94 5 07/26/0 I 359 Lol16 1209,0 15,6 114,9 94 5 I 07/26/01 360 Lol 16 1210,0 11.3 1\3,6 93 5 07/26/0 I 361 Lol17 1211.0 14,6 103.5 84 5 07/26/0 I 362 Lol17 12\3,0 13,3 105.4 89 4 I 07/26/0 I 363 Lol17 1215,0 14,1 105,0 86 5 07/26/0 I 364 Lol17 1211,0 14,8 118,2 96 5 07/26/0 I 365 Lol17 1213,0 16,0 111.5 91 5 I 07/26/01 366 LOI17 1215,0 13,1 ] \3.4 92 5 07/26/0 I 367 LOII8 1206,0 15,6 115,8 94 5 I 07/26/01 368 Lol18 1208,0 17,1 ]12,8 92 5 07/26/0 I 369 LOII8 1210,0 14,2 112,5 92 5 07/27/01 370 RT No, 361 ]0,1 1]5,0 94 5 I 07/27/01 371 RT No, 362 ]4,6 107,7 9] 4 07/27/01 372 RT No, 363 14,8 1\0,7 91 5 07/27/01 373 Calle Ventura @ Lol 17 ]217,0 12,8 ] 16,0 91 8 I 07/27/01 374 Calle Ventura @ LoI 17 1218,0 11.6 120,8 92 9 07127/01 375 Lot 17 1217.0 9,6 1]4,2 94 5 I 07/27/01 376 LOII7 1218,0 8,7 1]5,2 90 8 07127/01 377 Lot 19 slope 1212,0 15,8 ]14,1 94 5 07/27/01 378 Lol 19 slope 12\3,0 14,7 ] 12,8 92 5 I 07/27/01 379 Lot 4 1198,0 11.2 ] ]5.4 90 8 07/27/01 380 Lol4 1199,0 11.4 1]1.3 91 5 I 07/27/01 381 Lot 14 1198,0 11.7 118.6 90 6 07/27/01 382 Lol14 1199,0 11.7 ]12,2 92 5 07/30/01 383 LOI\3 1190,0 ]1.8 111.0 93 4 I 07/30/01 384 Lot 5 1187,0 11.1 1\3,3 95 4. 07/30/01 385 Lot \3 1191.0 \0,8 ' ] \3,3 95 4 07/30/0 I 386 Lol32 1220,0 14,0 1]6,3 91 8 I 07/30/0 I 387 Calle Ventura adj Lot 32 1224,0 12,2 1]9,2 91 9 07/30/01 388 LOl32 1224,0 12.6 ] 19.4 91 9 I 07/30/0 ] 389 LOII8 ]226,0 \0,8 119,5 91 9 07/30/0 ] 390 LOl32 1228.0 9,6 120,1 91 9 I PETRA GEOTECHNICAL, INC. NG Natural Ground 85% required OCTOBER 2001 ~'? }.N, 107-01 · .Sandeone TABLE 110 I I Il:=~llW:::~iiil;lIli~iI .. ..--.-..............:;._,-:.,. I I I I I I I I I I I I I TABLE I TR 25892 FIELD DENSITY TEST RESULTS 07/30101 07/30/01 07/30/0 I 07/30/01 07/30/0 I 07/30/01 07/30/01 07/31/01 07/31/01 07/31/01 07/31/01 07/31/01 07/31/01 07/31/01 07/3l101 07/31/01 07/3l101 07/3l101 07/3l101 07/31/01 08/0 lIO I 08/01/01 08101/01 08101/01 081OlIOI 08/0ll01 08101/01 08/01/01 08101/01 08/01/01 08/01/0 I 08/01/01 08/01/0 ] 08/01101 08/0 lIO I I 08/01/01 08/OlIOI 08/01/01 I 08/02/01 I .nIIIIIIII~~~~;..;!~~~~......................................................................D...................,...............E.............................~....N.~....S...................F>..r.....T...............................!l.......................... .....tIitII.(ft);. .....InI;~l!"flnI .. '~!.'.. .....{...Ir} ;.~!.!~II..l".! }lw IlmllX!lIimi 391 LOII3 1194,0 11.5 112.4 92 5 392 Lot 13 1196,0 10,3 113,8 93 5 393 Lot 13 1198,0 14,5 111.0 91 5 394 LoII3 1200,0 12,0 114,2 93 5 395 LOII3 1202,0 14.8 111.5 91 5 396 Lot 20 1204,0 13,9 112,7 92 5 397 LOII8 1215,0 14,7 108,0 90 4 398 Lot 16 1227,0 11.8 112,9 95 4 399 Lot 15 1216,0 15,7 116,3 95 5 400 LoI31 1226,0 12.4 114.4 94 5 401 Lot 12 1178,0 12,8 114,6 89 3 402 RT No, 401 10,8 118,8 92 3 403 Lot 6 1179,0 12_3 118,8 92 3 404 Lot 6 1181.0 10,7 110_0 86 3 405 RT No, 404 10,5 115,6 90 3 406 LOII2 1179,0 Il.! 117,0 91 3 407 LOII4 1204,0 11.8 109,5 90 10 408 LoI 20 slope 1206,0 12,2 110.8 91 10 409 LOl14 1205,0 12,6 ] 11.2 91 10 410 Lot 19 1207,0 11.5 110,1 91 10 411 Lot 7 ] 171.0 11.0 111,5 92 10 412 Lot II 1173. 0 13.5 114,3 94 5 413 Lot 7 1175,0 Il.! 116.4 90 3 414 LOlli 1175,0 ]1.5 116,2 90 3 415 LOl7 1178,0 10,3 117,3 91 3 416 Lot 11 -1177,0 12,8 ' Ill.! 91 5 417 LOI4 1203,0 10,8 117,1 91 3 418 Lot 4 1206,0 11.0 118.4 92 3 419 LOl4 1209,0 10,5 117,5 91 3 420 LOI3 1213,0 13,8 112,1 92 5 421 Lots 2/3 1225,0 ] l.! 107,3 90 4 422 Lot I 1230,0 9,5 115,9 90 3 423 Lot 14 1207,0 10,2 116,2 90 3 424 Lot 14 1209,0 10.6 116,6 91 3 425 L0l3 1222,0 8.4 113,9 94 10 426 LOl22 1172,0 7,7 119.4 91 9 427 LOl22 1174,0 8,9 118,8 90 9 428 LOI21 1176,0 9,1 12l.! 92 9 429 LOI 20 slope 1208,0 12.4 119,0 90 9 NG Natural Ground 85% required · Sandcone ~A PETRA GEOTECHNICAL, INC },N. 107-01 OCTOBER 2001 TABLE 111 I FIELD DENSITY TEST RESULTS 1.......:.:'tES.'1' ..;ETESTII'..I..E?ii..;~E/ . .._..---,-------- :.;.:;;:::,:::,)::::::::::::::';;::::::;::::::::,::;::::;;::::: ............-.-.-.--.,.--..-.;.-.....-.:...........................-_._'------...;_.,..-...........:.: I...... .t!il.T:!i! .I.@iNQiII:..t... Eh....n;ii;XWQQ?\;tflRN 08/02/0 1 1.08/02/01 08/02/01 1 08/02/01 08/02/01 08/02/0 1 1 08/02/0 I 08/02/01 08/02/01 1 08/02/01 08/02/01 1 08/03/01 08/03/01 08/03/01 1 08/03/01 08/03/01 1 08/03/01 08/03/01 08/03/01 1 08/03/01 08/03/0 1 08/06/01 1 08/06/01 08/06/0 1 1 08/06/01 08/06/01 08/06/01 1 08/06/01 08/06/01 08/06/01 1 08/06/01 08/06/01 1 08/07/01 08/07/01 08/07/01 1 08/07/01 08/07/0 I 08/07/0 I 1 08/07/01 TABLE I TR 25892 .........-.'-..-.-.-.... ......... d. .- ........... ............-..'-. ..............,.-.-...,.-.-...-.. ....--.--........-. ----........-.... .---.._---_......-.-. ....-.,.........-.-...,....'-.-..-.. ................-. ..........-'....-.-...,.-.....---.-.... - ........... . .....-.,........ ......_........._.._..-_.N_....-. .........-........... .......,....,..---. ........_..._......,..'..-..'..... ..-............... .................. ,.............................-...,. ................. Illrlil!lllfB.Ilri~~lllllr~lllllli~~III::: 430 LOI 20 slope 1209,0 11.0 119,2 91 9 431 LoI 19 1206,0 9,9 119,9 91 9 432 Lot 14 1211.0 10,1 122,5 91 1 433 Lol19 1215,0 10,6 121.0 90 1 434 Lot 15 1213,0 10,0 122,9 92 I 435 Lot 18 1217,0 11.1 123,7 92 1 436 Lol18 1219,0 10,1 123,1 92 1 437 Lot 19 1221.0 16,2 99,7 91 11 438 Lot 15 1215,0 17.4 101.2 93 11 439 Lot 18 1223,0 15,9 98,8 91 11 440 LOIS 14/15/18 1223,0 12,2 107,2 90 4 441 LoI22 1177. 0 12.4 111.3 92 10 442 Lot 21 1178,0 11.1 109,9 90 10 443 Lot 21 1180,0 11.7 110.4 91 10 444 Lot 21 1182.0 10,9 109,5 90 10 445 Lot 21 1184,0 12,0 110,8 91 10 446 Lot 21 1186,0 10,3 118,0 92 8 447 Lots 20/21 1188,0 9.7 ' 118,2 92 8 448 Lot 20 1190,0 9,9 116,2 91 8 449 LoI15 1217,0 8,5 115,3 90 8 450 LOII5 1219,0 10.4 115,2 90 8 451 Lot 15 1121.0 10,0 119,1 90 9 452 Lot 16 1123,0 11.0 118,6 90 9 453 LOI 16 1125,0 9,3 121.5 92 9 454 Lot 15 1127,0 6,0 118,9 90 9 455 Lot 18 1129,0 10,5 117,2 91 8 456 Lot 16 1129,0 10,1 117,9 92 8 457 Lot !7 1130,0 10,3 114,0 89 8 458 RT No, 457 10,2 118,0 92 8 459 LoI3 1218,0 9,7 122,7 93 12 460 Lot3 1221.0 10,8 121.2 92 12 461 Lot 3 1224,0 11.1 120,5 91 12 462 LOI26 1173. 0 11.3 112,6 87 3 463 RT No, 462 11.2 116,0 90 3 464 LoI26 1175,0 10,2 115,7 90 3 465 LOl26 1177.0 9,8 115,9 90 3 466 Lot 26 slope 1179,0 6,8 119,7 91 9 467 LoI 26 slope 1181.0 7,0 121.4 92 9 468 Lot 26 slope 1183,0 6,8 119,6 91 9 NG Natural Ground 85% required * Sandcone 7P 1 PETRA GEOTECHNICAL, INC. [,N. 107-01 OCTOBER 2001 TABLE 112 I ~ TABLE) FIELD DENSITY TEST RESULTS TR 25892 TE$T DATE TESOO; ......I...........................................................................................................................\fES'l1.......................................................i....I................................................................. '::;':';':';.;::.,::::,,:,:::,:,:::::::,:,'::,',:,:,',:;:: . ..IIINQiI'" ........d.....:PQ~(.\l'IQN ;II;II.~~J1!..Ilmf~~~.~!~~;J;Y......,................................................................................0..................................0...........(.........%..........~............}........................................t................... ...............................................(ft' ...........{..................................i. ..................................................(DT.......c..'.............................. ............................................................i...................C......p..........""'.................... ...... :,-,:::-:,:::;:::;:::::::;:::::;:;:;:::;;:::,:;::;':',.:..1:.................:.......,:=((.I;,.... . :....~.,.......................... iU$omiWll liliiYiE1II;lj 08/07/0 I 469 Lot 3 finish slope 1 08/07/0 I 470 Lot 3 finish slope 08/08/01 471 Lot 16 1 08/08/01 472 Lot 16 08/08/01 473 LOI18 08/08/01 474 LOI17 1 08/08/01 475 Lot 17 08/08/01 476 Lot 17 08/08/01 477 LoI 17 I 08/08/01 478 RT No, 477 08/08/01 479 Lot 4 finish slope I 08/08/01 480 Lot 15 08/08/0 I 481 Lot 18 08/09/0 I 482 Lot 27 1 08/09/01 483 Lot 27 08/09/0 I 484 Lot 26 08/09/0 I 485 Lot 27 1 08/09/01 486 LOI26 08/09/01 487 LOI27 1 08/09/01 488 RT No, 486 08/09/01 489 RT No, 487 08/09/01 490 Lot 27 I. 08/09/01 491 LOI27 08/09/01 492 Lot 28 1 08/09/01 493 Lot 29 08/09/01 494 LOI28 08/09/01 495 Lot 27 1 08/09/01 496 Lot 29 08/10/01 497 Lot 29 08/10/01 498 Lot 29 1 08/10/01 499 Lot 29 08/10/01 500 Lot 29 1 08/10/01 501 Lot 30 08/ \0/0 I 502 Lot 30 08/10/01 503 LOI29 I 08/10/01 504 Lot 30 08/10/0 I 505 Lot 29 08/1 % I 506 LOl 30 1 08/\0/01 507 Lot 29 1 PETRA GEOTECHNICAL, INC J.N. 107-01 1222,0 10,0 1218,0 9,8 1230,0 12,7 1231.0 \0,6 1231.0 9,8 1233,0 10,0 1235.0 10.4 1235,0 \0,5 1236,0 10,2 \0,3 1207,0 10,0 1216,0 9,1 1223,0 9.6 1173,0 9,7 1175.0 9.4 1177,0 8,6 1180,0 90 1182.0 7,7 1184,0 7,7 8,8 9,0 1186,0 9.4 1188,0 10,6 1190,0 9,9 1192,0 8,7 1194,0 6,6 1196.0 7,8 1198,0 9,1 1200,0 10,0 1202,0 9.4 1204.0 8,8 1206,0 8,6 1208,0 9,9 1209.0 9,4 12\0.0 9,6 1211.0 10.1 1212,0 11.2 1213,0 12.0 1214,0 \0,8 NG Natural Ground 85% required * Sandcone 122,0 107,3 119.4 121.1 121.8 122,2 121.2 122,7 114,8 , 119,9 \03,2 118,6 119,8 117,5 118.3 117,5 118,2 115.0 115,0 116,9 117,2 119,0 121.4 121.5 123,3 !HI,3 117,7 118,6 121.4 120,8 119,0 120,2 121.5 120,6 121.0 121.7 117.0 118,9 116.4 92 12 90 4 90 12 92 12 92 12 92 12 92 12 93 12 87 12 91 12 85 10 90 12 91 12 91 3 92 3 91 3 92 3 89 3 89 3 91 3 91 3 90 12 92 12 92 12 93 12 92 3 91 3 93 3 92 12 91 12 90 12 91 12 92 12 91 12 92 12 92 12 91 3 92 3 90 3 OCTOBER 2001 TABLE 113 ~'" I I I' TABLE I TR 25892 FIELD DENSITY TEST RESULTS .......-.-.-.........---.-- T~I,Illi1$;t P~XE;lNQ;l ........-....-... '-"--"--'---.--" ...--............... ................ '-'-'-'-"-'-'-'-'-','-"'-'" ................. .........--.-..--. ......,--,--,.--. .,-..---_.,,------ ..----..--.......-.... ........ ...... ................... .----.--......---.._. ........... . ,-..,--,---------, ..'------.-----.------ ....- ........ ................. ....-...-.---..--. ,.c.:.,..-.-.-",---.;..:.-.-.-.- ....---.-......-.-.--.--.-.-., .. .......... ., .,},:)""!tEST,:::""""""",,," """',,,\:)}},'," """'ELEX(""'" 11~I~lIIHl1;i](ft1i! ',..,..,'.....,',...'.,M...'.,."."..,...,'....'"..,."......,0.,...,.,.'.."...',..,.,,1...',...,....(8.'.,.,'.m....'.....,...~,.,......,...,....'...pRE,..',.,.....,..'.,....,'..,...,.......,...'...,'.....'..,....,...,.....,.,......"..".,..,.....,..".....,..".D"".,...,..,.,.'...,....,E"....',....,'...'..f.....~.........S......'.......,.I.....~,.,...'...,....,..,'..,...."..ll,..,....,."'.,.........,..,........,,...,.,..,..,.............,'..,'"."...,,'.€,...,...,..,..,.,..,..,..,'...,..O.......'...(....."m.,.,.'.,MR........,...".')...,.,..,'.".'., it ,~OIE' ; x WI , PWI"';l;llll;~ilItJ 08/10/01 508 Lot 29 1200,0 10,2 115,8 90 3 I 08/10/01 509 Lot 28 1397,0 10.0 ' 115,6 90 3 08/13/01 510 LOI 5 finish slope 1205,0 9,5 109,2 90 10 I 08/13/01 511 Lot 7 finish slope 1174,0 9,5 111.9 87 3 08/13/01 512 Lot 8 finish slope 1166,0 10,0 111,0 86 3 08/13/01 513 Lot 9 finish slope 1172. 0 10,5 112,3 87 3 1 08/13/01 514 RT No, 479 11.0 112,6 93 10 08/13/01 515 Lot 1 FG 9,1 123,1 93 12 I 08/13/01 516 Lot 1 FG 8,3 121.8 92 12 08/13/01 517 Lot 2 FG 6,7 123,8 94 12 08/13/01 518 Lot 2 FG 7,9 121,0 92 12 I 08/13/01 519 LOI3 FG 8,6 118,9 90 12 08/13/01 520 LOI3 FG 8,8 119,3 90 12 08/13/01 521 Lot 4 FG 10,2 110.4 91 10 I 08/13/01 522 Lot 4 FG 10,8 111.6 92 10 08/13/01 523 Lot 5 FG 11.4 112,1 92 10 I 08/13/01 524 Lot 6 FG 10,6 110,8 91 10 08/14/01 525 Lot 18 finish slope 1231.0 9.1 114,7 94 10 08/14/01 526 Lot 16 finish slope 1233,0 9,7 112,2 92 10 I 08/14/01 527 Lot 25 finish slope 1170,0 9.4 111,2 91 10 08/14/01 528 Lot 24 finish slope 1166,0 11.2 111.1 91 10 08/14/01 529 RTNo,511 9,7 116.7 91 3 I 08/14/01 530 RT No, 512 9,9 117.4 91 3 08/14/01 53J RT No, 513 10.4 118,2 92 3 I 08/14/01 532 LOIS 15/16 finish slope 1226,0 10,3 119,3 90 12 08/17/01 533 Lol 19 finish slope 1220,0 11.1 122,8 93 12 08/17/01 534 Lot 14 finish slope 1211.0 10,9 122.4 93 12 I 08117/01 535 Lot 14 finish slope 1214,0 9,5 113,9 94 10 08/17/01 536 LOI 10 finish slope 1162,0 9,2 117.4 91 3 08/17/01 537 Lot 32 1228,0 10,8 110,8 91 10 I 08120/01 538 Lol17 FG 5.4 121.6 92 12 08/20/0 1 539 Lot 17 FG 4,3 124,1 94 12 I 08/20/01 540 LOl16 FG 6.9 120.6 91 12 08/20/01 541 Lot 16 FG 7,2 121.2 92 12 08/21/01 542 Lot 15 FG 6,9 125,0 95 12 I 08121/01 543 Lot 14 FG 7.4 122,6 93 12 08121/01 544 Lot 19 FG 12,9 . 113,6 93 10 I 08121/01 545 Lot 20 FG 13,2 J14,2 94 10 08/21/01 546 LOI30 1215,0 11.5 118,/ 92 3 I PETRA GEOTECHNICAL, INC. NG Natural Ground 85% required OCTOBER 2001 ~1 f.N, 107-01 * Sandcone TABLE 114 I ~..... I TABLE I TR 25892 FIELD DENSITY TEST RESULTS [J!$[f:;t .....-;;tE$!t',.;, .,. ..........................~}................ p~ij;E!!~Qii1II1I.............'....IIIII~I~tI11 .---...--.--.........,.--.-..-.".-'.-.. ...-........---..-------...----,' ..........---.....-- ;.!~!I~'\E!ll~P....'....................................................................................................................D.,...........................E............,.........J....N...~.........S.........'.."...J...........1'Y......................,......'......l...........................,....................'...........'......................00............,.........:.......;.........,....~.......~........1'fP...........................................'...;..,.~..................t......"..................,................................................,...L.........~..................,..:...'....................r...........I.........'.............'.....'..........................1....· !(ft)..('~x "''''J '"'' ' ,A 08121/01 547 LOI30 1216,0 12,8 117,1 91 3 I 08/21101 548 LoI 13 finish slope 1202,0 16,7 98,3 90 II 08/21101 549 Lot 20 finish slope 1200.0 15,8 98,8 91 II I 08121/01 550 Lot 19 finish slope 1206,0 16,0 99,1 91 11 08/21101 551 Lot 21 finish slope 1188,0 11.5 113,6 93 10 08/21101 552 Lot 20 finish slope 1187,0 10,9 112,9 93 10 I 08/22/0 I 553 Lot 31 1228,0 7,6 116.4 90 3 08/22/0 I 554 Lot 32 1230,0 7,7 117,2 91 3 08/22/01 555 Lot 30 1220,0 8,7 116,6 91 3 I 08/22/01 556 Lot 31 1222,0 9,2 116,9 91 3 08/22/01 557 Lot 31 1224,0 9,0 117,9 92 3 I 08/22/0 I 558 LoI31 1232,0 9,6 118,3 92 3 08/22/0 I 559 LOI32 1234,0 10,1 118,9 92 3 08/22/01 560 Lot 26 slope 1286,0 9,8 121.7 92 12 I 08/22/0 1 561 Lot 26 slope 1289,0 9,0 121.5 92 12 08/22/0 I 562 Calle Cammella 1218,0 11.7 109,5 90 10 I 08/22/01 563 Calle Cammella 1178.0 12,8 110,6 91 10 08/22/0 I 564 Calle Cammella 1172,0 14,6 111.6 91 5 08/22/0 I 565 Calle Ventura 1223,0 15,0 112,7 92 5 I 08/22/01 566 Calle Ventura 1193,0 13.4 110,5 90 5 08/23/01 567 LoI I/Pauba Rd 1227,0 9,2 120.4 91 12 08/23/0 1 568 Lot IIPauba Rd 1229,0 8.7 118,9 90 12 I 08/23/01 569 Lot 16/Pauba Rd 1230,0 10,1 121.7 92 12 08/23/0 I 570 LOI l7/Pauba Rd 1233,0 11.4 122,6 93 12 I 08/28/01 571 Lot 30 finish slope 1223,0 10,2 112,7 93 10 08/28/0 I. 572 Lot 30 FG 9,2 122,1 92** 12 08/28/0 I 573 Lot 31 FG 9.6 121,2 92** 12 I 08/28/01 574 Lot21 FG 10.4 111.0 91** 10 08/28/0 I 575 Lot 22 FG 9,8 ' 112,5 92** 10 08/2810 I 576 Lot II FG 9.4 110,6 91** 10 I 08/28/01 577 Lot 22 FG 7,3 121.3 92** 9 08/28/0 I 578 Lot 11 FG 7.4 119,1 90** 9 I 08/28/01 579 Lot 12 FG 8,0 120.4 91 9 08/28/0 I 580 LoII2 FG 9,9 121.6 92 9 08/28/0 1 581 Lot 13 FG 9,8 120,9 92 9 I 08/28/01 582 Lots 30/31 finish slope 1219,0 8,6 123,0 93 12 08/30/0 ] 583 Lots 29/30 finish slope 1214,0 9.0 122,6 93 12 08/30/0 I 584 Lm 30 finish slope 1210.0 9.4 123.1 93 12 I 08/30101 585 Lot 29 FG 8.2 122.4 93 12 I PETRA GEOTECHNICAL, INC. NG Natural Ground 85% required OCTOBER 2001 ~ J.N.,107-01 * Sandcone TABLE I 15 I ~....... I TABLE I TR 25892 FIELD DENSITY TEST RESULTS .--.----.---_....--..... .:tIt$:tW~W DW1\F) ::t:]I:]::Ii~:\~t:1~~NQ~~~[:I:j ..;~;~~i;tIEEEYl I...............IQI~mlQ~ 1@;;.1....!! rIm. i~!r~II~lli'll .....-..-,_...-.....,.. .CUNlIM.,'i}iSQUUt 1,(IIirgl~.IJi. . 09/04/0 I 586 Lot 28 FG 5,6 125.3 95** 12 I 09/04/01 587 Lol27 FG 6,6 122,2 92** 12 09/04/01 588 Lot 32 1234,0 12,1 118,8 90 12 09/04/01 589 LoI 32 slope 1235,0 11.9 119.4 90 12 I 09/04/01 590 Lot 32 1235,0 9,5 123,9 94 12 09/04/01 591 Lot 32 slope 1236,0 9,7 122,5 93 12 I 09/05/01 592 , 1238,0 11.1 111.5 92 10 Lot 32 slope 09/05/01 593 Lot 32 slope 1240,0 10,6 110,8 91 10 09/05/01 594 LOI 32 slope 1242,0 10,2 109.5 90 10 I 09/05/01 595 Lot 23 1170,0 12,0 113,3 93 10 09/06/0 1 596 Lot 18 finish slope 1228,0 11.4 112,6 93 10 I 09/06/01 597 LOIS 17/18 finish slope 1232,0 11.0 112,0 92 10 09/06/0 I 598 Lot 15 tinish slope 1220,0 11.6 110,8 91 10 09/06/01 599 Lol 32 finish slope 1240,0 6,3 120,6 91 12 I 09/06/01 600 Lots 31/32 finish slope 1231.0 6_2 122,9 93 i2 09/06/01 601 Lot 26 finish slope 1284,0 7,0 120.5 91 12 09/06/01 602 Lol 25 finish slope 1282,0 6,1 121.0 92 12 I 09/07/01 603 Lot 26 FG 7.3 127,9 97 12 09/07/01 604 LOI25 FG 7,9 122,6 93 12 I 09/07/01 605 LOl32 FG 7,3 120,8 91 12 09/07/01 606 Calle Venrura 1226,0 10,7 ' 110,2 91 10 09/07/01 607 Calle Venrura 1192,0 8.4 120,0 91 12 109/07/01 608 Calle Venrura 1175,0 10,5 111,6 92 10 09/07/01 609 Calle Carnella 1229,0 11.4 112,0 92 10 09/07/01 610 Calle Carnella 1196,0 12,2 110.4 91 10 I 09/07/01 611 Calle Carnella 1176,0 10,6 109,6 90 10 09/08/0 I 612 Pauba Road \230,0 &,6 120,5 9\ 12 I 09/0&/01 613 Pauba Road 1234,0 8.4 119,6 91 12 09/08/01 614 Pauba Road 1242,0 8,8 121.2 92 12 09/08/01 615 LOl9 1170,0 10,8 110,2 91 10 I 09/08/01 616 LOIIO 1172. 0 11.4 112.3 92 10 09/08/01 617 LOl23 1172. 0 8,6 121.4 92 12 I 09/08/01 618 LOl24 1174,0 9,2 122,2 92 12 I I I PETRA GEOTECHNICAL, INC. NG Natural Ground 85% required OCTOBER 2001 Y\ j,N,,107-01 * Sandcone TABLE 116 I I I I I I I I I I I I' 1 1 1 1 1 1 1 TABLE II LOT-BY-LOT SUMMARY OF SOIL CONDITIONS o PETRA AU I I I I I I I I I I I I I I I I I I I z <; - - ;; v; :;;: ;:; N - c ,... 00 ~ - 00 ~ 0- ~ " W N - 3 0 0'- ~ ~ ~;::: =" W N " " N W W W N - ~ W W :;;: :;;: :;;: N w w ..... 10-' ~ 0- - ,~ "" 0 " '" - ~~3 '0 c "'3 -i S? '" ~ - V; N 00 - N 0 0 N - ;; - 0 0 - r;' ~;;' - ~ - N 0- ~ - - "" "" ;:::>"==;;l '-'::I -::I ~ - ~ -, ~ ~ 0 0 0 0 0 0 0 0 ~~~ 0 0 0 0 0 0 0 0 0 ~ ~ ~ v. v. v. v. v. v. v. v, - ~- ~ ~ ~ ~ ~ ~ ~ ~ ~ -", -. :.;. :.;. :.;. :.;. :.;. " " :.;. :.;. :.;. :.;. :.;. :.;. :.;. :.;. :.;. :.;. "' ., 3 3 ~ " 00 co 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 ~ " - 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 :::I :::!'. "' -~Q.. ~ ~ '" "" '" N N " "" w 0 ;; "" "" ~ ~ ~ ~ 0 0 ." -~ t"" < < < < < < 0- < < < < :s: $: < < < < ~ = ~ en 0 "' 0. ~ 0 r r r r r r r r ,... ,... ~ n ,... r r r :::I "' = _. ..., 0 0 0 0 0 0 0 0 r 0 0 0. 0. 0 0 0 0 :::!". x ~.- ~ 0 c. , ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ c ~ ~ ~ ~ ~---o I:<l 3 3 " >< , t"" -i 0 n ..., -< -< en"'" Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z ;' ~. 0 ffl 0 0 0 0 0 0 0 0 0 ~ n 0 0 0 0 0 0 C" 0 ~ ~ " , C n ;:: 0. :::: >-l > > $: $: :s: :s: :s: :s: :s: :s: $: $: $: $: :s: :s: :s: :s: :s: "''' :>:l I;1:l ~ - 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 '0 =- >< t"" 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. '" 0 ~ n 0 n n . . . . n n . n 0 . . n ~ ~ 0 M ~ - - ~ - ~ - ;;; " ~ ~ ~ ~ " ~ ~ ~ ~ ~ " ~ ~ ~ ~ c 0: ;; ;; ;; ;; ;; ;; ;; ;; ;; ;; ;; ;; ;; ;; ;; ;; ;; ~ ~ "'I - ~ - ffl 0 - Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z ~en t"" n n . . n . n n . n . n n n n n n n ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ -0 C 0;;. ~: 63: 0;;. ';;. ~: ';;. 00. ~: ~: ';;. ';;. ~: ~: ~: 00. o ::;' 0 "" ~ ,,' <T <T <T <T <T <T <T <T c _ Z 0' 0- 0- ~ <:r 0- 0- <:r <:r ~ ~ " " . . " . " " " " " " " " " " n ~ I::l - ..., - "Q 0 ",,, en Z N N N 1'1 1'1 N '" N ." ." N '" '" 1'1 N N 1'1 0.0.", ffl "' -. -. ~ -- * o' " (') (') (') " (') (') (') (') (') (') (') (') (') (') (') (') (') 0 S; 2 S; S; 0 S; 0 0 0 S; 0 S; S; 0 0 0 - ci ~ - - =i - - - - ..., 0 a a a a a a a a a a a - a a 0 0 "'t ~ "'. '" ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ :;;. < < < <' :;;' :;; :;;. :;;' :;;. :;;' :;; < < :;;. :;;' :;;. ., n n . " . n . . n n n . . n n . . '" 0- 0- 0- 0- 0- 0- 0- 0- 0- 0- 0- 0- 0- 0- 0- 0- 0 - N 0' 0' <:r <:r 0- 0- 0- 0' 0- 0' 0- 0- 0- <:r 0- 0- <:r Ul E; c c c c c c c c c c c c c c E; E; co - - ~ - ~ ~ ~ - - ~ ~ - - ;;. ;;. ;;. ;;. ;;. ;;. . ;;. ;;. ;;. ;;. ;;. ;;. ;;. ;;' ;;' ;;. \0 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. N ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ;; n ;;' ;; ;; ;; ;; ;; ;; ;; ;; ;; ;; . ;; ;; ;; ;0 t"" n ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ n n n 0 - - - - ~ 3 - '" " - ~ "" , ~ .?O - - , N N Ro N Ul . w <:> N "'l:' 10 rJl (") ~ (") . ~'O "'. ~ - l:J(') ~g ::;; ~9::;;ci'ci'::.;a ::I '"0 ......, 01 .... C ::. '< oo(;iXo::lCO ::I en .... -0 0 c.. ;:, ...., nZg~~~v,;:o 2., g =. ~ ~ o' ~ <' :r ~. ~ n o' i;l ~ ~ ng~8.,='::"l~~ (l,)n~()"O~~o cr" Cl.. 0 0 a rn r, ~ ~~~~gq!t!CJ n Q) -'.., () C C a'" 0 n _ 0 .....-. (ii' IJ> :. (; o' c :g ~ {i'Zi=-?n:~::s '"0 ..... ..... 0 _. VI r-o OQ _ n ::r (II ......,.., :--. fl,l (=j' 3 01 E...., ~ tti::l (l,) _. ~ j;P (l,) ... <J 0- ~ <Il C ... 2: 5' ":.'-= CIl (lIQ"::l7ROQ (l,) 0-(")_ (;'l g-~.g'Pg -< ~ g H. ~ b 0 n :s N::': 0 0.0.-. rn "0 C ::I _. Q) 01 l)Q <Il:l:; ;:4 Ob~~ 3 c.. c"E.. Q) g '::;:!. (=)' = ..... Ci:" 0 Q) 0 '1:l .... = ~ x i:li "' en I'll '0 ::I :::l _. Q) =. <Il ::I n !::.. 3 ~. ::r .~ 8. g ~ ::: (11 _. "" ;:;~ 5. 3: 3 n n "' n 0 X 3 ::3.... (J'Q 0 - ~- o:r 0 to> X _. fll :j R~ (; g- a.~ S. 3 VI "C j:ol 0.. <: ('I) ::l j:ol ~~ N (; Cfl,l 0 0.. ~. ~ en ;p. ::l ('I) ('I) -c --.l- () :::::!. ~ \0 ::!. - z> g Y' n. N _.f:>. ;:;; <0 Cf <0 ~ _ w :::: tv 6 ~ Cl ~ o o ~ ~ 0: . ~ :'? n ;;> <:r " o o ~ :;l c ~ ~ . ~ '? ~ o '" '" V - .;, 00 ~ ,y ~ .. iti' ";'i - - I I I I I I I I I I I I I I I I I I I z ~ ~ ~ N N "N N N N N N C t"" N - 0 '" = " '" ~ N - '" 3 0 0'- ~ , ..,.". -" ~ =~ N N N N N N N N - '" = :::; ;:;:; ...., 0-' ~ ~ '" ~ - '" ~ '" -=~3 'C C 5'3 ~ s:: 0' ~ V; ~ :::; N ;; ;:;:; N ~ N ;; -n'.,,;;> " '" '" 0 =-:=:-=~ '-'::I -::l .. - ~ -, ~ ~ '" 0 '" 0 0 0 0 '" 0 0 ~2rr1 0 - ~ ~ u, u, u, u, u, u, u, - ~- ~ ~ ~ ~ - t'l> -. :,;. :,;. :,;. :,;. :,;. '" :,;. :,;. :,;. :,;. :,;. .. , 3 3 .. ~ 00 00 00 00 00 00 00 00 00 00 = .. ~ - 0 0 '" 0 0 0 '" 0 0 '" '" ~[ft ;;: ;;: ;; ;:;:; C; C; ;; '" ." '" t"" ~ ~ '-' -'" < < < < < < 0 0 < < '" S-::I"C '" 0 t"" t"" t""" ~ o.~ 0 t"" ~ .. ~ ...., r r t"" t"" t"" t"" 0 0 t"" 0 0 E ~ ~. :: 0 0 0 0 0 0 ~ ~ 0 ~ , ~ ~ ~ ~ ~ ~ ~ ~ o:l ~ >< , t"" -i 0 .. ...., -< -< ",0'" Z Z Z Z Z Z Z Z z Z' ~. 0 V'J 0 0 0 0 0 0 0 .. .. 0 0 r:o~ ~ ~ o , C ~ :::: 0. :::: ...., ;l> ;l> :<: :<: :<: :<: :<: :<: :<: :<: :<: :<: :<: "'(') ::0 o:l 0 0 0 0 0 0 0 0 0 0 0 '" 0' >< t'"' 'C _ "- "- "- "- "- "- "- "- "- "- "- ~ 0 ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ , 0 t"'l i'i ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ C Q; ;; ;; ;; ;; ;; ;; ;; ;; ;; , ~ "'1 - .. .. .. - V'J 0 - Z Z Z Z Z Z Z Z Z Z z EiCll t"" 0 0 .. 0 0 0 0 0 0 0 0 n '" '" "" "" "" "" "" "" "" "" "" 'C . .," ., .," .," QQ "'" "'" QQ" ~: 0- 0 '" '" ~ ;;' cr- cr- cr- cr- cr- cr- C _ Z <e: 0' 0' 0' 0' , 0 .. ,,- .. ,,- ,,- ,,- ,,- ,,- ,,- ,,- ,,- .. ~ - ...., .... (')Q 0 '" o 0 '" Z N N N N N N '" ." N '" 0.0.0 V'J ." ~ -. -. ~ -- . 0 0 (') (') () () (') () () (') (') (') (') 0 0 0 0 0 0 0 0 0 0 0 , , , , , , ~ , ~ , , ...., <3 <3 <3 <3 <3 <3 0 <3 0 <3 <3 ... ~ ~ ~ ~ ~ ~ ~ ~ ~ "'" ~" ,," ,," '" ,," ,," ,," " ,," ,," < < '" .. 0 .. .. 0 0 .. .. .. 0 0 (> ;; ;; ;; ;; ;; ;; ;; ;; ;; ;; ;; - N 0' 0' 0' 0' 0' 0' 0' 0' 0' 0' 0' Ul ~ ~ ~ ~ ~ ~ S. C C ~ ~ co ii' ii" ii' ii' ii" ii' .. ii" .. ii" ii" Ie 0. "- "- 0. "- "- "- "- "- "- "- N ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ - ;; ;; ;; " ;; ;; " ;; ;; " ;; " t'"' "- "- "- "- "- "- "- "- "- 0 0 0 - - ~ 3 - '" ~ .... , ",. , ~" SO .... .... , N N Ro N Ul . '" '0 N "'OOUl(jcrl() * 0-0 ","0 " , t:J() ~g ::;;;::;:;Q::;;ci'21~.~ ::I -0 ....., ~ .., c ::-. g~~.tj85.g~ OI:;:g~=le~;o 8., g =. E; ~ o' -;, <" ..... VI ~OI -'::l ~ (\) if o' D- 0 g V'> <<l ~. ~ ~ ~ ~"O ~ ~ ~ r:ro.l'1l0ol.l'ln- ~~Ug(;:::!"lCD ~. ~ o' ri U ~ __ ~ lI> VI ::l li o' -. '0 "- ~ _. ::l '0 _. -o'ji::lo~;;:"'-.l~ "Q..()3-lI>:;~C:::"", 0" 3 n S -l g tI;;i ::l ~ _. ~ ~ ~ ..... (j 0- ~ l.I'l C ..... 2: 5" ':--' (/) n 0 ::J ~ n {JCl "" crfrg -0 ~ n :::-.::1 "p ::l '< ~gEf'~ 0 2.. 0. :. N ~ .g c:: :::J _. to> (11 (JQ VI ~ ;:. 0" en ~;::t' 3 o"'O::r 11l 9:E'=g a ~ Z' Q n '"1:1 ., ::I 2: x ~ n lI> n"'O ::l ::l _. to> ::. VI ::l n ~ 3 ~. :r '" 0 0 g n 0. ::l ^ ::: n _. o~ 5. 3: ~ {; ~ 3 :::l Q QQ 0 ~ " n::r (11 to> X _. "" :::l n QQ ...... Cl.. n ~ !J: c R'" s- 3 <Il -c to> Cl.. < ('II :::l to> ::>..:, N 0' c t:>l 0 0.. ncr ___ )> ::;" 0" ~ ""Q -' _ n _. W' \.Q :::'. - 2:> g ~~ 0' N _+:- ;; 0 C{J 0:= - ~ :::: N iJ ~ C> ~ n o ~ ~ Q; ~ ." , o ;;> 0' " o o ~ c;I C ~ ~ o ~ ? o " "'" '" v - .;. Co ~ --z\7 .... .. ~ ";'I - '" I II I I I I I . I I I I I I I I I I I I REFERENCES o PETRA 4.~ I I I I I I I I I I I I I I I I I I I REFERENCES Blake, T.F" 1998, "UBCSEIS" - A CompuIer Program for the Detenmnistic Prediction of AnIicipaIed Maximum MomenI MagniIude (Mw) and AnIicipated Slip Rale. lnternalional Conference of Building Officials, 1997, "Unifoml Building Code," Volume 2, StrucIural Engineering Design Provisions, daled April 1997. PeIra Geotechnical, Inc., 2001a, Stabilily of North-Facing CuI Slope on Lol 23, TracI 25892, City of Temecula, Riverside County, California, J,N, 107-01, dated July 13,2001. ,200Ib, SupplemenIaI Seismic Evalnation and Liqnefaclion Investigation, Tract 25892, Located West oflhe San Diego Aqueduct and South ofPauba Road, City ofTemecula, Riverside Counly, California, J,N, 107-01, dated February IS, 2001. SID Geotechnical, 1997, Preliminary Soil Investigation, Proposed 34 Residential Lots, Tentalive Tract No, 25892, Southwest Comer of Pauba Road and San Diego Aqueduct, City of Temecula, California; for O'Malley Engineering Corporation, Project No. 970027-01, dated June 30,1997, PETRA GEOTECHNICAL, INC. J.N. 107-01 NOVEMBER 2001 44. I I I I I . . . . . . . I I ,. ! . . . I APPENDIX A LABORATORY TEST CRITERIA LABORATORY TEST DATA o PETRA 4C I I I I I I I I I I I I I I I I I I I APPENDIX A LABORATORY TEST CRITERIA Laboratorv Maximum Drv Densitv Maximum dry densily and optimum moisture conIenI were delermined for selected samples of soil and bedrock malerials in accordance with ASTM Tesl Merhod D1557-91. Pertinent tesI values are given on Plale A-I. EXDansion Potential Expansion index tesIs were performed on selected samples of soil and bedrock maIerials in accordance wirh ASTM Test MeIhod D4829-95, Expansion pOlential classificaIions were delermined from 1997 UBC Table 18-I-B on rhe basis of rhe expansion index values, Tesl resulIs and expansion pOIenlials are presenled on Plate A-2, Soil Chemistry Chemical analyses were performed on selecIed samples of onsile soil 10 deIermine concentraliollS of soluble sulfaIe and chloride, as well as pH and resistivity. These tests were performed in accordance with California Test Method Nos, 417 (sulfale), 422 (chloride) and 643 (pH and resisIiviIy), Tesl results are included on Plale A-3, PETRA GEOTECHNICAL, INC. J.N. 107-01 NOVEMBER 2001 MP I I I I I I I I I I I I I I I I I I I LABORATORY MAXIMUM DRY DENSITY' T' .F> .. 7'>. ...... ..... ...................-----.. "'---""----------'"'' ). .......... Optimum .. ....Milxii1)l'W Sample. SlllFr~pe. .... Moisture .... DryI)ensitY No. .... . (%) . (pet)> I Brown fine 10 coarse Silly to Clayey SAND with trace Gravel 7,5 134.0 2 Brown to dark brown Silly SAND 7.0 136,0 3 Orange brown, fine to coarse Silly SAND ~,O 128.5 4 Lighl brown Clayey SILT 10.0 119.0 5 Brown CLAY 13,0 122,0 6 Dark brown, fine Silty SAND 8,0 131.5 7 Brown, fine to medium Silly SAND 7.5 134,5 8 Fine Silly SAND 8.5 128,0 9 Light yellowish brown, fine to coarse Silly SAND 8,5 131.5 10 Lighl yellowish brown, very fine Silty SAND 10,0 121.5 II Yellowish grey, very fine to fine Silly SAND 16,0 109.0 12 Reddish brown, fine 10 medium SAND 8.5 132,0 (I) PER ASTM TEST METHOD 01557-91 ,PETRA GEOTECHNICAL, INC. .J.N. 107-01 NOVEMBER 2001 PLA Tf A-l Al I I I I I I I I I I I I I I I I I I I EXPANSION INDEX TEST DATA .. . ....... i........... ./j ...... ..\...i . i{. .. If.ip~llsioril .. E ".. I.. ".' xpanSlOn, ",---; ...",i ....... ... : . Index . Potentia.! 1 and 2 0 Very Low 3 and 4 7 Very Low 5 and 6 57 Medium 7 and 8 9 Very Low 11 and 22 19 Very Low 12 and 21 0 Very Low 13 and 20 36 Low 15 and 18 4 Very Low 16 and 17 2 Very Low 14 and 19 9 Very Low 25 and 26 30 Low 27 and 28 10 Very Low 29 13 Very Low 30 19 Very Low 31 and 32 14 Very Low (2) PER ASTM TEST METHOD 04829-95 (3) PER 1997 UBe TABLE 18-I-B PETRA GEOTECHNICAL, INC. 1.N. 107-01 NOVEMBER 2001 PLA Tf A-2 ~~ I I I I I I I I I I I I I I I I I I I SOIL CHEMISTRY l;mmlMi (pi\IDlt... 0,2 5 ND 16 0,1 26 ND 265 (4) PER CALIFORNIA TEST METHOD NO. 417 (5) PER CALIFORNIA TEST METHOD NO. 422 (6) PER CALIFORNIA TEST METHOD NO, 643 (7) PER CALIFORNIA TEST METHOD NO, 643 ,......... ...."." .-.:.,-......-......-.--------.--..-.-....... ;111111, concrete: sIee!: concrete; sIeel: concrete: sIee!: 6.4 1,900 concrete: moderate steel; corrosive PETRA GEOTECHNICAL, INC J.N. 107-01 NOVEMBER 2001 PLA TE A-3 ~~