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HomeMy WebLinkAboutCT 76-15; Palisades Point; Soils Report; 1984-04-25- - - - - - - - - - - - - - - - - COMPACTION TEST RESULTS AND GRADING INSPECTION REPORT FOR RESIDENTIAL DEVELOPMENT OF TRACT 76-15, "PALISADES POINT" PROJECT IN CARLSBAD, CALIFORNIA CONDUCTED FOR: MOLA DEVELOPMENT 8072 ADAMS AVENUE HUNTINGTON BEACH, CALIFORNIA 92648 ENGINEERING DEPT. LIBRARY City of Carlsbad 2075 Las Palmas Drive Cartsbad, CA 92009-4859 W.O. 386902 APRIL 25, 1984 m - - - - - - - .- - - - - - - - - - - - iii%dACrlON GEOTECHNICAL F. c ,‘,O :,N ::S ::U ,L T.~A N .T .S, ,INC. April 25, 1984 Mola Development 8072 Adams Avenue Huntington Beach, California 92646 Subject: W.O. 386902 Compaction Test Results and Grading Inspection Report for Residential Development of Tract 76-15, "Palisades Point" Project in Carlsbad, California Gentlemen: Forwarded herewith is the Compaction Report on the above referenced project. The results of the compaction tests are shown on Table I. Locations of the tests are shown on the accompanying plot plan. Building pads are at final grade. Laboratory Standard: (ASTM:D-1557-70) 4 inch dia. mold; l/30 cu.ft.vol.; . 5 layers - 25 blows per layer; 10 lb. hammer dropped 18 inches Soil XYPS I II III IV V VI VII VIII IX X Classification SAND (Topsoil) silty, BROWN SAND, RED/BROWN (terrace) SAND, clayey, silty, RED/BROWN (alluvium) SAND, silty, clayey, TAN (old fill) Optimum Max. Dry Density Moisture % Lbs./Cu. Ft. CLAY, silty, BROWN/ BLACK SAND, clayey, WHITE/ TAN (bedrock) CLAY, sandy, GREY/BROWN SANP, clayey, BLACK, SAND, silty, clayey, TAN (alluvium) SAND, silty, clayey, RED/BROWN (alluvium) 10.5 10.5 11.0 12.0 16.0 11.5 11.0 11.0 11.0 11.0 126.0 124.5 125.0 125.0 119.5 113.0 . 124.0 124.0 124.5 124.0 *L>nr C^...L C..^l,iC. c. b...l..Grn l-b ct,ImL 171rlt L7” %-no1 - - - - - - - - - - - - .- - - - Mola Development Page 2 Soil 2?!Fs XI XII XIII Classification SAND, clayey, medium SAND, clayey SAND, medium, RED/ BROWN Optimum Moisture % Max. Dry Density Lbs./Cu. Ft. 12.0 124.0 11.5 122.0 16.5 108.0 XIV xv xv XVI XVII CLAYSTONE, LIGHT BROWN 14.0 SAND, with 2% cement 14.0 SAND, clayey, YELLOW/ 12.0 TAN, with 2% cement SAND, silty, WHITE/TAN 12.0 (bedrock) SAND, medium, BROWN, 13.0 with 2% cement W.O. 386902 117.0 117.0 123.0 118.0 121.0 The grading operation was conducted from August 1, 1983, through February 24, 1984, Supervision was provided during this period. Prior to the placement of fill soils, all vegetation and debris was removed from the site. The existing loose surficial soils were excavated to competent material. The exposed surface was scarified, moisture conditioned and recompacted to ninety (90%) percent of the Laboratory Standard. The fill soils were placed in six (6") inch lifts, moisture conditioned and compacted in a like manner. , Keys were constructed at the toe of the fill slope to provide support for the fill, in accordance with our recommendations. Sub-drains were installed also in accordance with our recommendations. The relative compaction percent was determined by the Sand Cone Method (ASTM:D-1556-70) and the Nuclear Method (ASTM:D-2922-7). These tests were taken a minimum of every 500 cubic yards placed and every two (2') feet in depth of fill placed. Compaction was obtained by Cat 637 Scrapers, Cat 825, Blade Dozer, Steel Roller and Sheepsfoot. Water trucks were used for moisture control. - "Mola Development Page 3 W.O. 386902 - Expansive soil tests were performed on representative samples of the listed lots. These tests were performed in accordance with Section - 29 of the U.B.C. 1973 edition. Test results are as follows: Expansion Expansion - Pad No. Index Potential l-14 - 14-35 35-42 - 43-45 45-54 - 55-59 60-68 70-79 - 80-89 90-99 - 100-109 51 Medium 32 Low 34 Low 74 Medium 26 Low 27 Low 23 Low 6 Very Low 4 Very Low 27 Low 46 Low Expansive soil recommendations, outlined on the accompanying Plate A, should be incorporated into the building design. - The proposed structures shall be supported by isolated and continuous spread footings placed a minimum depth of twelve (12") inches below - lowest adjacent finish grade utilizing a recommended safe bearing value of 2600 pounds per square foot and 2100 pounds per square foot, respect- - ively. This value is for dead plus live load and may be increased by one-third (l/3) for total including seismic and wind loads where - allowed by code. Increases in bearing capacity for increases in footing dimensions aretabulated below: Minimum Minimum Bearing Increase xYI!2 Depth Width Value wh Width Maximum (inches) (inches) (PSf) fpsf/ft)(psf/ft) - Continuous 12 12 2100 314 109 4100 Isolated 12 12 2600 314 105 4100 - Due to varying expansive conditions, minimum embedments will vary in - accordance withthe attached "Expansive Soil Recommendations." - - - - - - - - - - - - - - - - - .- - ,Mola Development Page 4 W.O. 386902 Footings which span from native material to compacted fill shall be reinforced with a minimum of one (1) #5 bar top and bottom to control potential differential movement. Reinforcing bars shall extend a minimum of ten (10') feet on either side of transition line. Footings placed on or adjacent to slopes shall have a minimum horizontal distance of five (5') feet from the edge of the footings to the face of the slope. Footings should not be poured until authorisation to do so has been obtained from the Building Inspector. Excavations may be made and forms set before approval oftfie report at the Owner's risk. I hereby certify that the subject grading was supervised by me and the work was done in full compliance with the Grading Ordinance of the City of Carlsbad, and in accordance with best accepted practices and the applicable chapter of the U.B.C. REGULATORY COMPLIANCE All cuts, fills or processing of original ground under the purview of this report have been completed under the inspection of,and with selective testing by ACTION GEOTECHNICAL CONSULTANTS and found to be in compliance with the Grading Code of the City of Carlsbad. The completed work has .been reviewed and is considered adequate for the development now planned. Our findings were made and recommendations prepared in accordance with generally accepted professional engineering practices, and no further warranty is implied nor made. This report is subject to review by the controlling authorities for this project. We appreciate this opportunity to be of service to you. Respectfully submitted: ACTION GEOTECHNICAL ONSULTANTS &LHPJ /I BRUCE A. PA&A% ;%801 VICE PRESIDENT - ENGINEERING TH:ss 2iiZiGdd STAFF GEOLOGIST EXPANSIVE SOIL RECOMKNDATIONS u.3. 3869 Expansion Index Very Low O-20 -- ---. Footing Width 1 story - 2 story See Body of Report kxterior Footing Dept See Body 1 story of Report 2 story Interior Footing Dept 1 story 12" 2 story 12" Zhb Reinforcement Not required tidsture Barrier (2) 6 mil visqueen .,;:.,,.i;. .----iK= ; -age Reinforcement 3-tde Beam - Garage I!.;rance Zrlgrade Not required l/4 slab (3) Not Required -- Not Required >;aturation /I NotmRequired, 12” 18” 2 #4 bars 1 top 1 bottom 4" Nom. 6"x6" #lO/#lO 6 mil visqueen 1” sand 6"x6" #lo/;10 or l/4 slab (3) Not Required Not Required Above opt. m/c to depth of footing (No testing) ! #5 bars ' I 4 84 bars 1 top 2 top I bottom 2 bottom 4" Nom. 6"x6" #6/#6 6 mil visqueen 1” sand 4" Actual R3 bars on 18" center both wa: 6 mil visqueen 1” sand 110% of optimum n/c to depth of /c to depth of footino jobe: (1) The surrounding areas sould be graded so as to ensure drainage away from the - building. (2) Concrete floor slab in areas to be covered with moisture sensitive coverings shall be constructed over a 6 mil plastic membrane. The plastic should be properly lapped, sealed and protected with sand. - (3) Quartering of slab should be accomplished by the use of pre-nolded expansion jdint material and not by saw cutting. ' (4) One (1”) inch of sand over moisture barrier may be included in this four - (4") irkh total. (5) See recommendations in Grading Specifications - PLATE A 1630-G South Sunkist Street Anahaim,Califomia92806 (714) 634-2092 (213) 852-4719 m - "P-jT NO, *. JO1 102 103 -104 105 706 107 -108 109 110 111 212 113 114 -115 116 717 118 -119 120 121~ :22 Y23 -.24 125 -.26 127 -'.28 -29 ?I.30 .31 132 -.33 134 -.35 136 LOCATION : Iative Soil ELEVATION OF TESTS 160 162 161 152 161 150 159 162 163 164 157 161 165 158 159 161 ,~ 166 166 167 167 163 139 139 139 165 166 163 165 166 134 169 166 164 164 163 167 MOISTURE DRY UNIT SOIL PERCENT WEIGHT 'TYPE (LBS./CLJ.FT.! 12.0 14.3 9.5 10.1 18.1 19.0 12.1 8.5 9.0 22.0 19.0 19.5 14.0 8.5 9.0 10.5 19.8 20.0 20.1 19.1 15.0 10.0 11.1 12.2 13.1 14.3 13.4 12.0 14.6 10.5 10.0 10.5 12.0 12.2 8.0 10.2 108.2 IV 90 8-15-K 113.0 V 91 8-1&f: 115.9 VI 94 8-17-1;: 115.0 VI 93 8-17-:: 105.7 V 94 8-17-.X 105.1 V 93 8-17-.:, 104.3 I 92 8-18~..: 113.0 VI 92 8-18-'1 114.1 VI 92 8-18- :: 104.3 V 92 8-18. : 103.2 V 91 8-18- I 104.3 V 92 8-18-c> 101.8 V 90 8-1843 114.8 III 92 8-18-K 115.0 III 92 8-18-Z? 115.9 III 93 8-22-83 105.6 V 94 8-22-83 105.0 V 93 8-22-63 101.8 V 90 8-22-85 102.8 V 91 8-22-E: 115.0 III 93 8-22-t,? 111.1 IX 90 8-23-m 111.5 IX 90 8-23-B3 117.0 IX 94 8-23-83 115.3 III 92 8-23-83 115.0 III 92 8-23-$3 116.0 III 93 8-23-,183 112.2 III 90 8-23-83 111.0 X 90 3-23-m 110.0 IX 89 8-23-83 114.4 III 92 8-24-~183 114.0 III 91 8-24-m 115.8 III 93 8-24-83 115.6 III 92 8-24-a,3 112.5 III 90 8-24-63 113.8 III 91 8-24-83 RELATIVE TEST COMPACTION nATE r"jT NO. LOCATION SEE PLOT PLAN 137 138 139 140 141 -142 143 144 145 *146 -147 148 -149 150 -151 152 -153 154 255 156 157 -158 159 -160 161 -162 163 _164 165 166 -167 168 -169 170 771 172 "ative Soil ELEVATION OF TESTS 166 148 170 170 170 168 171 171 168 143 '148 150 138 140 142 144 145 143 146 147 146 147 149 148 150 150 152 154 154 156 156 157 158 171 154 174 MOISTURE DRY UNIT SOIL PERCENT WEIGHT 'TYPE (LBS./CU.FT.) 10.0 10.0 12.0 11.0 13.0 11.1 9.2 8.6 13.0 10.5 9.0 12.5 11.2 11.3 10.5 11.8 10.2 11.3 12.0 10.5 11.0 13.0 12.2 11.0 10.2 9.0 12..2 10.0 11.3 9.0 10.1 12.0 12.2 11.2 11.3 10.0 113.5 III 111.0 IX 113.9 III 119.8 X 117.8 X 115.2 III 115.8 III 115.6 III 103.0 V 111.3 IX 114.0 VI 116.3 X 111.5 IV 114.2 VI ,110.4 IV 109.8 IV 115.1 VI 115.8 III 114.7 IX 115.7 III 115.3 III 116.1 III 115.5~ III 115.9 III 112.1 IX 113.2 IX 118.0 III 115.6 III 116.0 VI 114.2 III 115.8 VI 120.0 III 116.2 III 115.6 VI 115.3 VI 114.1 III 91 8-24-83 90 8-25-83 91 8-25-83 95 8-25-83 93 8-25-33 92 8-25-83 92.6 8-25-83 92.5 8-25-83 91.0 8-25-83 90 8-25-33 92 8-25-83 92 8-25-83 93 8-25-83 ,, 92 8-26-83 92 8-26-83 92 8-26-83 93 8-26,-83 93 8-26-83 93 8-29-83 93 8-29-83 92 8-29-83 93 8-29-83 92 8-29-83 93 8-29-83 90 8-29-83 91 8-29-83 93 '8-29-83 92 8-30-83 94 8-30-83 91 8-30-83 93 8-30-83 95 8-3&83 93 8-38-83 93 8-30-83 93 8-31-83 91 8-31-83 RELATIVE TEST COMFACTION DA?iE - TEST NO. - 173 -174 .'175 -176 177 -178 179 180 -181 182 -183 184 -185 186 -186-A 187 -188 189 190 -191 192 -193 194 -195 196 -197 197-A 198 -199 200 ,- 201 202 -203 204 -205 206 LOCATION Wative Soil A-Retest ELEVATION OF TESTS MOISTURE DRY UNIT SOIL 'PERCENT 'WEIGHT "TYPE (LB-.)- 156 10.5 115.0 VI 158 15.0 114.3 III 160 10.0 112.2 IX 161 11.0 114.7 VI 161 11.5 115.2 III 160 10.4 115.0 III 162 12.0 114.8 VI 162 11.3 115.2 III 160 16.3 105.7 V 165 16.5 106.0 V 170 10.5 113.9 VI 163 10.2 114.6 VI 163 16.0 103.8 V 140 9.3 109.1 III 140 9.3 114.6 III 146 10.0 115.2 III 144 10.4 116.0 III 172 11.0 114.3 VI 164 11.2 115.2 VI 166 11.4 115.1 VI 148 10.0 114.1 III 149 11.0 115.2 III 167 9.5 111.6 I 168 10.2 112.4 III 152 10.0 111.4 I 154 10.5 108.5 III 154 11.2 116.2 III 156 11.0 115.8 III. 169 11.5 114.3 III 169 11.2 115.3 III 161 10.0 111.0 IV 158 13.0 116.3 III 162 11.5 116.8 III 180 9.4 113.0 III 170 11.0 115.3 III 171 11.5 114.9 III RELATIVE TEST COMPACTION DATE 93 8 - 3 1 - 8: 92 8-31-83 90 8-31-S: 93 8-31-E: 92 8-31-Z.: 92 8-31-Z: 93 9-Ol-Ej 92 9-01-k; 94 9-01-e_ 94 g-01-E; 92 g-01-:: 92 9-01-a:: 92 9-01-85 87 g-02-7; 92 9-02-a: 92 g-02-33 93 g-0243 92 9-02-E 93 9-02-83 93 g-02-83 91 9-06-83 92 g-06-83 90 g-06-83 90 g-06-83 90 9-06-83 87 9-06-83 93 9-06-8: 93 g-06-82 91 g-06-82 92 g-06-8' 90 9-07-83 93 g-07-83 93 g-07-83 90 9-07-83 92 g-07-83 92 9-07-83 -- ELEVATION TEST NO. LOCATION OF'TESTS 5 207 SEE PLOT PLAN 165 -208 1, 209 11 -210 II 212 11 -213 11 214 1, -215 II 216 II 217 11 -218 I, 219 II -220 I, 221 I, -222 II 223 It -224 11 225 II *226 11 -227 II 228 1, -229 1, 230 (1 -231 11 232 II -233 I, 234 II -235 II 236 11 237 II -238 II 239 ,t -240 I, --241 II %!42 11 243 II lNative Soil 166 164 168 200 171 171.5 172 172.5 172 . 172.5 160-T 172 174 177 177 178 160 172 168 174 175.5 175 163 165 168 169 171 173 172 174 179 182 175 180 173 MOISTURE DRY UNIT SOIL PERCENT " WEIGHT 'TYPE (LB.-.) 11.0 12.0 10.0 15.0 8.0 12.7 12.1 10.2 15.3 14.8 10.1 11.3 11.5 19,5 18.0 11.2 10.5 10.0 8.6 8.8 10.9 17.2 11.9 9.5 10.5 8.9 13.0 14.0 13.6 8.9 14.0 7.0 7.3 11.8 10.0 12.0 115.8 III 114.8 I 114.0 VI 114.8 I 110.8 III 111.3 VI 113.1 II 112.7 III 111.3 VII 111.1 VII 113.8 I 114.8 III 114.2 I 105.0 V 106.2 V 115.6 III 114.9 III 109.1 VII 107.0 VI 114.8 I 114.9 X 105.3 V 112.5 I 113.5 III 114.0 III 113.0 III 116.1 III 118.1 III 117.2 III 112.4 III 118.0 III 112.7 III 112.9 III 110.3 IX 117.0 III 115.8 III RELATIVE TE%X COMPACTION DAZ -.- 93 9-07-83 92 9-07-E3 92 9-07-83 92 9-07-83 89 9-OE-$3 90.0 9-ofi-$3 90.5 9-01-53 90.2 9-02-c; 91 g-ot-83 '91 g-0&8.3 91.4 9-o:-83 92 g-o&3:; 92 9-08-83 93 g-05-33 94 9-09-E 92 9-09-83 92 9-09-83 88 9-094: 86.3 9-09-S: 92.2 g-09-8: 91.2 9-09-a: 93 9-094: 90.4 g-09-8: 91 g-12-8: 91 g-12-82 90 g-12-8: 93 g-12-8: 94 9-12-83 94 g-12-82 90 g-12-8: 94 9-12-83 90 g-13-83 90 9-13-83 94 9-13-83 94 9-13-83 93 9-13-83 liiiEiJ - TEST NO. LOCATION 244 -245 246 -247 248 -249 250 -251 252 253 -254 255 -256 257 -258 259 -260 261 -262 263 264 -265 266 -267 268 -269 270 -271 272 273 -274 275 -276 277 .-278 279 - ELEVATION OF TESTS MOISTURE DRY UNIT SOIL RELATIVE TEXT PERCENT "WEIGHT 'TYPE COMPACTION DAZ (LB-.) 184 13.0 116.2 III 182 10.5 114.5 III 175 7.0 112.1 III 187 10.0 112.9 III. 171 11.0 115.1 I 174 10.5 115.8 I 185 11.0 116.8 III 175 14.0 118.0 I 181 8.0 111.4 XII 185 8.5 111.8 XII 175 14.0 118.2 III 176 13.0 117.5 III 173 14.2 116.3 I 174 12.0 114.6 I 173 12.0 116.2 VI 176 12.5 116.0 VI 176 12.2 109.1 IV 172 10.0 114.3 VI 173 11.2 115.0 VI 172 11.1 115.3 VI 173 11.5 116.0 VI 178 11.0 116.6 III 188 10.0 113.2 III 194 10.0 112.8 III 216 15.3 114.2 XIV 228 9.0 112.3 I 236 11.0 113.0 I 220 16.0 112.8 XIV 228 11.4 114.6 I 234 12.0 115.1 I 185 11.0 115.4 III 187 12.1 116.0 III 195 11.3 115.9 III 193 12.3 116.0 III 191 12.0 115.2 III 192 14.0 118.6 VI 93 g-13-8: 92 9-13-K 90 g-13-8: 90 9-13-a: 92 9-13-8: 93 9-14-s: 93 9-14-8: 94 9-14-a: 91 9-14-a: 92 9-14-s: 95 9-14-8: 94 9-14-8: 93 9-14-8: 92 9-14-8: 94 9-15-8: 94 g-15-8: 91 9-15-8: 92 9-15-s: 93 9-15-8: 93 9-11-8: 94 g-15-8: 93.3 9-16-a: 90.5 9-X-8: 90.3 9-16-8: 98 g-17-8: 90 9-17-8: 91 g-17-8: 96 g-17-8: 92 g-1%-8: 92 g-1%-82 92 g-1%-8: 93 9-W-83 93 g-19-83 93 g-15-83 92 g-l%-83 96 g-2683 - 'LE>T NO. LOCATION 280 -!81 182 -?83 284 -285 !86 287 -288 289 -290 291 -292 293 -294 295 ,296 297 298 '-299 300 -301 302 ~-303 304 --305 306 -307 308 309 -310 311 -312 313 -314 315 - ELEVATION OF TESTS 186 203 192 190 192 193 199 204 195 188 '200 200 198 196 185 185 202 200 187 204 185 187 197 203 208 177 170 186 189 200 199 187 192 194 188 194 MOISTURE DRY UNiT SOIL PERCENT WEIGHT TYPE C&2:$:& ;:: (LB-J2 iA -- 13.1 10.0 11.2 11.0 12.1 10.5 11.0 11.0 12.0 11.5 11.1 10.8 12.5 12.5 9.2 12.2 11.6 8.6 11.6 10.1 18.2 17.1 12.0 11.8 13.0 11.0 10.0 12.0 11.3 12.1 13.0 19.0 17.5 18.0 16.2 16.8 118.1 III 116.8 III 116.5 III 116.1 III 117.0 III 116.3 III 117.0 III 115.6 III 116.1 'III 116.3 III 114.6 III 116.8 III 114.5 III 115.2 III 113.8 I 115.6 III 114.5 III 112.8 I 115.5 III 114.5 I 106.4 V 105.3 V 105.1 III 116.5 III 116.9 III 116.6 III 115.0 III 120.8 VI 119.2 VI 118.3 III 117.6 III 115.8 1, v 109.1 V 114.8 1, v 101.8 XIII 101.1 XIII 94 93 93 93 94 93 94 92 93 93 92 93 92 92 91 92 91 90 92 92 94 93 92 93 94 93 92 97 96 95 94 96 97 95 94 94 9-2 O-33 g-2&$3 9-20-83 9-20-83 9-20-83 g-2043 g-20-33 9-21-63 9-21-a: g-21-83 g-21-&3 9-21-f?!? g-21-83 g-2143 9-22-m 9-2263 g-2243 g-2243 g-22-83 9-22-E 9-23-83 9-23-83 9-23-83 g-23-82 9-23-8: 9-23-8: 9-2X-8: g-26-8: 9-26-8: g-26-8: 9-26-a: 9-268: g-26-8: g-26-82 g-26-82 9-26-83 ELEVATION TEST NO. LOCATION OF T"STS 316 -317 318 -319 320 -321 322 323 -324 325 -326 327 -328 329 -330 331 -332 333 334 '-335 336 337 338 -739 i40 -341 \42 343 -144 345 -146 347 148 -'49 350 51 - SEE PLOT PLAN 189 194 195 197 196 199 197 201 270 272 201 203 205 207 208 271 271 210 212 213 274 275 276 215 216 217 220 219 221 222 222 277 222 279 280 282 MOISTLXZ DRY UNIT SOIL F.E'h'.TIVE TES 'PERCENT 'WEIGHT (LB~x7zKm.) 'TYPE 'COMPACTION 3A": ---I~, 15.2 100.1 XIII 93 9-27.'11 17.1 101.5 XIII 94 g-27.,:: 16.0 101.8 XIII 94 9-27 3; 19.0 103.0 XIII 95 g-7.7 ':3 18.6 102.5 XIII 95 g-2; .I; 17.3 101.9 XIII 94 9-27 ..!: 16.5 101.7 XIII 94 9 - 2 7 ; I 19.2 102.0 XIII 94 9-27-83 15.0 112.6 xv 96 9-28-f::: 14.3 113.0 xv 97 9-28-63 21 104.6 XIII 97 9-28-Z: 11.5 120.1 III 96 g-28..;? 12.0 118.0 III 94 g-2843 10.0 112.9 III 90 9-28-33 11.3 113.8 III 91 9-28-83 16.0 113.2 xv 97 9-28-33 15.8 113.6 xv 97 9-28-83 11.5 113.0 III 90 9-29-a3 11.5 116.0 III 93 9-29-93 11.5 118.0 III 94 g-29-83 15.0 114.8 xv 98 9-29%: 16.1 115.6 xv 99 9-29-a 14.7 115.0 xv 99 9-2943 10.0 113.4 III 91 9-29-B 11.8 114.2 III 91 9-29-m 12.0 115.6 III 92 9-29-m 10.0 112.3 I 90 10-03-83 11.4 114.2 III 91 10-03-83 12.0 115.6 III 92 IO-03-%3 12.2 116.1 III 93 lo-0343 11.0 115.8 III 93 10-03-8'3 15.0 113.1 xv 97 10-03-83 11.2 116.0 III 93 lo-03-&3 15.6 111.2 xv 95 10-04-83 14.0 109.0 xv 93 10-0443 16.3 1li.S xv 95 10-0443 m - ‘IoST NO. - 352 353 -354 355 -356 357 -358 359 -360 361 362 -363 364 -365 366 -367 368 -369 370 271 372 373 -374 375 ~-376 377 -778 379 380 381 382 )83 384 -b85 386 787 - LOCATION ELEVATION OF TESTS 219 219 220 221 221 222 222 278 284 285 223 224 224 225 226 227 227 288 297 285 230 230 179 183 185 186 232 233 206 207 207 190 195 200 212 209 MOISTURE DRY UNIT SOIL RELATIVE TEFZ PERCENT 'WEIGHT (LB3m.j TYPE' COMPACTION E - 10.3 12.3 10.3 11.1 9.8 1.11 11.1 14.0 13.8 14.2 11.1 11.1 11.1 10.1 11.1 11.9 11.1 9.2 8.0 10.0 11.1 10.3 10.3 8.7 11.1 11.1 13.6 13.6 12.6 11.1 11.1 9.0 8.0 7.1 10.0 11.1 114.1 III 118.3 III 120.2 III 117.1 III 113.2 III 114.9 III 115.3 III 112.0 xv 111.5 XII 112.1 xv 120.8 III 116.9 III 117.6 III 114.5 III 116.8 III 119.6 III 117.9 III 121.1 VI 113.0 VI 120.6 VI 114.0 III 114.5 III 101.4 XIII 116.4 III 114.9 III 115.8 III 112.4 VI 118.6 VI 119.0 VI 116.7 VI 115.8 VI 110.0 XVII 108.6 XVII 107.9 XVII 114.1 XVII 115.4 XVII 91.1 IO-04-z: 94.7 lo-04-31! 96.1 IO-04X 93.7 10-04-93 90.3 lo-04-c: 91.9 lo-04-S? 92.2 lo-04-$3 96 10-05-c 95 10-05-83 96 10-05-63 96.6 10-05-83 93.5 10-05-83 94.1 IO-05-83 91.6 10-05-83 93.5 10-05-83 95.6 lo-054 94.3 10-05-w 98 lo-06-E3 91 10-06-23 97 lo-0643 91.2 IO-0643 91.7 lo-0663 93.4 10-06-83 93.1 10-06-83 91.9 10-06-83 92.6 10-06-83 * 90.6 lo-lo-83 95.6 lo-lo-83 96.0 IO-lo-63 94.1 10-10-83 93 10-10-83 92 lo-lo-83 91 10-10-83 90 lo-lo-83 95 10-n-83 92 10-11-83 ELEVATION rL;T NO. LOCATION OF TESTS 388 SEE PLOT PLAN 232 389 -390 391 -392 393 -394 395 -396 397 -398 399 400-A - io1 402 -503 404 -405 $06 -407 $08 409 $10 411 -kl2 413 -$14 115 416 i17 418 - $19 420 -121 422 -+23 A-Retest - 235 183 235 235 230 212 237 214 208 216 202 202 200 237 212 215 202 210 238 237 205 240 233 238 217 240 210 241 241 212 217 276 202 204 242 MOISTURE DRY UNIT SOIL REUTIVE I PERCENT 'WEIGHT TEST i TYPE -- COMPACTION DATE ~ (LBS./CU.FT.) 11.1 117.9 VI 95.1 10-11-83; 12.4 119.7 VI 96.5 10-11-83~ 8.7 103.4 XIII 95.7 10-11-83~ 11.1 114.6 VI 92.4 10-11-83~ 16.3 117.5 VI 94.8 10-11-83' 11.1 117.6 VI 94.9 lo-ii-83 11.1 112.9 xv 94.0 lo-ii-83 13.6 114.2 VI 92.1 lo-ii-83 7.5 108.4 xv 90.3 10-12-83 11.1 113.0 VI 91.2 10-12-83 6.4 114.5 xv 95.4 10-12-83 16.3 100.8 XIV 86.0 10-12-83 11.1 113.0 XIV 96.6 10-12-83 11.1 120.3 VI 97.0 10-12-83 11.1 115.4 VI 93.1 10-12-83 11.3 115.4 VI 93 10-13-83 12.0 114.9 VI 93 10-13-83 11.0 115.0 VI 93 10-13-83 13.6 119.0 VI 96.0 10-13-83 11.1 114.4 VI 92.3 10-13-83 11.1 116.7 VI 94.1 10-13-83 13.6 114.1 VI 92.0 10-13-83 11.4 115.1 III 92 10-14-83 11.1 119.4 III 95.5 10-14-83 11.1 120.4 III 96.3 10-14-83 13.6 113.3 xv 94.4 10-14-83 13.6 113.3 III 93.0 10-14-83 13.6 120.9 VI 97.5 10-14-83 11.1 122.2 III 97.8 10-14-83 13.6 109.2 XIV 93.3 10-14-83 13.6 120.6 VI 96.4 10-14-83 11.1 114.4 xv 92.3 10-14-83 11.0 111.1 XVII 93 10-17-83 11.1 115.8 VI 93.4 10-17-83 11.1 111.6 VI 90.0 10-17-83 6.4 104.4 XIII 96.7 10-17-83 m - ELEVATION TEST NO. LOCATION OF ~TESTS 424 SEE PLOT PLAN 243 -425 426 -427 428 -429 430 431 -432 433 -434 435 -436 437 -438 439 440 441 442 -\43 444 -444-A A45 -446 t47 -448 I49 450 - 151 452 -.53 454 '55 .56 157 58 - L-Retest 252 254 234 244 256 278 281 285 288 290 294 214 215 244 219 244 218 220 296 298 298 290 220 222 224 244 221 298 205 202 215 250 218 288 210 MOISTURE DRY UNIT SOIL RELATIVE TES: PERCENT WEIGHT (LB-.) TYPE COMPACTION DA::3 -I 7.5 8.6 11.1 9.9 11.1 11.1 9.0 a.8 9.6 12.1 11.0 12.5 11.1 8.6 11.1 11.1 9.9 11.1 13.6 6.0 11.0 11.5 12.0 13.6 a.7 11.1 11.1 13.6 13.6 11.1 11.1 9.9 11.1 13.6 13.6 11.1 104.4 116.5 118.9 101.1 106.4 118.5 110.0 112.0 112.4 112.3 112.6 111.6 114.9 116.1 102.2 116.5 107.3 117.4 119.9 110.0 109.1 112.1 114.6 117.3 113.2 119.0 108.6 114.6 116.6 112.3 110.2 115.8 116.6 116.0 114.6 ill.8 VI 93.4 lo-17-$3 VI 94.0 lo-17-E!+ VI 95.9 lo-17-s3 XIII 93.5 16-17-z: XIII 91.7 lO-l7-2?p VI 95.6 lo-17-63 XVII 92 lo-la-83 XVII 93 lo-la-33 XVII 94 lo-la-83 XVII 94 10-18-83 XVII 94 10-18-83 XVII 93 10-18-63 VI 92.6 lo-la-83 VI 93.6 10-18-83 XIII 94.6 10-18-83 VI 93.9 10-18-83 III,XIII92.5 10-18-83 VI 94.7 10-18-83 VI 96.7 10-18-83 XVII 92 10-19-83 III a7 10-19-83 III 90 lo-19-83 III 92 10-19-83 VI 94.6 10-19-83 VI 91.3 10-19-83 VI 95.9 10-19-83 111,x11193.6 10-19-83 VI 92.4 10-19-83 III 93.2 10-20-83 VI,~IV 93.6 10-20-83 XIV 94.1 lo-2!!-83 VI 93.4 10-20-83 III 93.2 10-20-83 VI 93.6 10-20-83 III 91.7 10-20-83 VI,XIV 93.2 10-20-m . - ELEVATION TEST NO. LOCATION OF'TESTS 459 SEE PLOT PLAN 208 -459-A 460 -$61 462 463 i64 465 166 467 -168 469 -,70 471 '72 773 A74 75 476 77 478 -79 480 71 *a2 43 34 La5 1 36 487 l-:8 489 t-1 0 431 4^2 4,3 P-Retest 208 187 189 191 212 183 la5 218 192 193 234 195 196 235 215 221 224 223 226 197 199 241 201 179 202 203 204 188 184 228 205 229 230 206 230 MOISTURE DRY UNIT SOIL RELATIVE TES- PERCENT WEIGHT TYPE COMPACTION DATI (LB-m.) -- 6.4 9.8 11.1 11.1 9.9 11.1 8.6 7.5 11.1 11.1 13.6 8.6 11.1 11.1 11.1 8.6 11.1 11.1 9.9 11.1 8.6 13.6 11.1 13.6 11.1 13.6 11.1 13.6 14.9 13.6 11.1 13.6 11.1 9.9 11.1 11.1 108.9 115.0 VI 87.8 10-20-E VI 93 10-20-z-‘ 117.5 115.9 112.6 117.1 111.8 117.7 115.1 108.4 111.7 115.0 104.9 115.6 114.8 114.5 114.4 111.8 116.1 109.7 106.4 112.1 111.8 103.3 113.5 100.8 101.6 110.4 121.3 119.5 116.4 117.5 107.9 108.8 105.9 110.4 I 94.8 10-21-K 1,m 93.5 10-21-$;~ I 90.8 10-214:: VI 94.4 10-21-?J: 1,XIV 93.2 10. 2 l-? _ I.VI 94.9 lo-21-er VI 92.8 10-21-83 VI.IV 90.3 10 - 2 4 ._ :* 3 VI 90.1 10-24-d VI 92.7 lo-24-t3 VIII 97.1 10-24-G VI 93.2 10-24-83 VI 92.6 10-24-83 VI 92.3 lo-25-8,3 VI,XIV 95.3 10-25-E? VI,XIV 93.2 10-25-83 VI 93.6 10-25-83 VI,XIV 91.4 10-25-83 111,x11191.7 10-26-83 III,XIII96.7 10-26-83 VI,XIV 93.2 10-26-83 XIII 95.7 10-26-83 III 91.5 10-26-83 XIII 93.3 10-26-83 XIII 94.1 10-26-83 111,X11195.2 10-27-83 III 97.0 10-27-83 VI 96.4 10-27-83 VI 93.8 10-27-83 111,X11194.0 10-27-83 111,x11193.0 10-27-83 In.xIII93.8 10-27-83 VI.XIII 91.3 10-27-83 111,X11195.2 - 3 'W ’ ,- z=ST NO. LOCATION 494 ',95 496 -197 498 399 300 -501 502 -503 504 505 - 106 507 -iO8 509 -110 jll -512 i13 214-A i15 516 - i17 518 719 320 "121 222 523 '24 525 26 527 -28 329 r,Retest SEE PLOT PLAN 244 11.1 115.5 I, 208 11.1 113.1 1, 209 13.6 108.6 II 245 9.9 116.3 ,I 210 13.6 114.0 II 245 11.1 117.0 II 211 11.1 117.3 1, 158 13.6 121.0 I, 160 11.1 105.9 11 206 8.6 111.9 I, 243 8.6 116.6 11 161 8.6 102.9 I, 200 11.1 114.7 II 161 11.1 117.3 1, 245 11.1 108.0 11 231 11.1 119.0 11 232 8.6 114.3 I, 245 13.6 100.6 II 248 11.1 112.2 II 247 8.6 104.9 1, 247 8.6 115.7 11 246 11.1 98.9 II 245 11.1 115.4 ,, 263 11.1 116.9 1, 270 11.1 115.4 ,, 265 a.4 106.5 II 262 8.6 114.5 ,I 272 11.1 119.3 11 275 11.1 115.3 II 246 11.1 114.8 II 266 11.1 113.3 ,1 249 8.6 115.9 I, 251 11.1 114.8 II 213 18.0 105.8 I, 212 10.3 117.4 ,I 278 10.0 115.2 ELEVATION 'OF TESTS MOISTURE DRY UNIT SOIL RELATIVE TES? PERCENT WEIGHT 'TYPE COMPACTION DATi (LB-.) VI,XIV 95.5 10 - 2 8 -': .? I 91.2 lo-28-*. III,XIII93.6 10-28 .:', I 93.8 10.20 ~: III 91.2 10-28 :, III 93.2 10-20 :; I 94.6 lo-2c ,:L. VI,XIV 95.4 lo-31.:; XIV 90.5 10 - 3 !. '. j 3 vI,XIV 92.5 10-3.,, .i;:: VI 94.1 Id-31..CS XIII 95.3 lO-31-2> VI 92.5 lo-31-s3 VI 94.6 10-31-83 111,X11193.1 10-31-83 VI 96.0 11-01-83 VI 92.2 11-01-83 XIII 93.2 ll-01-i&3 VI 90.4 11.01-83 VI 84.6 11-01-m VI 93.3 11-01-83 XIII 91.6 11-01-83 VI 93.1 11-01-83 VI 94.2 11-02-83 VI 93.1 11-02-83 111,X11191.8 11-02-83 VI 92.3 11-02-93 IsI,xssI92.6 11-02-83 111,x11192.2 11-02-83 VI 92.3 11-02-u VI 91.4 11-02-83 VI 93.5 11-02-83 VI 92.6 11-02-83 XIV 90 11-03-113 III 94 11-03-913 III 92 11-03-m - -r_:ST NO. LOCATION -530 531 -532 533 534 -535 536 -537 538 -539 540 -541 542 543 -544 545 --546 547 -548 549 -550 551 -.552 553 554 -555 556 -557 558 -559 560 -561 562 -563 564 565 - ELEVATION OF TESTS 255 7.0 115.9 211 14.6 112.9 213 11.3 115.6 214 10.4 118.6 265 11.1 108.1 254 11.1 113.7 279 11.1 117.7 272 13.6 102.8 216 8.7 113.8 . 219 11.1 98.3 248 11.1 117.3 245 a.7 114.2 210 13.6 114.5 249 11/l 114.3 221 11.1 99.0 246 13.6 116.3 246 11.1 109.5 245 8.7 114.2 246 11.1 113.7 247 13.6 110.1 248 11.1 111.8 247 11.1 114.4 242 9.7 117.4 245 10.5 116.8 238 10.0 109.6 247 14.4 109.3 248 17.2 109.0 248 21.3 108.6 249 11.1 106.9 249 13.6 112.4 249 16.3 107.2 250 13.6 110.9 174 11.1 118.0 175 8.7 117.6 250 12.9 109.7 250 20.1 111.8 MOISTURE DRY UNIT SOIL RELATIVE PERCENT TES: WEIGHT (LB-.) TYPE COMPACTION DAT' -- VI 93 11-0s VI 91.1 ll-03- VI 92.5 11-03 VI 95.6 11-03 111,x11193.2 11-03 VI 91.7 11-03 VI 94.9 11-O:; XIII 95.2 11-03 VI 91.8 11-04, : XIII 91.0 11-04, VI 94.6 ll-04-:: I 92.1 11-04-Z" VI 92.3 11-04-a: III 91.4 11-04-s: XIII 91.7 11-04-e: VI 93.8 u-04-8: XIV 93.6 11-07-6: VI 92.1 11-07-8: VI 91.7 11-07-e: XIV 94.1 11-07-8: VI 90.2 11-07-8: VI 92.3 11-07-8: VI 95 11-07-8: VI 94 11-07-8: XIV,VI 91 11-07-8: XIV 93.4 11-08-83 XIV 93.2 11-05-83 XIV 92.4 11-08-83 XIV 91.4 11-08-83 VI 90.7 11-08-83 XIV 91.6 11-08-83 XIV 94.8 11-08-83 VI 95.2 11-08-83 VI 94.8 11-08-83 XIV 93.7 11-09-83 XIV 95.6 11-09-53 - gST NO. LOCATION 566 -567 568 -569 570 -571 572 -573 574 575 -576 577 -578 579 -580 581 582 583 584 - 585 586 -i87 588 389 j90 -591 ;92 293 194 595 -96 597 -98 J99 LOO 01 ELEVATION 'OF TESTS 248 16.3 108.1 XIV 92.4 ll-09-y. 251 14.9 110.6 XIV 94.5 11-09-s: 251 11.1 107.4 XIV 91.8 n-09-1: 249 13.6 110.1 XIV 94.1 ll-09..,:: 251 14.9 109.3 XIV 93.4 ll-09-,:1 251 13.6 108.8 XIV 93.1 ll-lo-::,: 250 14.9 107.4 XIV 91.8 ii-lo-e: 252 11.1 197.8 XIV 92.2 ll-lo-?: 250 16.3 110.2 XIV 94.2 ll-lo-23 252 13.6 107.2 XIV 91.6 11-10-S: . 253 13.6 119.4 VI 96.3 11-10-83 175 8.7 115.8 VI 93.4 11-10-c 176 a.7 117.2 VI 94.5 ll-lo-cc 252 19.0 111.9 XIV 95.7 11-14-E 253 13.h 109.2 XIV 93.4 11-14-83 252 13.6 108.9 XIV 93.1 11-14-a? 251 11.1 108.2 XIV 92.5 11-14-f?? 253 13.6 112.4 VI,XIV 93.7 11-14-83 254 16.3 ,106.Z VI 90.8 11-14-8~ 178 13.6 116.1 VI 93.6 11-14-83 254 13.6 114.9 VI 92.6 11-15-83 253 11.1 114.5 VI 92.3 11-15-83 252 13.6 108.9 XIV 93.1 11-15-83 252 13.6 110.9 XIV 94.8 u-15-83 254 16.3 105.7 XIV 90.3 11-15-a 255 13.6 110.5 XIV 94.4 11-15-83 218 13.6 115.0 VI 92.7 11-15-83 255 11.1 115.4 VI 93.1 11-15-83 255 15.0 112.1 XIV 96 11-16-83 255 11.8 108.9 XIV 93 11-16-83 256 14.0 iii.8 XIV 96 11-16-83 158 11.9 113.1 VI 91 11-16-83 152 12.0 113.0 VI 91 11-16-83 162 12.1 112.9 VI 91 11-16-83 163 17.4 111.4 VI,111 92 11-17-83 161 15.0 113.1 VI,XIV 94 11-17-83 MOISTURE DRY UNIT SOIL RELATIVF, TES? PERCENT 'WEIGHT TYPE COKPACTION DAT' (LBS./CU.FT.) -~ - FST NO. -602 603 604 -605 606 -607 608 -609 610 -611 612 613 614 615 -516 617 -518 619 -520 521 422 523 ,624 - j25 626 -i27 628 -529 .j30 431 ;32 $33 134 635 -'36 637 - ELEVATION 'LOCATION OF TESTS MOiST'URa DRY UNIT SOIL PERCENT " ~WEIGHT 'TYPE (LB-.)-- SEE PLOT PLAN 158 14.5 112.6 222.5 256 256 257 171 173 257 257 .140 243 245 248 250 251 253 211 204 198 193 188 la5 183 182 180 179 258 170 166 239 235 172 172 224 222 226 13.6 107.3 11.1 110.7 13.6 106.2 20.1 110.0 18.0 108.2 la.2 107.8 1o.p 109.0 13.4 112.8 15.0 113.4 14.0 114.9 14.2 115.1 11.1 113.0 13.6 115.8 11.1 117.3 14.9 116.1 16.3 113.8 11.1 114.3 a.7 118.3 11.1 119.4 13.6 115.9 11.1 114.0 11.1 116.3 9.9 118.2 14.9 117.8 13.6 108.5 17.6 108.8 13.6 110.4 16.3 110.9 13.6 112.3 16.3 114.5 14.9 118.5 12.4 117.8 11.1 108.0 11.1 116.1 VI XIV XIV XIV XIV XIV XIV XIV VI VI VI VI VI III III VI VI VI VI VI VI III VI RELATIVE TEST COMPACTION DATE --. 91 11-17.6~ 11-17-e 91.7 11-17 .: 94.6 11-17,: 90.8 11-17.. 95 ii-la,., 92 ii-la,. 92 11-18.. 93 11-18:: 91 11-18.. 92 ii-la-. 93 11-18-C. 93 11-18-E" 91.1 ii-la-83 92.6 11-18-8: 93.8 11-18-81: 93.6 ll-19-82 91.8 11-19-8: 92.2 11-19-E:. 95.4 11-19-83 96.3 11-19-83 93.5 11-19-83 91.2 11-19-83 93.8 11-19-83 VI.111 95.3 11-19-83 VI 95.0 11-19-83 XIV 92.7 11-28-83 XIV 93.0 11-28-83 XIV.VI 92.0 11-28-83 XIV 94.8 11-28-83 XIV,VI 93.6 11-28-83 III,VI 92.3 11-28-83 VI 95.5 11-28-83 VI 95.0 11-29-83 VI 87.8 11-29-83 VI 93.6 ,ll-29-83 -- SsI NO. 638 -39-A b40 -41 .,42 A43 44 445 46 647 -48 649 -50 051 "152 a53 454 I55 256 i57 658 -is9 660 761 662 -=~63 564 465 i66 667 - 568 669 -570 671 -572 373 ELEVATION LOCATION ~OF TESTS SEE PLOT PLAN 258 222 259 169 163 159 185 186 la4 la7 '191 170 193 257 253 260 259 204 251 257 257 258 259 260 259 261 260 260 244 236 228 221 261 262 264 262 MOISTURE DRY UNIT SOIL PERCENT h'EIr,HT TY?E (LB-.)- RELATIVE TEST ; COK?ACTIC)N DATF ;I 13.6 114.9 v1,x1v 11.1 115.8 VI 20.5 111.4 XIV 12.7 108.0 XVI la.1 111.9 VI,XIV 12.0 108.3 XVI 13.6 108.2 XIV 12.0 107.3 XIV 12.5 107.8 XVI 8.7 111.9 VI 11.1 113.8 VI 11.1 116.1 VI 11.1 108.2 XIV 13.6 107.3 XIV 16.0 111.2 XIV 15.0 110.0 XIV 16.5 109.8 XIV 16.2 113.0 VI 14.2 109.6 XIV 15.8 110.8 XIV 16.0 113.3 XIV 14.8 107.1 XVI 19.0 106.8 XVI 16.0 110.1 XIV 15.0 109.4 XIV 16.0 110.5 XIV 19.4 111.9 XIV 16.3 108.5 XIV a.4 117.4 VI 8.4 116.0 VI 9.9 116.2 VI 11.0 114.8 VI 14.3 113.0 VI,XIV 14.3 113.6 VI 10.5 112.4 VI 11.5 112.1 VI,XIV f: ;; 92.7 11-29-G; 93.4 11-29&j ;;" ;;;;;:;;ij 1? 93 11-29-U: 92 b 11-29-:3* 93 11-3&fii 92 ll-30-g-j; 91 11-30-83[ 90.3 11-30-831 91.8 11-30-93; 93.6 11-3C-83: 92.5 11-30-83 91.7 11-30-83: 95 12-02-d 94 12-02-831 94 12-02-83 91 12-02-83 93.7 12-02-83 94.7 12-02-83 96.8 12-02-83 91 12-05-83 91 12-05-83 94 12-06-83 94 12-06-83 94 12-06-83 95.6 12-05-83 92.7 12-05-83 94.7 12-05-83 93.5 12-05-83 93.8 12-05-83 92.6 12-05-83 94.2 12-06-83 91.6 12-06-83 90.6 12-06-83 93.4 12-06-83 A-Retest #636 - TEST NO. - 674 .-675 676 677 -678 679 -680 681 -682 683 -684 685 686 -687 688 -689 690 -691 692 -693 694 -695 696 697 -698 699 -700 701 -702 703 -704 705 -706 JO? 708 -709 710 - LOCATION SEE PLOT PLAN 11 II 11 11 I, 0 II II II I, II II I, It II II 11 II 11 11 II 1, II 11 11 11 11 0 1, II ,I II I, ,1 0 ,, ELEVATION 'OF 'TESTS 241 264 258 262 217 211 229 233 235 204 211 218 220 267 269 253 241 265 266 270 258 270 267 272 267 267 268 268 267 269 269 259 253 247 273 264 263 MOISTURE DRY UNIT SOIL RELATIVE TEST PERCENT 'WEIGHT (LBS./CU.FT,) 'TYPE COMPACTION m 12.5 13.5 13.2 12.8 12.9 12.9 13.4 12.2 10.0 15.7 12.8 8.0 9.0 12.9 13.3 9.8 10.7 11.3 11.5 9.9 12.7 13.3 10.3 14.3 10.6 8.5 10.6 15.5 13.5 14.2 11.6 9.0 9.8 10.3 13.4 9.8 10.7 114.6 107.8 110.6 110.0 115.4 115.4 108.6 106.8 108.0 114.0 112.0 108.9 109.0 116.8 111.5 112.1 107.3 109.3 108.1 118.7 115.4 111.9 107.6 116.7 110.9 110.9 106.1 116.6 111.0 115.6 107.0 110.1 109.2 106.8 110.2 110.1 108.9 VI 92.4 12-07-83 XIV 92.2 12-07-83 XIV 94.5 12-07-83 XIV,VI 91.6 12-07-83 III 95.9 12-07-83 III 92.3 12-07-83 XVI 92 12-07-83 XVI . 91 12-07-83 XVI 92 12-07-83 IX 92 12-08-83 IX 90 12-08-83 XVI 92 12-08-83 XVI 92 12-08-83 VI 94.2 12-08-83 VI,XIV 92.9 12-08-83 VI 90.4 12-08-83 XVI 90.9 12-09-83 XIV 93.4 12-09-83 XIV 92.4 12-09-83 VI 95.7 12-12-83 1,VI 92.3 12-12-83 VI 94.8 12-12-83 XIV,XVI 91.2 12-12-83 VI 94.1 12-12-83 XVI 93.9 12-13-83 XVI 91.9 12-13-83 XIV 90.7 12-13-83 VI 94.1 12-13-83 XVI 94.1 12-13-83 VI 93.2 12-13-83 XVI 90.7 12-13-83 XVI 93 12-14-83 XVI 92.5 12-14-83 XVI 90.5 12-14-83 XVI 97.2 12-14-83 XIV 94.1 12-14-83 XIV 92.3 -83 - ELEVATION 'TEST NO. LOCATION OF'TESTS - -'46 711 -712 713 -714 715 716 -717 718 719 720 -721 722 -723 724 725 -726 “727 -728 729 -730 731 -732 : 733 -734 735 736 -137 738 139 140 -741 '42 -743 '44 745 SEE PLOT PLAN 261 ,a 264 II 263 (1 266 1, 268 11 270 11 272 II 274 11 276 11 269 II 276 . 11 278 11 281 11 269 II 283 II 209 11 160 II 208 11 209 II 209 II 210 II 211 11 154 11 156 I, 158 II 163 II 176 11 164 II 210 11 211 II 211 1, 207 II 185 11 209 ,1 173 11 175 MOISTURE DRY UNIT SOIL RELATIVE TEST PERCENT 'WEIGHT 'TYPE COXPACTION DAE (LBS./CU.FT.)- -- 11.5 10.0 9.0 10.6 11.0 12.4 12.9 11.7 12.6 11.0 9.5 11.8 14.1 13.6 14.4 12.9 11.0 15.6 16.3 13.3 17.1 13.0 11.0 15.0 13.0 11.0 11.5 11.0 13.9 13.4 11.7 9.9 10.9 15.8 14.0 14.5 106.8 105.9 104.9 105.7 106.0 115.1 107.8 110.7 109.5 108.0 108.2 115.5 106.7 111.8 109.7 115.3 99.0 113.7 117.0 116.2 115.5 108.0 107.4 106.0 105.8 112.7 113.0 103.2 107.5 108.6 110.7 120.1 119.7 111.6 108.4 108.0 XIV 91 12-15-83 XIV 91 12-15-83 XIV 90 12-15-53 XIV 90 12-15-33 XIV 90 12-15-93 III 92.1 12-15-33 XIV,xVI 92.2 12-15-83 XIv,XvI 94.6 12-15-83 XIv.XvI 93.6 12-15-33 XIV 92 12-16-33 XIV 92.5 12-16-83 III 92.4 12-16-83 XIV 91.2 12-16-83 XIV 95.6 12-16-83 XVI 92.7 12-16-83 III 92.3 12-16-83 VI 83 12-1863 III 91.0 12-19-83 III 93.6 12-19-83 III 92.9 12-19-83 III 92.4 12-19-83 XIV 92 12-20-83 XI 87 12-20-83 XIV 91 12-20-83 XIV 90 12-29-83 VI 91 12-20-83 VI 91 12-20-53 XIV 91.9 12-20-83 XVI 92.1 12-29-83 XVI 93.8 12-20-83 VI 96.8 12.20-83 VI 96.6 12-20-83 VI 92.1 12-20-83 XIV 95 12-21-83 XIV 93 12-21-83 XIV 92 12-21-83 *Native Soil - - TEST NO. - 747 ~- 748 749 -750 749-A 751 -752 753 -754 755 -756 757 -758 759 760 -761 762 -763 764 -765 766 ~-767 768 -769 770 771 -772 773 -774 775 -776 777 ~-7 78 779 780 -701 782 - -Retest LOCATION ELEVATION OF TESTS 214 10.0 218 12.0 166 13.5 212 14.9 166 14.4 168 13.0 213 13.3 219 14.6 219 13.0 222 14.2 220 10.5 215 13.6 216 15.2 217 14.5 152 10.0 221 10.5 222 14.0 222 15.0 169 11.6 166 11.5 158 11.3 160 13.8 230 10.8 238 14.1 234 10.9 154 125 156 10.9 162 16.0 162 15.5 178 16.2 180 11.4 164 12.0 164 14.0 185 16.0 186 14.0 182 12.6 138 14.9 MOISTURE DRY UNIT SOIL RELATIVE TEST PERCENT WEIGHT (LB=.) m COMPACTION DATl 109.8 XI 109.0 XVI 97.2 XIV 117.8 I 110.2 XIV 114.8 I 110.8 XVI 106.7 XVI 107.2 XVI 106.9 XVI 113.5 I 114.6 VI 106.2 XIV 111.9 XVI 117.0 III 114.0 I 112.6 VII 112.4 VII 114.8 VI 115.4 VI 110.0 XVI 110.8 VI,XVI 120.2 III,1 111.7 XVI 115.5 III 114.9 VI 118.7 VI 112.0 xv 112.8 xv 111.0 XIV 115.0 VI 110.2 xv 111.0 xv 110.0 XIV 108.2 XIV 112.4 XVI 119.3 III 88 12-21-8' 92 12-214: 83.1 12-2l-::r. 95.0 12-21.': 94.2 12-21.'5 92.6 12-21 :3 93.9 12-21. ::; 90 12-22.,;: 91 12-22 "' 91 12-22-5: 91 12-22.-a: 92.4 12-22-83 91.8 12-22-8; 93.9 12-22-83 94 12-23-83 92 12-23-83 91 .12-23-&3 91 12-23-83 92.6 12-30-83 93.1 12-30-83 93.2 12-30-K 91.6 12-30-83 96.2 01-03-84 94.7 01-03-84 92.4 01-03-84 92.7 01-03-84 95.7 01-03-84 96 01-04-84 96 01-04-84 95 01-04-84 93 01-04-84 94 01-04-84 95 01-04-84 94 01-04-84 93 01-04154 95.3 01-04-84 92.3 84 - : 1ST NO. - 783 784 - 785 786 -787 788 - 789 790 -791 792 793 -794 795 -796 797 -798 799 .-BOO 801 802 -803 804 ‘-805 806 -807 808 .-809 810 811 -812 813 -814 815 -816 817 -818 619 - ELEVATION LOCATION OF TESTS SEE PLOT PLAN 11 11 ,1 11 II 11 *, 11 I, 11 ,I II 11 11 11 II $1 1, (1 II 1, 11 11 1, 11 I, 11 91 It II II ‘I It ,l 11 ,I 239 166 166 190 168 168 169 189 191 196 190 170 172 170 198 196 200 175 178 178 177 178 242 244 181 233 178 174 178 180 236 243 221 223 248 223 225 MOISTURE DRY UNIT SOIL RELATIVE PERCENT TEST WEIGHT 'TYPE (LBS.7CU.FT.r Co.?fPACTIO?~ DJg 13.6 11.3 12.0 15.0 15.0 12.0 12.6 12.7 13.0 12.9 13.0 12.2 9.0 12.0 11.5 13.2 13.0 12.7 14.0 12.0 13.0 16.6 11.7 16.0 14.7 10.7 15.1 13.6 12.8 14.5 9.7 11.7 14.9 13.6 13.6 9.9 13.6 118.3 110.0 115.2 110.0 113.0 110.8 111.2 105.5 106.3 112.8 113.6 114.9 112.4 110.5 113.0 114.0 106.5 116.6 112.0 116.1 116.6 115.3 119.2 116.6 113.9 110.2 113.3 111.1 114.6 108.3 118.7 117.0 110.4 115.8 116.8 112.0 115.9 III xv xv xv xv xv xv XIV XIV VI VI xv xv xv VI VII XVI xv xv xv xv xv III III VI XVI XVI XVI VI XVI III,VI III VI.xVI VI III VI III 94.6 01-04-84 94 01-05-85 94 01-02-84 94 01-05-8~ 97 01-05-84 95 01-05-84 95 01-05-84 90 01-06-O: 91 01-06-84 91 01-06-84 92 01-06-84 93 01-06-84 96 01-06-84 94 01-06-84 91 01-06-84 92 01-06-84 90 01-06-84 95 01-06-84 96 01-06-84 95 01-09-84 94 Ol-"9-84 94 01-09-84 95.3 01-09-84 93.2 01-09-84 92.6 Ol-$9-84 93.4 01-09-84 96.0 01-09-84 94.9 01-09-84 95.5 01-10-84 95.5 01-10-84 95.7 01-10-84 93.6 01-10-84 91.2 01-10-84 93.4 01-10-84 93.5 01-10-84 90.3 01-11-84 92.7 01-11-84 - I ST NO. -820 821 -822 823 -824 825 -826 827 828 -829 830 -831 832 -833 834 -835 836 -837 838 839 -840 841 -842 843 -844 845 -846 847 848 -849 850 -851 852 -853 854 -455 856 -- LOCATION ELEVATION MOISTURE DRY UNIT SOIL RELATIVE TEX OF TESTS PERCENT WEIGHT TYPE COMPACTION ~~u"'c: (LBS./CU.FT.) SEE PLOT PLAN II It I, ,1 1, 11 ,I II 11 11 11 11 II 11 II II ,t ,1 II I, II II 1, II I, ,t 11 11 ,I II 11 II II ,t 11 11 241 249 251 253 254 255 257 160 162 163 165 . 167 170 172 174 176 178 180 182 184 184 183 161 164 167 172 197 195 187 188 190 194 191 186 188 198 203 11.1 110.3 XVI 13.6 114.5 III,1 16.3 115.6 VI , 13.6 114.7 III 14.9 116.6 III,1 14.9 15.8 III 16.3 110.2 XVI 11.5 108.0 XVI 12.2 109.3 XVI 11.8 107.6 XVI 14.9 116.9 III 15.2 109.3 XVI 17.6 108.5 XVI 19.0 116.2 VI 16.3 113.6 VI 14.9 120.6 III 13.6 117.7 VI 13.6 115.6 VI 16.3 114.3 III 14.9 117.3 VI,1 16.0 110.0 XIV 16.5 109.4 XIV 19.0 116.7 VI 16.3 115.1 VI 17.6 111.9 VI 17.6 115.6 VI 21.0 108.3 XIV 20.4 107.0 XIV 13.6 105.9 XIV 11.1 106.1 XIV 16.3 110.1 XIV 19.0 110.8 XIV 16.3 108.6 xxv 14.9 113.7 ' VI 13.6 117.3 VI 14.0 107.5 XIII 18.0 103.0 XIV 93.4 01-12-84 91.6 01-11-84 93.2 01-12-84 91.8 01-13-84 93.3 01-12-84 92.6 01-12-84 93.4 01-12-84 92 01-15-84 93 01-1X-84 91 01-13-84 93.5 01.14-84 92.6 01-13-84 92.0 01-13-84 93.7 01-13-84 91.6 01-13-84 96.5 01-16-84 94.9 01-16-84 93.2 01-16-84 91.4 01-16-84 93.8 01-16-84 94 Ol-lJ-84 94 01-17-84 94.1 01-17-84 92.8 01-17-84 90.2 01-17-84 93.2 01-17-84 93 01-18-84 91 01-18-84 90.5 01-18-84 90.7 01-18-84 94.1 01-18-84 94.6 01-18-84 92.8 01-18-84 91.7 01-18-84 94.6 01-18-84 92 01-19-84 91 01-19-84 - 1 ST NO. -857 858 -859 860 ,861 862 863 -564 865 -366 867 -968 369 -970 371 -872 373 874 -375 876 -377 378 -579 180 331 182 883 - 184 885 -i86 687 +a0 489 s90 ,91 _892 93 - L.OCATION ELEVATION 'OF'TESTS 206 190 192 194 196 198 201 194 276 279 277 .284 206 286 252 282' 283 160 161 166 171 ~178 188 207 222 238 253 212 208 216 266 260 219 251 263 271 274 I MOISTURE DRY UNIT SOIL RELATIVE PERCENT "WEIGHT m 'COMD.4CTI,h TES j (LBS./CU.FT.) rlT' rrayrr j 16.0 14.9 17.6 14.9 14.9 13.6 14.9 16.3 11.6 10.7 10.3 8.0 17.0 11.5 19.0 14.7 13.6 13.0 10.0 12.0 11.0 12.5 10.0 8.0 14.0 13.5 18.0 13.6 20.5 17.6 19.0 16.3 16.3 11.5 15.0 14.0 12.5 107.3 110.6 113.1 105.8 113.8 113.3 109.7 115.8 115.4 114.8 115.0 116.0 109.0 115.2 107.5 117.5 114.2 115.0 113.1 110.5 111.0 115.5 109.1 111.2 115.8 115.3 109.8 107.3 108.8 108.1 110.3 108.7 109.5 118.0 113.0 108.1 112.6 XIV VI,XIV VI XIV VI,XIV VI XIV VI II,VI II,VI 11,VI II XIV VI VI VI VI VI VI XVI XVI VI XVI VI VI VI XIV XIV~ XIV XIV XIV XVI XIV VI 92 01-19-84 92.1 01-19-84 91.2 01-19-84 90.4 01-19-84 94.9 01-19-84 91.4 01-19-84 I 93.8 01-19-84! 93.5 Ol-19-84! 93 92 Ol-2O-84l I 01-20-84 92 01-20-84 93 01-20-84 93 01-20-84 93 01-20-84 86.6 Ol-20-84i 94.8 01-20-84: 92.1 Ol-20-84i 93 01-23-84 91 01-23-84 94 01-23-84 94 01-23-84 93 01-23-84 92 01-23-84 90 01-23-84 93 01-23-84, 93 01-23-84; 94 01-23-84 91.7 01-23-84 93.0 01-23-84 92.4 01-23-84 94.3 01-23-84 92.1 01-23-84 93.6 01-23-84 95 01-24-84 XIV,XVI 96 Ol-24,-84 XVI 92 01-24-84 VI,XVI 93 01-24-84 -7S.T NO. LOCATION _ 894 895 896 - 897 898 - 899 900 - 901 902 - ,903 904 905 - 906 907 - 908 909 - 910 911 - 912 913 -914 915 916 - 917 918 - 919 920 -921 922 - 923 924 _ 925 926 927 - 928 929 - 930 - ELEVATION OF ~TESTS 266 15.5 109.1 255 13.0 117.0 242 13.5 115.4 230 12.0 112.3 218 12.6 114.5 204 20.2 108.3 202 19.4 107.6 203 19.0 108.0 211 16.3 109.6 222 14.9 107.4 268 11.1 112.3 261 13.6 109.3 199 18.0 108.6 197 16.0 107.3 200 15.5 106.5 199 14.0 117.0 196 12.0 115.1 203 13.6 111.3 206 14.9 112.1 205 17.0 107.0 207 lb;0 107.8 266 11.0 116.0 279 13.6 117.4 268 11.1 108.6 273 14.9 107.4 281 14.9 117.1 274 13.6 115.2 271 14.9 116.2 279 13.6 108.5 282 13.6 116.7 270 13.6 113.2 282 14.9 106.2 272 16.0 112.0 277 16.8 111.8 168 11.0 109.0 171 10.2 108.6 274 13.6 111.7 MOISTURE DRY UNIT SOIL RELATIVE T!EST PERCENT WEIGHT TYPE COMPACTION DUE (L-T.7 XIV VI VI VI VI XIV XIV XIV XIV x10 VI XVI XIV XIV XIV VI VI XVI XIV XIV XIV II III XIV XIV III III III xxv VI VI XIV VIII VIII XVI XVI 93 01-2,&81 94 01-24-81 93 Ol-2dr-81 91 Ol-2&-81 92 Ol-2681 93 01-26-81 92 01-2681 92 01-2681 93.7 Ol-2&-81 91.8 Ol-2C81 90.5 Ol-24-81 92.6 Ol-24-81 93 01-29-81 92 01-25-81 91 01-25-81 94 01-24-8~ 93 01-25-81 94.3 01-25-81 95.8 01-22-81 91 Ol-26-8~ 92 Ol-2C8i 93 01-26-81 93.9 Ol-2681 92.8 Ol-2&-8( 91.8 Ol-2.G8~ 94 Ol-27-81 92 01-27-8~ 93.0 01-2'1-81 92.7 01-27-81 94.1 01-27-8' 91.3 Ol-30-8r 90.8 01-36-81 90 Ol-3%8r 90 Ol-3&81 92 Ol-3C8r 92 Ol-3(0-8r XIV,IX 92 Ol-31c-8) - :I ;T NO. -931 932 -933 934 935 336 437 938 939 -940 941 -942 943 -944 945 -946 947 -948 949 950 -951 952 -953 954 -955 956 457 958 959 -960 961 -962 963 -964 965 -966 367 - LOCATION SEE PLOT PLAN II II ,I ,a I, I, 11 I, I, ,t 0 11 II ,a ,t ,t II I, I, 11 1, ,I 11 II 1, II 11 ,1 II II II II 11 II II II ELEVATION OF TESTS 270 17.0 280 13.6 280 14.2 279 15.3 276 13.8 275 12.0 277 15.0 262 16.0 269 15.0 254 14.0 196 16.0 .198 14.5 207 14.0 200 15.0 148 12.0 155 12.5 157 11.0 154 12.0 159 11.0 161 12.2 209 12.0 213 16.0 226 14.0 228 12.0 277 13.5 278 14.0 218 12.0 221 11.5 223 11.0 225 12.0 227 12.0 229 11.0 230 11.5 285 14.0 231 11.3 287 11.0 288 10.5 1 MOISTURE DRY UNIT SOIL PJXATIVE PERCENT WEIGHT TEST j TYPE COMPACTION -1 (L-T.) I 107.0 105.3 106.5 110.8 107.0 109.9 106.9 114.6 113.3 115.0 111.0 110.8 109.0 108.1 111.71 117.5 116.0 116.6 118.0 118.8 115.5 109.0 110.0 109.2 115.0 115.8 114.5 114.9 116.0 115.5 118.5 117.0 117.8 103.0 116.5 107.0 107.2 XIV 91 Ol-30-a XIV 90 01-31-a XIV 91 01-31-84 VIII,XIV 92 01-31-84 XIV XVI XIV IX IX IX IV XIV XIV XIV VI VI VI VI VI" III VI XIV XVI XVI IX II I I II II II II II XIII II 91 01-31-84 93 01-3'1-84 91 01-31-81: 92 02-O l-,34 91 02-01..84 93 02-01-84 95 02-01-841 95 02-OM41 93 02-Ol-84j 92 02-01-84~ 94 02-02-84 95 02-02-84 94 02-02-84 94 02-02-84 9.5 02-02-84 96 02-02-84 93 02-02-84 93 02-03-84 93 02-03-84 93 02-03-84 93 02-06-84 93 02-06-84 92 02-06-84 92 02-06-84 93 02-09-84 92 02-09-84 95 02-10-84 94 02-10-84 94 02-10-84 95 02-10-84 93 02-10-84 11,x111 92 02-1%84 11,x111 92 02-13-84 liz3l I’ ?-tsT NO. LOCATION -968 969 -970 971 -972 973 974 -975 976 -977 978 -979 980 -981 982 -983 984 985 -986 987 -988 989 -990 991 -992 993 -994 995 996 -997 998 -999 1000 -1001 1002 -1003 1004 SEE PLOT PLAN 11 (1 II 8, II ,, 11 ,I II ,a 11 II 11 II 11 1, 11 II I, 11 II I, 11 II II II II 11 ,, I, 11 II 11 11 II II - ELEVATION MOISTURE OF TESTS DRY UNIT SOIL PERCENT RELATIVE WEIGHT TYPE COMPACTION ;E (LB-T.)- 256 11.5 106.8 268 9.8 107.6 279 11.0 116.6 285 10.5 116.8 286 11.0 116.0 287 10.3 115.9 288 11.4 117.0 290 10.5 115.4 292 11.0 115.8 248 10.5 116.0 261 11.5 117.0 . 273 : 10.0 116.4 201.8 10.0 114.0 201.5 13.0 107.0 201.5 14.5 107.5 278.0 10.0 116.0 240.0 11.5 111.0 205.5 11.4 106.8 225.0 14.0 116.7 227.8 14.5 115.2 230.6 10.0 121.0 221 14.0 107.9 215 14.8 109.8 211.7 11.2 108.8 208.6 12.0 108.5 280.5 10.0 118.8 281.3 14.0 116.0 281.8 13.5 ix.8 282.2 .12.0 115.0 282.6 14.6 114.0 285 12.0 113.5 284.2 13.0 114.0 283.4 12.8 115.0 283.1 14.0 116.0 217.0 7.1 116.9 231 7.1 120.1 232 a.7 117.9 11,x111 92 02-13-81 11,X111 92 02-13-81 II 93 02-13-8/ II 93 02-14-8! II 93 02-14-U II 93 02-14-81 II 94 02-14-81 II 92 02-14-8! II 93 02-15-S: II 93 02-15-8[ II 94 02-15-8[ II 93 02-15-81 VI 92 02-15-8r XIV 91 02-15-u XIV 92 02-15-81 II 93 02-15-81 XII 91 02-15-81 XIV 91 02-17-8/ IX 94 02-17-81 XVI 98 02-17-81 II 97 02-17-81 XIV 92 02-21-81 XIV 94 02-21-81 XVI 92 02-21-81 XVI 92 02-21-8~ II 95 02-23-81 XIV 99 02-23,-& XIV,XVI 99 02-23-81 XIV,XVI 98 02-23-81 XIV,XVI 97 02-23-81 XIV,xvI '97 02-24-81 XIV, XVI 97 02-24-81 XIV,XVI 98 02-24-81 XIV,XVI 99 02-24-81 VI 94.3 04-2saL VI 96.8 04-2a-a[ VI 95.1 04-28-8L . - ELEVATION fi ;T NO. LOCATION OF TESTS 11-15 1006 ir37 lL38 ;. wg iI LO iQJ1 11 12 1013 it-14 1015 1176 lU17 lpla IL19 LWO i 21 1022 ? 23 1024 l-25 1026 1-27 lu28 I-29 i-30 lQ31 SEE PLOT PLAN 11 11 II 11 ,t 8‘ II I, 11 11 11 II 11 II II II II II II I, II 11 II 11 II II 233 10.3 234 10.3 245 10.3 250 7.1 254 a.7 254 a.7 255 7.1 295 5.6 254.5 11.9 254 13.6 254.6 a.7 -253.2 9.9 253 7.6 -256 a.7 258 a.7 261 11.1 262 7.6 240.5 11.1 213 9.9 199 a.7 la9 13.6 183.5 11.1 la0 7.6 178 7.6 160 a.7 271 9.9 260 11.1 MOISTURE PERCENT DRY UNIT SOIL RELATIVE TES? WEIGHT TYPE COMPACTION DATE (L-T.) 119.0 VI 96.0 04-28-w 116.8 VI 94.2 04-28-7'. 116.1 VI 93.7 o4-2S-;::1i; 114.7 III,VI 92.1 o4-2fj-*:,:: 121.1 III 96.9 04-2:1' 115.9 III,VI 93.1 04-2:j 117.3 III 93.8 04-2:1 118.9 III 95.1 04-2:? 116.6 VI 94.0 04-2:: 119.3 VI 96.1 04-2:.\ '. 117.2 VI 94.5 04-2rl 116.2 VI 93.7 04-2:i 114.7 VI 92.5 05-Cl. 116.3 VI 93.8 05-01 117.6 111,VI 94.1 05-01. 119.6 III,VI 95.7 05-U 116.6 VI 94.0 o5-cI.. 117.1 VI 94.4 05-Cl.' 113.2 VI 91.3 05-01 118.8 VI 95.8 o5-c:l.- 116.0 III,V 92.8 05-C%-, 114.3 III 91.4 05-o'!-' 119.6 III 95.7 05-O?-,. 117.7 VI 94.9 05-o,& 120.4 VI 97.1 05-o,-;; 116.3 VI 93.8 05-o:>-:: 117.4 VI 94.7 05-02-8 -