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HomeMy WebLinkAboutCT 76-15; PALISADES POINT UNIT 1; COMPACTION TEST RESULT; 1985-03-22• .... CONDUCTED FOR: MOLA DEVELOPMENT • RECEIVED CITY Of CARLSBAD ENGlME~RING DEPARTMENT 8072 ADAMS AVENUE HUNTINGTON BEACH, CALIFORNIA 92648 w .. O. 386902 APRIL 25, 1984 April 25, 1984 • ~ACTION GEOTECHNICAL 0.1: 6:: :j~ :;'.!ii:> -LJ"L:'·C:,A .:N-<T~".'S:~'I~C •. ' W.O. 386902 Mola Development 8072 Adams Avenue Huntington Beach, California 92646 Gentlemen: Subject: Compaction Test Results and Grading Inspection Report for Residential Development of l'ract 76-15, "Palisades Point" Project in Carlsbad, California Fo·rwarded herewith is the Compaction Report on the above reference<;i 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. Soil ~ I II III IV V VI VII VIII IX X Laboratory S·tandard: (ASTM:D-1557-70) 4 inch dia. mold; 1/30 eu.ft.vol.; ~ 5 layers -25 blows per layer; 10 lb. hammer dropped 18 inches Optimum Max. Dry Dens.i ty Classification Moisture % Lbs.~ ICu. Ft. SAND (Topsoil) 10.5 124.5 silty, BROWN SAND, RED/BROWN 10.5 125.0 (terrace) SAND, clayey, silty, 11.0 125.0 RED/BROWN (alluvium) SAND, silty, clayey, 12.0 119 .. 5 TAN (old fill) CLAY, silty, BROWN/ 16.0 113.0 BLACK • SAND, clayey, WHITE/ 11. 5 124.0 TAN (bedrock)' CLAY, sandy, GREY/BROWN 11. 0 124.0 SAND, clayey, BLACK, 11. 0 12.4.5 SAND, silty, clayey, 11.0 124.0 TAN (alluvium) SAND, silty, clayey, 11.0 126.0 RED/BROWN (alluvium) 1630-0 South Sunkist St., Anaheim, CA 928,06 (714) Q;34-2092 Mola Development • w.o . 386902 Page 2 Soil Optimum Max. Dry Density ~ Classification Moisture % Lbs. leu .. Ft,. XI SAND, clayey, medium 12.0 124.0 XII SAND, clayey 11. 5 122.0 XIII SAND, medium, RED/ 16.5 108.0 BROWN xlv CLAYSTONE, LIGHT BROWN 14 .. 0 117.0 xv SAND, with 2% cement 14.0 117.0 XV SAND, clayey, YELLOW/ 12.0 123.0 TAN, with 2% cement XVI SAND, silty, WHITE/TAN 12.0 118.0· (bedrock) XVII SAND, medium, BROWN, 13.0 121. 0 with 2% cement 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 debri$ 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, moistlJ.re conditioned and compacted in a like manner. Keys were construct~d 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 D.B.C. 1973 edition. .Test results are as follows: Expansion Expansion Pad No. Index Potential 1-14 51 Medium 14-35 32 Low 35-42 34 Low 43-45 74 Medium 45-54 26 Low 55-59 27 Low 60-68 23 Low 70-79 6 Very Low 80-89 4 Very Low 90-99 27 Low 100-109 46 Low Expansive soil recommendations, outlined on the accompanying Plate A, should be incorporated into the building design. The proposed str~ctures .shall be supported by isolated and continuous spread footings placed a minimum depth of twelve (12") irtchesbelow lowest adjacent finish grade uti~izing 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 (1/3) for total inc.ludingseismic and wind loads where allowed by code. Increases in bearing capacity for incr~ases in footing diIllensions are· tabulated below: Minimum Minimum Bearing Increas~ ~ DeEth Width Value DeEth Width Maximum (inches) (inches) (psf) (psf/ft) (psf/ft) Continuous 12 12 2100 314 109 4100 Isolated 12 12 2600 314 105 4100 Due to varying expansive conditions, minimumembedment.s will vary in acc;:ordance with th~ attached "Expansive Soil Recommendations." Hola Development Page 4 • W.O. 386902 Footings which span from native material to compacted fill shall be reinforced with a minimum of one (1) 115 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 authorization to do so has been obtained from the Building Inspector. Excavations may be made and forms set before approval offue 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 adequat'e for the development now planned. Our findings were made and recommendations prepared in accordance with generally accepted professional engineering practices, and no further war.ranty 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 GEOTECHNI~ALjONSULTANTS ~Q!r7%d~ BRUCE A. PACKARD RCE13801 ~£)JI--I '.fo~OUSEAL VICE PRESIDENT -ENGINEERING STAFF GEOLOGIST TH:ss IZl ~ • • ELEVATION HOISTDRE DRY UNIT SOIL RELATIVE TEST 'rEST NO"_ LOCATION OF TESTS PERCENT WEIGHT 'TYPE COMPACTION DATE (LBS .. I CD . FT " )- 101 SEE PLOT PLAN 160 12.0 108.2 IV 90 "8-15-8~ 102 " 162 14.3 113.0 V 91 B-15-8~ 103 II 161 9.5 115.9 VI 94 8":'17-B': 104 II 152 10.1 115.0 VI 93 8-17-8~1. 105 II 161 18 .• 1 105.7 V 94 8-17-8~! 106 II 150 19'.0 105.1 V 93 8-17-8:!1, 107 " 159 12.1 104.3 I 9'2 8-18-8~', 108 II 162 8.5 113.0 VI 92 8-18-831 109 II 163 9.0 114.1 VI 92 8-18-831, 110 II 164 22.0 104.3 .V 92. 8-18-831 111 " 157 19.0 103.2 V 91 8-18-~31 112 II 161 19.5 104.3 V 92 8-18-831 113 II 165 14.0 101.8 V 90 8-18-83 114 " 158 8.5 114.8 III 92 8-18-83-I 115 " 159 9.0 115.0 III 92 8-18-83 116 " 161 10.5 115.9 III 93 8-·22-83 117 " . 166 19.8 105.6 V 94 8-22-83 118 " 166 20.0 105.0 V 93 8-22-83 119 II' 167 20.1 101.8 V 90 8-22-83 120 " 167 19.1 102.8 V 91 8-22-83 121' " 163. 15.0 115.0 III 93 '8-22-83 *122 " 139 10.0 111.1 IX 90 8-23-83 *123 " 139 11.1 111.5 IX 90 8-23-83 *124 II 139 12.2 117.0 IX 94 8-23-83- 125 " 165 13.1 115.3 III 92 8-23~83 126 " 166 14.3 115.0 III 92 8-23-83. 127 " 163 13.4 116.0 III 93 8-23-83 128 " 165 12.0 112.2 III 90 8-23-83 129 II 166 14.6 111.0 X 9'0 8-23-83 *130 " 134 10.5 110.0 IX 89 8-23-83 131 " 169 10.0 114.4 III 92 8-24-83 132 " 166 10.5 114.0 III 91 8-24-83 13S II 164 12.0 115.8' III 93 8-24-83 134 " 164 12.2 115.6 III 92 8-24-83 135 " 163 8·.0 112.5 III 90 8-24-83 ~36 If 167 10.2 113.8 III 91 8-24-83 *Native Soil ~. e • ELEVATION MOISTURE DRY UNIT SOIL RELATIVE TEST. TEST NO. LOCATION OF TESTS PERCENT : . 'WEIGHT . 'TYPE COMPACT.ION DATE (LBS. Icu. FT. )-, -' ---.- 137 SEE PLOT PLAN 166 10.0 113.5 III 91 8-24-8J *138 II 148 10.0 111.0 IX 90 8-25-83 139 " 170 12.0 113.9 III 91 .. 8-2.5-83 140 " 170 11.0 119.8 X 95 8 ... 25-83 141 " 170 13.0 117.8 X 93 8-25-83 142 " 168 11.1 115.2 III 92 8-25-83 143 " 171 9.2 115.8 III 92.6 8-25-83 144 " 171 8.6 115.6 III 92 . .5 8-25,-83 145 " 168 13.0 103.0 . V 91.0 8-25-83 *146 H 143 10.5 111.3 IX 90 8-25-83 147 " 148 9.0 114. O· VI 92 8-25-83 148 II 150 12.5 116.3 X 92 8-25-83 *149 II 138 11.2 111.5 IV 93 8-25-83 150 " 140 11.3 114.2 VI 92 8-26-83 151 " 142 10.5 .110.4' IV 92 8-26-8! 152 " 144 11.8 109.8 IV 92 8-26-83. 153 " 145 10.2 115.1 VI 93 8-26-83. 154 " 143 11.3 115.8 III 93 8-26-8~' 155 II 146 12.0 114.7 IX 93 8-29-82 156 Ii 147 10.5 115.7 III 93 8-29-8~ 157 " 146 11.0 115.3" III 92 8-29-82 158 II. 147 13.0 116.1 III 93 8-29-83 159 " 149 12.2 115.S III 92 8-29-8:!:- 160 II 148 11.0 115.9 III 93 8-29-8:' 161 " 150 10.2 112.1' IX 90 8-29-83. 162 " 150 9.0 113.2' IX 91 8-29-8J 163 '" 152 12.,2 118. O' III 93 '8-29-:-8J 164 " 154 10.0 115.6 III 92 8-30-8J 165 " 154 11.3 116.0 VI 94 8-30-83- 166 " 15.6 9. O· 114.2 III 91 8-30-83- 167 " 156 10.1 115.8 VI 93 8-30-83, 168 " 157 12.0 120.0 III 95 8-30-83 169 " 158 12.2 116.2 III 93 8-30-83: 170 " 171 11.2 115.6 VI 93 8-30-83- 171 " 154 11. 3 115.3 VI 93 8-31-83 172 u 174 10.0 114.1 III 91 8-31-83 *Native Soil .~ e e ELEVATION MOISTURE DRY UNIT SOIL RELATIVE TEST TEST NO. LOCATION OF TESTS 'PERCENT 'WEIGHT "TYPE COMPACTION DATE (LBS./CU.FT.)---- 173 SEE PLOT PLAN 156 10.5 115.0 VI 93 8-31-82 174 " 158 15.0 11lf.3 III 92 8-31-82' *175 " 160 10.0 112.2 IX 90 8-31-8~J 176 " 161 11.0 114.7 VI 93 8-31-82J 177 " 161 11.5 115.2 III 92 , 8-31-'82: 178 " 160 10.4 115.0 III 92 8-31-8:! 179 " 162 12.0 114.8 VI 93 9-01-82J 180 " 162 11.3 115 .• 2 III 92 9-01-82: 181 " 160 16.3 105.7 V 94 9-01-8~'. 182 " 165 16.5 106.0 V 94 9-01-8::: 183 " 170 10.5 113.9 VI 92 9-01-8~: 184 " 163 10.2 114.6 VI 92 9-01-8':', 185 " 163 16.0 103.8 V 92 9-01-8~' 186 " 140 9.3 109.1 III 87 9-02-8:: 186-A " 140 9.3 114.6 III 92 9-02-8:' 187 " 146· 10.0 11S.2 III 92 9-02-8:: 188 " 144 10.4 116.0 III 93 9-02-8~ 189 " 172 11.0 114.3 VI 92 9-02-8: . 190 " 164 11.2 115.2 VI 93 9-02-8: 191 " 166 11.4 11S.1 VI 93 9-02-8: 192 " 148 10.0 114.1 III 91 9-06-8: 193 " 149 11.0 115.2 III 92 '9-06-8: 194 " 167 9.5 111.6 I 90 . 9-06-8~ 19S " 168 10.2 112.4 III 90 9-06-8:, 196 " lS2 10.0 111.4 I 90 9-06-8: 197 " lS4 10.S 108.5 III 87 9-06-8~ 197-A " lS4 11.2 116.2 III 93 9-06-8: 198 " 156 11.0 11S.8 III 93 9-06-8: 199 " 169 ll.S 114.3 III 91 9-06-8: 200 " 169 11.2 11S.3 III 92 9-06-8~ * 201 " 161 10.0 111.0 IV. 90 9-07-8: 202 " 158 13.0 116.3 III 93 9-07-8':. 203 " 162 11.5 116.8 III 93 9-07-8: * 204 " 180 9.4 113.0 III 90 9-07-8! 20S " 170 11.0 11S.3 III 92 9-07-8:: 206 " 171 11.5 114.9' III 92 9~07 -8l! *Native Soil A-Retest ~ e • ELEVATION MOISTURE DRY mUT SO.IL RELATIVE TEST ~EST NO. LOCATION OF 'TESTS 'PERCENT ' "WEIGHT "TYPE COMPACTION DATE (LBS.7cu.FT.)~ ---- 207 SEE PLOT PLAN 165 11.0 115.8 III 93 9-07-8';- 208 " 166 12.0 114.8 I 92 9-07-8': 209 " 164 10.0 114.0 VI 92 9-07-81 210 " 168 15.0 114.8 I 92 9-07-8~ *2'12 " 200 8.0 110.8 III 89 9-08..,83 213 " 171 12.7 111.3 VI 90.0 9-08-83 21'4 " 171.5 12.1 113.1 II 90.5 9-08-83: 215 " 172 10.2 112.7 III 90.2 9-08--83 216 " 172.5 15.3 111. 3 VII' 91 9-.08-83 217 " 172 14.8 111.1 VII '91 9-08-83 218 " 172.5 10.1 113.R I 91.4 9-08-81 219 " 160 __ 11.3 114.8 III 92 9-08-83 220 " 172 11.5 114.2 I 92 9-08-83- 221 " 174 19,5 105. O' V 93 9-09-83' 222 " 177 18.0 106.2 V 94 9-09-8~ 223 " 177 11.2 115.6 III 92 ,9-09-83: 224 " 178 10.5 114.9' III 92 9-09-83., *225 " 160 10.0 109.1 VII 88 9-0'9-8:3 *226 " 172 8.6 107.0 VI 86.3 9-0'9-82, 227 " 168 8.8 114.8 I 92.2 9-09-83 228 " 174 10.9 114.9 X 91.2 9-09-83 229 " 175.5 17.2 105.3 V 93 9-09-83 230 " 175 11. 9 112.5 I 90.4 9-09-83 231 " 163 9.5 113.5 III 91 9-12-83 232 " 165 10.5 114.0 IIJ;: 91 9-12-83 233 " 168 8.9 113.0 III 90 9-12-83 234 " 169 13.0 116.1 III 93 9-12-83 235 " 171 14.0 118.1 III 94 9-12-83 236 " 173 13.6 117.2 III 94 '9·-12-83 237 " 172 8.9 112.4 III 90 9-12-83 238 " 174 14.0 118.0 IIr 94 9-12-83 239 " 179 7.0 112.7 III 90 9-13-83 240 " 182 7.3 112.9 III 90 9-13-83 *241 " 175 11.8 110.3 IX 94 9-13-83 *242 " 180 10.0 117.0 III 94 9-1J-83 243 " 173 12.0 115.8 III 9;3 9-13-83 *Native Soil ~ e • ELEVATION MOISTURE DRY UNIT SOIL RELATIVE TES'I: TEST 'NO. LOCATION 'OF 'TESTS 'PERCENT 'WEIGHT ' 'TYPE COMPACTION DATE: (LBS.lcu.FT.)~ .. 244 SEE PLOT PLAN 184 13.0 116.2 III 93 9-13-8': 245 " 18? 10.5 114.5 III 92 9-13-8~' 246 " 175 7.0 112.1 III 90 9-13-8~', 247 " 187 10.0 112.9 III. 90 9-13-8: 248 " 171 11.0 115.1 I 92 9~13-8: 249 " 174 10.5 115.8 I 93 9-14~-8~ 250 " 185 11.0 116.8 III 93 9-14-8~, I 251 " 175 14.0 118.0 I 94 9-14-8~! 252 " 181 8.0 111.4 XII 91 9-14-8;: 253 " 185 8.5 111.8 XII 92 9-14-8~: I 254 " 175 14.0 118.2 III 95 9-14-8~' 255 " ,176 13.0 117.5 III 94 9-14--8~ 256 " 173 14.2 ·116.3 I 93 9-14 ... 8~ 257 " 174 12.0 114.6 I 92 9-14-8~ 258 " 173 12.0 116.2 VI 94 9-15-8;- 259 " 176 12.5 116.0 VI 94 9-15-8'; 260 " 176 12.2 109.1 IV 91 9-15--8: 261 " 172 10.0 114.3 VI 92 ' 9-15-8'= . ,- 262 " 173 11.2 115.0 VI 93 9-15-82 263 " 17? 11.1 115.3 VI 9'3 9-15-8~ 264 " 173 11.5 116.0 VI 94 9-15-8: 265 " 178 11.0 116.6' lrI 93.3 9-16-8~ 266 " 188 10.0 113.2 In:: 90.5 9-16-81 267 " 194 10.0 112.8 III 90.3 9-16-8:: 268 " 216 15.3 114.2 XIV 98 9-17-83: 269 " 228 9.0 112.3 I 90 9-17-83 270 " 236 11.0 113 .• 0 I 91 9-17-81 271 " 220 16.0 112.8 XIV 96 9-17-83 272 " 228 11.4 114.6 I 92 9-19-83 273 " 234 12.0 115.1 I 92 9-19-8'J 274 " 185 11.0 115.4 III 92 '9-19-83 275 tI 187 12.1 116.0 III 93 9-19-83 276 " 195 11.3 115.9 III 93 9-19-83· 277 " 193 12.3 116.0 III 93 9-19-83 278 " 191 12.0 115.2 III 92 9-19-83:, 279 " 192 14.0 118.6 VI 96 9-20-85 ~ • e ELEVATION 1'10 ISTURE DRY UNIT SOIL RELATIVE TEST TEST NO. LOCATION OF 'TESTS PERCENT ' WE IGHT TYPE COMPACTION DATE (LBS.icu.FT.)----- 280 SEE PLOT PLAN 186 13.1 118.1 III 94 9-20..,8~ 2B1 " 203 10.0 116.8 III 93 9-20-8:: 282 " 192 11.2 116.5 III 93 9-20-8~ 283 " 190 11.0 116.1 III 93 9-20-8:: 284 " 192 12.1 117.0 III 94 9-20-8~ 285 " 193 10.5 116.3 III 93 9-20-8! 2-8.6 " 199 11.0 117.Q III 94 9-20-8! 287 " 204 11.0 115.6 III 92 9-21-8;' 288 " 195 12.0 116.1 III 93 9-21-8:: 2-89 " 188 11.5 116.3 III 93 9-21-82 290 " 200 ' 11.1 114.6 III 92 9-21 ... 8;' 291 " 200 10.8 116.8 III 93 9-21-8~ 292 " 198 12.5 114.5' II! 92 9-21-8: 293 " 196 12.5 115.2 III 92 9-21-8! 294 " 185 9.2 113.~ I 91 9-22--8~ 295 " 185 12.2 115.6 III 9'2 9-22-8: 296 " 202 11. 6 114.5 III 91 9-22-82 297 " 200 8.6 112.8 I 90 9-22-8: 298 " 187 11.6' 115.5 III 92 9-22-8: .299 " 204 10.1 114.5' I 92 9-22-8~ 300 " 185 18.2' 106.4 ,v 94 9-23-8: 301 " 187 17.1 105.3 V 93 9-23-8: 302 " 197 12.0 105.1 III 92 9-23-8: 303 " 203 11. 8 116.5 III 93 9-23-8~ 304 " 208 13.0 116.9 III 94 9-23-8~ 305 " 177 11.0 116.0 III 93 9-23-8:: 306 " 170 10.0 11S.0 III 92 9-23-8: 307 " 186 12.0 120.8 VI 97 9 .. 26-8: 308 " 189 11.3 119.2 VI 96 9-26-8~ 309. " 200 12.1 118.3 III 95 9-26-,8': 310 " 199 13.0 117.6' III 94 9-26-8::: 311 " 187 19.0 115.8 I, V 96 9-26-8':' 312 " 192 17.5 109.1 V 97 9-26-8~ 313 " 194 18.0 114.8 I, V 95 9-26-83' 314' " 188 16.2 101.8 XIII 94 9-26-BJ. 315 " 194 16.8 101.1 XIII 94 9-26-8,1 '~ e e ELEVATION MOIST1JRE DRY UNIT SOIL RELATIVE TEST ,TEST NO. LOCATION OF TESTS 'PERCENT WEIGHT ' 'TYPE' 'COMPACTION DA'l'E (LBS. leu. FT. )--- 316 SEE PLOT PLAN 189 15.2 100.1 XIII 93 9-27-8~ 317 " 194 17.1 101.5 XIII 94 9-27-8~ 318 " 195 16.0 101.8 XIII 94 9-27-8~ 319 " 197 19.0 103.0 XIII 95 9-27-8S 320 " 196 18.6 102.5 XIII 95 9-27-8; 321 " 199 17.3 101.9 XIII 9,4 9-27-8:: 322 " 197 16.5 101.7 XIII 94 9-27.,.8Z 323 " 201 19.2 102.0 XIII 94 9-27-8::' 324 " 270 15.0 112.6 XV 96 9-28-83 325 " . 272 14.3 113.0 XV 9? 9-28-83', 326 " 201 21 104.6 XIII 97 9-28-831 , 327 " 203 11.5 120.1 III 96 9-28-851 328 " 205 12.0 118.0 III 94 9-28-83 1 329 " 207 10 .• 0 112.9 III 90 9-28-81 330 " 208 11.3 113.8 III 91 9-28-83' . I 331 " 271 16.0 113.2 XV 97 9-28-8'~' 332 1.1 271 15.8 113.6 XV 97 9-28-83. 333 " 210 11.5 113.0 ILl 90 9-29-82- 334 11 212 11.5 116.0 tIl 93 9-29-8J 335 " 213 11.5 118.0 III 94 9-29-83 336 " 274 15.0 114.8 XV 98 9-29-83 337 " 275 16.1 115.6 XV 99 9-29-83 338 " 276 14.7 115.0 XV 99 9-29-83- 339 " 215 10.0 113.4 III 91 9-29-83 340 " 216 11.8 114.2 III 91 9-.29-83" 341 " 217 12.0 115.6 III 92 9-29-83 342 " 220 10.0 112.3 I 90 10-03-83 343 jl 219 11.4 114.2 III 91 10-03-83 344 " 221 12.0 115.6 III 92 10-03-83 345 " 222 12.2 116.1 III 93 10-03-83 346 " 222 11.0 115.8 III 93 10-03-83 347 " 277 15.0 113~1 XV 97 10-·03-83 348 " 222 11.2 116.0 III 93 10-03-83 349 " 279 15.6 111.2 XV 95 10-04-83 350 " 280 14.0 109.0 XV 93 10-04-83 351 " 282 16.3 111.5 XV 95 10-04-83 ~ e • ELEVATION MOISTURE DRY UNIT SOIL RELATIVE TEST TEST NO. 'LOCATION OF TE.STS 'PERCENT 'WEIGHT 'TYPE COMPACTION DATE '(LBS~ lcu .FT.)-'--- 352 SEE PLOT PLAN 219 10.3 . 114.1 III 91.1 10-04-8~ 353 " 219 12.3 118.3 It I 94.7 10-0·4-8~ 354 " 220 10.3 120.2 III 96.1 10 ... 04-8~ 355 " 221 11.1 117.1 III 93.7 10-04-8~ 356 '" 221 9.8 113.2 III 90.3 10-04-8~ 357 " 222 1.11 114.9 III 91.9' 10-04-8~ 358 " 222 11.1 115.3 II.I 92.2 10-04-S:~ 359 " 278 14.0 112.0 XV 96 10-05-8~ 360 " 284 13.8 111.5 XII 95 10-05-8:: 361 " 285 14.2 112.1 XV 96 10-05-8~ 362 " 223 11.1 120.8 III 96.6 10-05-8~ 363 " 224 11.1 116.9 III 93.5 10-05-8: 364 " 224 11.1 117.6 II.I 94.1 10-05-87 365 " 225 10.1 114.5 III 91.6 10-05-8: 366 " 226 11.1 116.8 III 93.5 10-05-8: 367 " 227 11~9 119.6 III 95.6 10-05-8~ 368 " 227 11.1 117.9 III 94.3 10-05-8~ 369 " 288 9.2 121.1 vt 98 10-06-8~ 370 " 297 8.0 113.0 VI 91 10-06 ... 8: 371 " 285 10.0 120.6 VI 97 10-06-8:, 372 " 230 11.1 114.0 III 91.2 10-06-8: 373 " 230 10.3 114.5 III 91.7 10-06-8~ 374 " 179 10.3 101.4 XIII 93.4 10-06-8~ 375 " 183 8.7 116.4 III 93.1 10-06-8~ 376 " 185 11.1 114.9 III 91.9 10-06-8:: 377 " 186 11.1 115.8 III 92.6 10-06-8; 378 " 232 13.6 112.4 VI 90.6 10-10-8~. 379 II 233 13.6 118.6 VI 95.6 10-10-8:: 380 II 206 12.6 119.0 VI 96.0 10-10-82 381 ." 207 11.1 116.7 VI 94.1 10-10-83 .. 382 " 207 11.1 115.8 VI 93 10-10-8:1 383 " 190 9.0 110.0 XVII 92 10-10-8"3 384 " 195 8.0 108.6 XVII 91 10-10-83' 385 " 200 7.1 107.9 XVII 90 10-l0-8} 386 " 212 10.0 114.1 XVII 95 10-11-83 387 " 209 11.1 115.4 XVII 92 10-11-83 ~ e e ELEVATION MOISTURE DRY UNIT SOIL RELATIVE TEST TEST NO. 'LOCATION, .. OF TESTS 'PERCENT ' , "WEIGHT "TYPE COMPACTION DATE (LBS. leu .FT .-)--~ ~ 388 SEE PLOT ,PLAN 232 11.1 117.9 VI 95.1 10-11-8: 389 " 235 12.4 119.7 VI 96.5 10-11-8: 390 " 183 8.7 103.4 XIII 95~7 10-11-8: 391 " 235 11.1 114,.6 VI 92.4 10-11-8: 392 " 235 16.3 117.5 VI 94.8 10.,.11-8~ 393 " 230 11.1 117.6 VI 94.9 10-11-8: 394 II 212 11.1 112.9 xv 94.0 10-11-8.?, 395 " 237 13.6 114.2 VI 92.1 10-11-82 396 II 214 7.5 108.4 XV 90.3 10-12-8:- 397 " 208 11.1 113.0 VI 91.2 10-12-82- 398 " 216 6.4 114.5 XV 95.4 10-12-8: 399 II 202 16.3 100.8 XIV '86.0 10-12-8:', 400-A " 202 11.1 113.0 XIV 96!6 10-12-8::' 401 II' 200 11.1 120.3 VI 97.0 10-12-8~ 402 " 237 11.1 115.4 VI 93.1 10-12-8~ 403 " 212 11. 3 115.4 VI 93 10-13-8~ 404 " 215 12.0 114.9 VI 93 10-13-8: 405 " 202 11.0 115.0 VI 93 10-13-8: 406 II 210 13.6 119.0 VI 96. 0 ~ 10-13-8: ' 407 II 238 11.1 114.4 VI 92.3 10,-13-8: 408 " 237 11.1 116.7 VI 94.1 10-13-8: 409 " 205 13.6 114.1 VI 92.0 10-13-8~ 410 " 240 11.4 115.1 III 92 10-14-8: 411 II 233 11.1 119.4 III 95.5 10-14-8~ 412 " 23=8 11.1 120.4 III 96.3 IO-14-8~ 413 " 217 13.6 113.3 XV 94.4 10-14-8~ 414 " 240 13.6 113.3 III 93.0 10-14-82 415 " 210 13.6 120.9 VI 97.5 ~ 10-14-83 416 II 241 11.1 122.2 III 97.8 10-14-83' 417 II 241 13.6 109.2 XIV 93.3 10-14-83 418 " 212 13.6 120.6 VI 96.4 10-14-83 419 " 217 11.1 114.4 XV 92..3 10-14-83 420 II 276 11.0 111.1 XVII 93 10-17-83 421 II 202 11.1 115.8 VI 93.4 10-17-83 422 II 204 11.1 111.6 VI 90.0 10-17-83 423 " 242 6.4 104.4 XIII 96.7 10-17-83 A-Ret~s't ~ e e ELEVATION MOISTURE DRY UNIT SOIL RELATIVE TES'I" TEST NO. LOCATION OF 'TESTS ' 'PERCENT 'WEIGHT 'TYPE COMPACTION DATE" (LBS.7cu.FT.)~ 424 SEE PLOT PLAl~ 243 7.5 104.4 VI 93.4 10-17-8: 425 II 252 8.6 116.5 VI 94.0 10-17-8l 426 " 254 11.1 118.9 VI 95.9 10-17-8: 427 II 234 9.9 101.1 XIII 93.5 10-17-8~ 428 " 244 11.1 106.4 XIII 91. 7 10-17-8~ 429 II 256 11.1 118.5 ' VI 95.6 10,-17 -8~ 430 " 278 -9.0 110.0 XVII 92 10-18-a! 431 II 281 8.8 112.0 XVII 93 10-18-8: 432 II 285 9.6 112.4 XVII 94 10-18-8~, 433 " 288 12.1 112.3 XVII 94 10'-18-8~~ 434 " 290 11.0 112.6 XVII 94 10-18-8~ 435 " 294 12.5 111.6 XVII 93 10-18-8:! 436 " 214 11.1 114.9 VI 92.6 10-18-8~, 437 II 215 8.6 116.1 VI 93.6 10-18-81 438 " 244 11.1 102.2 XII! 94.h 10-18-8::: 439 " 219 11.1 116.5 VI 93.9-10-18-8';" 440 " 244 9.9 107.3 III,XIII92.5 10-18-82, 441 II 218 11.1 117.4 VI 94.7 10-18-8: 442 II 220 13.6 119.9 VI 96.7 10,..18-8~ 443 II 296 6.0 110.0 XVII 92 10-19-87 444 II 298 11.0 109.1 III 87 10-19-8:::- 44/j-A " 298 11.5 112.1 III 90 10-19-83: 445 " 29(} 12.0 114.6 I1I 92 10-19-83 446 II 220 13.6 117.3 VI 94.6 10-19-83 447 " 222 8.7 113.2 VI 91.3 10-19-83 448 II 224 11.1 119.0 VI 95.9 10-19-83: 449 II 244 11.1 108.6 III,XIIT93.6 10 .... 19-83 450 II 221 13.6 114-.6 VI 92.4 10 .. 19-83 451 II 298 13..6 116.6 III 93.2 10-20-83 452 II, 205 11.1 112.3 VI,XIV 93.6 10-20-83 453 " 202 11.1 110.2 XIV 94.1 10-20-83 454 II 215 9.9 115.8 VI 93.4 10-20-8~ 455 II 250 11.1 116.6 III 93.2 10-2'0-83 456 II 218 13.6 116.0 VI 9.3.6 10-20-83 457 " 288 13.6 114.6, ITI 91.7 10-20-83 458 II 210 11.1 111.8 VI,XIV 93.2 10-20-83 A-Retest ~ e • ELEVATION MOISTURE DRY UNIT SOIL RELATIVE TEST' TEST NO. LOCATION OF 'TESTS 'PERCENT ' 'HEIGHT ' 'TYPE COl1PACTION DATE (LBS . leu. FT . ) -----~ 459 SEE PLOT PLAN 208 6.4 108.9 VI 87.8 10-20-8'; 459 ... A " 208 9.8 115.0 VI 93 10-20-8~ 460 " 187 11.1 117.S' I 94.8 10-21-8': 461 " 189 11.1 115.9 I,VI 93.5 10-21-83: 462 " 191 9.9 112.6 I 90.8 10-21-831 463 " 212 11.1 117.1 VI 9,4.4 10 .. 21-831 464 " 183 8.6 11}~8 I ,XIV 93.2 10.21-831 465 " 185 7.5 117.7 I.VI 94.9 10-21-Bl 466 " 218 11.1 115.1 VI 92.8 10-21-83-, 467 " 192 11.1 108.4 VI.IV 90.3 10-21.-83 468 " 193 13.6 111.7 VI 90.1 10-24-83, ,469 " 234 8.6 115.0 VI 92.7 10-24-83 470 " 195 11.1 104.9 VIII 97.1 10-24-83, 471 " 196 11.1 115.6 VI 93.2 10-24-83 472 " 235 11.1 114.8 VI 92.6 10-24-83 473 " 215 8.6 114.5 VI 92.3 10-25-83 1 . , 474 " 221 11.1 114.4 VI,XIV 95.3 10 ... 25-83 475 " 224 11.1 111.8 VI,XIV 93.2 10-25-83 476 " 223 9.9 116.1 VI 93.6 10-25-83 477 " 226 11.1 109.7 VI,XIV 91.4 10-25-83 478 " 197 8.6 106.4 III,XIII91.7 10-26-83 479 " 199 13.6 112.1 III,XIII96.7 10-26-'83 480 u 241 11.1 111.8 VI,XIV 93.2 10-26-83 481 " 201 13.6 103.3 XIII 95.7 10-26-83 482 " 179 11.1 113.5 III 91.5 10-26-83 483 " 202 13.6 100.8 XIII 93.3 10-26-83 484 " 203 11.1 101.6 XIII 94.1 10-26 ... 83 485 " 204 13.6 110.4 III,XIII95.2 10-27-83 486 " 188 14.9 121~3 III 97.0 10-27-83 487 " 184 13.6 119.5 VI 96.4 10-27-83 488 " 228 11.1 116.4 VI 93.8 10-27-83 489 " 205 13.6 ' 117.5 It I ,XIII94. 0 10-27-83 490 " 229 11.1 107.9 IIJ;,XIII93.0 10-27-83 491 " 230 9.9 108.8 III,XIII93.8 10-27':'83 492 " 206 11.1 105.9 VI.XIII 91.3 10-27-83 493 " 230 11.1 110.4 III,XIII95.2 ~3 A-Retest " • • ELEVATION MOISTURE DRY UNIT SOIL RELATIVE TES~ TEST NO. LOCATION OF 'TESTS PERCENT WEIGHT 'TYPE COMPACTION DATE (LBS./CU.FT.)---- 494 SEE PLOT PLAN 244 11.1 115.5 VI,XIV 95.5 10-28-8: 495 " 208 11.1 113.1 I 91.2 10-28-8~ 496 " 209 13.6 108.6 III,XIII93.6 10-28-8~ 497 " 245 9.9 116.3 I 93.8 10.28--8: 498 " 210 13.6 114.0 III 91.2 10-28-8Z 499 " 245 11.1 117.0 It I 93.2 10-"28-8:: 500 " 211 11.1 117.3 I 94.6 10-28-8~ 501 " 158 13.6 121.0 . VI,XIV 95.4 10-31-81 502 " 160 11.1 105.9 XIV 90.5 10-31-8! 503 " 206 8.6 111.9 VI,XIV 92.5 10-31-8~ 504 " 243 8~6 116.6 VI 94.1 10-31-8~ 505 " 161 8.6 1'02.9 XlII 95.3 10-31-8~ 506 " 200 11.1 114.7 VI 92.5 10-31-8::- 5.07 Ii 161 11.1 117.3 VI 94.6 10-~1-8':' 508 " 245 11.1 108.0 IrI,XIII93.1 10-31-8: 509 " 2.31 11.1 119.0 VI 96.0 11-01-8': 510 " 232 8.6 114.3 VI 92.2 11-01-8: 511 " 245 13.6 100.6 XIII 93.2 11-01-.8~ 512 " 24~ ll •. 1 112.2 vt 90.4 11.01-8; 513 It 247 8.6 104.9 VI 84.6 11-01-8: 514-A " 247 8.6 115.7 VI 93.3 11-01-8~- 5J.5 " 246 11.1 98.9 XIII 91.6 11-01-82 516 " 245 11.1 115.4 VI 93.1 11-01-8:: 517 " 263 11.1 116.9 VI 94.2 11-02-8: 518 " 270 11.1 115.4 VI 93.1 11-02-8~ 519 " 265 8.4 106.5 III,XIII91.8 11-02-83 520 " 262 8.6 114.5 VI 92.3 11-02-83 521 " 272 11.1 119.3 III,XIII92.6 11-02-83 522 " 275 11.1 115 .• 3 III,XIII92.2 11-02-83 523 " 246 11.1 114.8 VI 92.3 11-02-83 524 " 266 11.1 113.3 VI 91.4 11-02-83' 525 It 249 8.6 115.9 VI 93.5 11-02-83 526 " 251 11.1 114.8 VI 92~6 11-02-83 527 " 213 18.0 105.8 XIV 90 11-03-83 528 " 212 10.3 117.4 III 94 11-03-83 529 II' 278 10.0 115.2 III 92 11-03-8.3 A.-Retes,t ~. "_.-.---" e • ELEVATION MOISTURE DRY UNIT SOIL RELATIVE TEST TEST NO. LOCATION OF TESTS PERCENT ' 'WEIGHT 'TYPE COMPACTION DATE (LBS./CU.FT.) -' - 530 SEE PLOT PLAN 255 7.0 115.9 VI 93 11-03-82 531 " 211 14.6 112.9 VI 91.1 11-03-83 532 " 213 11.3 115.6 VI 92.5 11-03-82: 533 " 214 10.4 118.6 VI 95.6 11-03-8~i 534 " 265 11.1 108.1 III,Xllt93.2 11-03-82 535 " 254 11.1 113.7 VI 91.7 11-03-8:' 536 " 279 11.1 117.7 vJ; 94.9 11-03-8~i 537 " 272 13.6 102.8 XIII 95.2 11-03-82 538 " 216 8.7 113.8 VI 91.8 11-04-8~: 539 u 219 11.1 98.3 XIII 91.0 11-04-8~i 540 " 248 11.1 117.3 VI 94.6 11-04-8~ .541 " 24.5 8.7 114.2 ;r 9'2.1 11-04-8;: 542 " 210 13.6 114.5 VI 92.3 11-04-8:, 543 " 249 11/1 114'.3 III 91.4 11-04-8:=', 544 " 221 11.1 99.0 XIII 91.7 11-04-8; 545 " 246 13.6 116.3 VI 93.8 11-04~-8~, 546 " 246 11.1 109.5 XIV 93.6 11-07-8: 547 " 245 8.7 114.2 VI 92.1 11-07-8:'- 548 " 246 11.1 113.7 VI 91.7 11-07-8: 549 " 247 13.6 110.1 XIV 94.1 11-0.7-8: 550 ," 248 11.1 111.8 VI 90.2 11-07-8: 551 " 247 11.1 114.4 VI 92.3 11-07-8~ 552 " 242 9.7 117.4 VI 95 11-07-8:: 553 " 245 10.5 116.8 VI 94 11-07-8: 554 " 238 10.0 109.6 XIV,VI 91 11-07-8~ 555 " 247 14.4 109.3 XIV 93.4 11-08-8} 556 II 248 17.2 109.0 XIV 93.2 11-08-83' 557 " 248 21.3 108.6 XIV 92.4 11-08-83' 558 " 249 11.1 106.9 XIV 91.4 11-08-83 559 " 249 ,13.6 112.4 VI 90.7 11-08:-83 .560 " 249 16.3 107.2 XIV 91.6 11-08-83 561 " 250 13.6 110.9 XIV 94.8 11-08-83 562 " 174 11.1 118.0 VI 95.2 11-08-8J 563 " 175 8.7 117.6 VI 94.8 11-08-83. 564 " 250 12.9 109.7 XIV 93.7 11-09-8J 565 " 250 20.1 111. 8 XIV 95.6 11-09-83- ~] ,'/-• I ~ ELEVATION MOlsTURE DRY UNIT SOIL RELATIVE TEST TEST NO. LOCATION. ' ' 'OF TESTS 'PERCENT ' 'WEIGHT TYPE COMPACTION DATE (LBS. leu .FT. )-- 566 SEE PLOT PLAN 248 16.3 108.1 XIV 92.4 11-09-8~ 567 " 251 14.9 110.6 XIV 94.5 11-09-8~ 568 " 251 11.1 107.4 XIV 91. 8 11-09-8~ 569 " 249 13.6 110.1 XIV 94.1 11-09-8~ 570 " 251 14.9 109.3 XIV 93.4 11-,09-8:: 571 " 251 13.6 108.8 XIV 93.1 11~10-82 572 " 250 14.9 107.4 XIV 91. 8 11-10-8~ 573 " 252 11.1 197.8 XIV 92.2 11-10-83 574 " 250 16.3 110.2 XIV 94.2 11-10-83 57~ " 252 13.6 107.2 XIV 91. 6 11-10-83 576 " 25;3 13.6 119.4 VI 96.3 11-10-83' 577 " 175 8.7 115.8 VI 93.4 11-10-83 578 " 176 8.7 117.2 VI 94.5 11-10-83 579 " 252 19.0 111.9 XIV 95.7 11-14-83 580 " 25.3 13.6 109.2 XIV 93.4 11-14-82' " 581 " 252 13.,6 108.9 XIV 93.1 11-14-83 582 " 251 11.1 108.2 XIV 92.5 11-14-8~' 583 " 253 13.6 112.4 VI,XIV 93.7 11-14-83, 584 " 254 16.3 ,106.2 VI 90.8 11-14-83 585 " 178 13.6 116.1 VI 93.6 11...,14-83 586 " 254 13.6 114.9 VI 92.6 11-15-83 587 " 253 11.1 114.5 VI 92.3 11-15-83: 588 " 252 13.6 108.9 XIV 93.1 11-15-83 589 " 252 13.6 110.9 XIV 94.8 11-15-83 590 " 254 16.3 105.7 XIV 90.3 1~-15-83 591 " 255 13.6 110.5 XIV 94.4 11-15-83 592 " 218 13.6 115.0 VI 92.,7 11-15-83 5'93 " 255 11.1 115.4 VI. 93.1 11-15-83' 594 " 255 15.0 112.1 XIV 96 11-16-83 595 " 255 11.8 108.9 XIV 93 11-16-83 596 " 256 14.0 111.8 XIV 96 11-16-83 597 " 158 11. 9 113.1 VI 91 11-16-83 598 " 152 12.0 . 113.0 VI 91 ' 11.,.16-83 599 " 162 12.1 112.9 VI 91 11-16..,83 600 " 163 17.4 111.4 VI,III 92 11-17-83 601 " 161 15.0 113.1 VI,XIV 94 11-17-83 ~, ./' ..... -el / ELEVATION MOISTURE DRY UNIT SOIL RELATIVE TEST TEST NO. ' 'LOCATION . 'OF 'TESTS PERCENT . "WEIGHT 'TYPE (LBS. /CU.FT.)- 'COMPACTION DATE 602 SEE PLOT PLAN 158 14.5 112.6 VI 91 11-17-8~ 603 " 222.5 11-17-8~ 604 " 256 13.6 107.3 XIV 91. 7 11~17-8: 605 " 256 11.1 110.7 XIV 94.6 11-17-8: 606 " 257 13.6 106.2 XIV 90.8 11-17-8~ 607 " 171 20.1 110.0 XIV 95 11.,.18-85 608 " 173 18.0 108.2 XIV 92 11-18-8~ ,609 " 257 18.2 107.8 XIV 92 11-18-8; 610 " 257 10·9 109.0 XIV, 93 11-18=83 611 " 140 13.4 112.8 VI 91 11.".18-.83 612 " 243 15.0 113.4 VI 92 11-18-83- 613 " 245 14.0 114.9 VI ' 93 11-18-83 614 " 248 14.2 115.1 . VI 93 11-18-83- 615 " 250 11.1 113 .. 0 VI 91.1 11-18-83, 616 " 251 13.6 115.8 III 92.6 11-18-83 617 " 253 11.1 117.3 III 93.8 11-18-83 618 " 211 14.9 116.1 VI 93.6 11-19-83 619 " 204 16.3 113.8 VI 91.8 11-19-83 620 " 198 11.1 114.3 VI 92.2 11-19-83 621 " 193 8.7 118.3 VI 95.4 11-19-83 622 " 188 11.1 119.4 VI 96.3 11-19-83:, 623 " 185 13.6 115.9 VI 93.5 11-19-83 ,624 " 183 11.1 114.0 III 91.2 11-19-83: 625 " 182 11.1 116.3 VI 93.8 11-19 ... 83- 626 " 180 9.9 118.2 VI. III 95.3 '11-19-83 627 " 179 14.9 117.8 VI 95.0 11-19-83 628 " 258 13.6 108.5 XIV 92.7 1~-2$ ... 83 629 " 170 17.6 108.8 XIV 93.0 11-28-83 630 " 166 13.6 110.4 XIV.VI 92.0 11-28-83 631 " 239 16.3 110.9 XIV 94.8 11-28-83 632 ." 235 13.6 112.3 XIV,VI 93.6 11-28-83 633 JI 172 16.3 114.5 III,VI 92.3 11-28-83 634 " 172 14.9 118.5 VI 95.5 11-28-83 635 " 224 12.4 117.8 VI 95.0 11-29-83 636 " 222 11.1 108.0 VI 87.8 11 ... 29-83 637 " 226 11.1 116.1 VI 93.6 11-29-83 ~ ~--- -, -e l ELEVATION MOISTURE DRY UNIT .sOIL RElATIVE TEST' TEST NO. ' 'LOCA.TION OF TESTS PERCENT HEIGHT TYPE COMPACTION DATE (LB S • -I CU • FT • ) 638 SEE PLOT PLAN 258 13.6 114.9 VI,XIV 92.7 11-29-8: 639-A " 222 11.1 115.8 VI 93.4 11-29-8~ 640 " 259 20.5 111.4 XIV 95.2-il-29-B~ 641 " 169 12.7 10B.O XVI 92 11-29-8; 642 " 163 18.1 111.9 VI,XIV 93 11-29-8:: 643 " .159 12.0, 108.3 XVI 92 11-29-8: 644 " 185 13.6 108.2 XIV 93 11-3e-8~ 645 " 18,6 12.0 107.3 XIV 92 11-30-B3: 646 " 184 12.5 107.B XVI 91 11-30-8:3_ 647 " 187 8.7 111.9 VI 90.3 11-30-8l 648 " 191 11.1 113.8 VI 91. 8 11-30-81 649 " ITO 11.1 116.1 VI 9~.6 il-30-8~ 650 " 193 11.1 108.2 XIV 9'2.5 11-30-83' 651 " 257 13.6 107.3 XIV 91.7 11-30-8! 652 " 253 16.0 111.2 XIV 95 12 ... 02~8~ 653 " 260 15.0 110.0 XIV 94 12-02-8~- 654 " 25'~ 16.5 109.8 XIV 94 12 -0 2-8':'- 655 " 204 16.2 113.0 VI 91 12-02-B~ 656 " 251 14.2 109.6 XIV 93.7 12-02-82: . 657 " 257 15.8 110.8 XIV 94~7 12-02-83 658 " 257 16.0 113.3 XIV 96.8. 12 -0'2-83. 659 " 258 14.B 107.1 XVI 91 12-05-83 660 -" 259 19.0 106.8 XVI 91 12-05-83 661 " 260 16.0 110.1 XIV 94 12-06-83 662 " 259 15.0 109.4 XIV 94 12-06-83 663 " 261 16.0 110.5 XIV 94 12-06-83· 664 " 260 19.4 111.9 XIV 95.6 12-05-83· 665 " 260 16.3 108.5 XIV 92.7 12-05-83 666 " 244 8.4 117.4 VI 94.7 12-05-83· 667 " 236 8.4 116.0 VI 93.5 12-05-83 668 II 228 9.9 116.2 VI 93.8 12-05-83 669 " 221 11.0 114.8 VI 92.6 12-05-83 670 " 261 14.3 113.0 VI,XIV 94.2 12-0.6-83 671 " 262 14.3 113.6 VI 91.6 12-06-83 672 " 264 10.5 112.4 VI 90.6 12-06-83 673 ,II 262 11.5 112.1 VI,XtV 93.4 12-06-83 A-Retest #636 ~ ,- tt _I ELF?lATION MOISTURE DRY UNIT SOIL RELATIVE TEST- TEST NO. LOCATION 'OF 'TESTS 'PERCENT ' . 'WEIGHT . 'TYPE 'COMPACTION' 'DATE (LBS. JCU.FT .. )-- 674 SEE PLOT PLA1~ 241 12.5 114.6 VI 92.4 12-·07-8: 675 " 264 13.5 107.8 XIV 92.2 12-07~8. , 676 " 258 13.2 110.6 XIV 94.5 12-07-8·. 677 " 262 12.8 110.0 XIV ,VI 91.6 12-07-8·: 678 " 217 12.9 115.4 III 95.9 12-07-S~ 679 " 211 12.9 115.4 III 92.3 12 -0'7 -8;:: 680 " 229 13.4 108.6 XVI 92 12-07-8:' 681 " 233 12.2 106.8 XVI 91 12-07-8: 682 " 235 10.0 108.0 XVI 92 12-07 -8·:: 683 " 204 15.7 114.0 IX 92 12-08-8~: 684 " 211 12.8 112.0 IX 90 :1.2-08,...8':' 685 " 218 8.0 108.9 XVI 92 12-08-8:' 686 " 220 9.0 109.0 XVI 92 12-08-8: 687 " 267 12.9 116.8 VI 94.2 12-08-8:' 688 " 269 13.3 111.5 VI,XIV 92.9 12-0·8-8: 689 " 253 9.8 112.1 VI 90.4 12-08-8: 690 . " 241 10.7 107.3 XVI 90.9 12-09-8:, 691 " 265 11.3 109.3 XIV 93.4 12-09-8 :" 692 " 266 11.5 108.1 XIV 92.4 12-09-8:, 693 " 270 9.9 118.7 VI 95.7 12-12-8~ 694 " 258 12.7 115.4 I,VI 92.3 12-12-8: 695 " 270 13.3 111.9 VI 94.8 12-12-8: 696 " 267 10.3 107.6 XIV,XVI 91.2 12-12-8: 697 " 272 14.3 116.7 VI 94.1 12-12-8.1 698 " 267 10.6 110.9 XVI 93.9 12-13-82 699 " 267 8.5 110.9 XVI 91.9 12-13-8~ 700 " 268 10.6 106.1 XIV 90.7 12-13-83 701 " 268 15.5 116.6 VI 9'4.1 12-13-8~ 702 " 267 13.5 111.0 XVI 94.1 12-13-8:{ 703 fI. 269 '14.2 115.6 VI 93.2 12-13-83 704 If 269 11.6 107.0 XVI 90.7 12-13-83 705 II 259 9.0 110.1 XVI 93 12-14-83 706 " 253 9.8 109.2 XVI 92.5 12-14-8' 707 " 247 10.3 106.8 XVI 90.5 12-14-83' 708 " 273 13.4 110.2 XVI 97.2 12-14-81 709 " 264 9.8 110.1 XIV 94 .• 1 12-14-83 710 " 263 10.7 108.9 XIV 92.3 ~-8l -e e ELEVATION MOISTURE DRY UNIT SOIL RELATIVE TEST TEST NO. 'LOCATION ' 'OF 'TESTS 'PERCENT ' 'WEIGHT 'TYPE COHPACTION DATE, (LBS'./CU.FT. )- 711 SEE PLOT PLAN 261 11.5 106.8 XIV 9'1 12-15-8:: 712 " 264 10.0 105.9 XIV 9'1 12-15-8~ 713 " 263 9.0 104.9 XIV 90 12-15-8: 714 " 266 10.6 105.7 XIV 90 12-15-8: 71S. " 268 11.0 106.0 XIV 90 12-15-8: 716 " 270 12.4 115.1 III 92.1 12-15-8,~ 717 " 272 12.9 107.8 XIV,XVI 92.2 12-15-8~ 718 " 274 11.7 110.7 XIV,XVI 94.6 12-15-8:: 719 " 276 12.6 109.5 XIV,XVI 93.6 12-15-8':- 720 " 269 11.0 108.0 XIV 92 12-16-8~ 721 " 276 9.5 108.2 XIV 92.5 12-16-83 722 " 278 11 •. 8 115.5 III 92.4 12-16-83 723 " 281 14.1 106.7 XIV 91.2 12-16-83:. 724 " 2-69 13.6 111.8 XIV 95.6 12-16-8} 725 " 283 14.4 109.7 XVI 92.7 12-16-83~ 726 " 209 12.9 115.3 III 92.3 ' 12-16-83 *727 " 160 11.0 99.0 VI 83 12-18-83. 728 " 208 15.6 113.7 III 91.0 12-19-8J' 729 " 209 16 •. 3 117.0 III 93.6 12-19-83 730 " 209 13.3 116.2 III 92.9 12-19-83 731 " 210 17.1 115.5 III 92.4 12-19-83 732 " 211 13.0 108.0 XIV 92 12-20-83 *733 " 154 11.0 107.4 XI 87 12-20-83 734 " 156 15.0 106.0 XIV 91 12-20-83. 735 " 158 13.0 105.8 XIV 90 12 ... 20-83 736 " 163 11.0 112.7 VI 91 12-20'-83 737 " 164 11.5 113.0 VI 91 12-20-83 738 " 210 11.0 103.2 XIV 91.9 12-20-83 739 " 211 13.9 107.5 XVI 92.1 12-20-83 740 " 211 13.4 108.6 XVI 93.8 12-20-83 741 " 207 11.7 110.7 VI 96.8 12.20-83 742 " 185 9.9 120.1 VI 96.6 12-20-83 743 " 209 10.9 119.7 VI 92.1 12-20-83 744 " 173 15.8 111.6 XIV 95 12-21-83 745 " 175 14.0 108.4 XIV 93 12-21-83 746 " 176 14.5 108-.0 XIV 92 12-21-83 *Nat'ive Soil .~ , -ELEVATION ' MOISTURE DR'UNIT SOIL RELA,TIVE TEST TEST. NO. LOCATION OF TESTS 'PERCENT WEIGHT ' TYPE COl'1PACTION DATE (LBS. leu. FT. )-. 747 SEE PLOT PUN 214 10.0 109.8 XI 88 12-21-8: 748 " 218 12.0 109.0 XVI 92 12-21-8: 749 " 166 13.5 97.2 XIV 83.1 12-21-8: 750 " 212 14.9 117.8 I 95.0 12-21-8:: 749-A " 166 14.4 110.2 Xlv 94.2 12-21-8:'. 751 " 168 13.0 114.8 I 92.6 12"'21-8:: 752 " 213 13.3 110.8 XVI 93.9 12-21-8~ 753 " 219 14.6 106.7 XVI 90 12-22-8:: 754 " 219 13.0 107.2 XVI 91 12-22-8:: 755 " 220 1~,. 2 106.9 XVI 91 12-22-8:' 756 " 220 10.5 113.5 I 91 12-22-8~' 757 " 215 13.6 114.6 VI 92.4 12-22-8:: 758 " 216 15.2 106.2 XIV 91.8 12-22-8':. 759 " 217 14.5 111.9 XVI 93.9 12 ... 22-8:' 760 " 152 10.0 117.0 III 94 12-23-8:: 761 " 221 10.5 114.0 I 92' 12~23-8:: 762 " 222 14.0 112.6 VIL 91 12-23-8: 763 " 222 15.0 112.4 VII 91 12-23-8: 76'4 " 169 11.6 114.8 VI 92.6 12-30-8:: 765 " 166 11.5 115.4 VI 93 .. 1 12-30-8:' 766 " 158 11.3 110.0 XVI 93.2 12-30-8: 767 " 160 13.8 110.8 VI ,XVI 91.6 12-30-8: 768 " 230 10.8 120.2 111,1 96.2 OI-03-8LI 769 " 238 14.1 111.7 XVI 94.7 01-03-8ll 770 " 234 10.9 115.5 III 92.4 01-03-8ll 771 " 154 125 114.9 VI 92.7 01-03-841 772 " 156 10.9 118.7 VI 95.7 01-03-8~! 773 " 162 16.0 112.0 XV 96 01-04-8~1 774 " 162 15.5 112.8 XV 9:6 01-04-841 775 " 178 16.2 111.0 XIV 95 01-04-8~1 776 " 180 11.4 115.0 VI ,93 01-04-8f 777 " 164 12.0 110.2 XV 94 01-04-8(' 778 " 164 14.0 111.0 XV 95 01-,O4-8~; 779 " 185 16.0 110.0 XIV 94 01-.04-81:1 780 " 186 14.0 108.2 XIV 93 01-04=8l:' 781 " 182 12.6 112.4 XVI 95.3 01-04-8l:' 782' " 138 14.9 119.3 III 92.3 [~l~r" A-Retest aEVATION MOISTURE n.UNIT SOIL RELATIVE TEST TEST NO. LOCATION OF TE.8TS . 'PERCENT WEIGHT' 'TYPE 'COMPACTION' DATE " . (LBS. Icu. FT. y-- 783 SEE. PLOT PLAN .239 13.6 118.3 III 94.6 01-04-8, 784 " 166 11.3 110.0 XV 94 01-05-8', 785 " 166 12.0 115.2 xv 94 . 01-05-8, 786 " 190 15.0 110.0 XV 94 01-05-8·. 787 " 168 15.0 113.0 XV 97 01-05-8. 788 " 168 12.0 110.8 XV 95 01-05-8· 789 " 169 12.6 111.2 XV 95 01-05-81 790 " 189 12.7 105.5 XIV 90 01-06-81 791 " 191 13.0 106.3 XIV 91 01-06-8l 792 " 196 12.9 112.8 VI 91 01-06-8[ 793 " 190 13.0 113.6 VI 92 01-06-8l 794 " 170 12.2 114.9 XV 93 01-06-8L 795 " 172 9.0 112.4 96 01-06-8~ XV 796 " 170 12.0 110.5 94 01-06-81 XV 797 " 198 11.5 113.0 VI 91 01-06-8l 798 " 196 13.2 114.0 VII 92 01-06-81 799 " 200 13.0 106.5 XVI 90 01-06-8~ 800 " 175 12.7 116.6 XV 95 01-06-8£ 801 " 178 14.0 112.0 XV 96 01-06-8L 802 if 178 12.0 116.1 XV 95 01-09-8t 803 " 177 13.0 116.6 XV 94 01-09-81 804 " 178 16.6 115.3 XV 94 01-09-8l 805 ." 242 11.7 119.2 III 95.3 01-09-8£ 806 " 244 16.0 116.6 III 93.2 01-09-8L 807 " 181 14.7 113.9 VI 92.6 01-09-8L 808 " 233 10.7 110.2 XVI 93.4 01-09-8t 809 " 178 15.1 113.3 XVI 96.0 01-09-8~· 810 " 174 13.6 111.1 XVI 94.9 01-09-8t 811 " 178 12.8 114.6 VI 95.5, 01-10-8l 812 ." 180 14.5 108.3 XVI 95.5 01-10-8~ 813 " 236 9.7 118.7 III,VI 95.7 01-10-84 814 " 243 11. 7 117.0 III 93.6 01-10-84. 815 " 221 14.9 110.4 VI.XVI 91.2 0'1-10-84' 816 " 223 13.6 115.8 VI 93.4 01-10-84 817 " 248 13.6 116.8 III 93.5 01-10-84 818 " 223 9.9 112.0 VI 90.3 01-11-84 819 " 225 13.6 115.9 III 92.7 01-11-84- ~ eEVATION MOISTURE DReJNIT SOIL RELATIVE TEST TEST NO .• LOCATION OF TESTS PERCENT WEIGHT TYPE COMPACTION DATE (LBS.JCtJ.FT.r- 820 SEE PLOT PLAN 241 11.1 110.3 XVI 93.4 01-II-8t 821 " 249 13.6 114.5 111,1 91.6 01-11-8t 822 " 251 16.3 115.6 VI I 93.2 01-12-8L 823 u 253 13.6 114.7 III 91.8 01-12-8l 824 " 254 14.9 116.6 111,1 93.3 01-12-84 825 " 255 14,.9 1S.S III 92.6 01-12-8l 826 " 257 16.3 110.2 XVI 93.4 01-12-8 L 827 " 160 11.5 108.0 XVI 92 01--13-8.f 828 " 162 12.2 109.3 XVI 93 01-13-8l 829 " 163 11.8 107.6 XVI 91 01-13-BL 830 " 165 14.9 116.9 III 93.5 01.13-8~ 831 " 167 15.2 109.3 XVI 92.6 01-13-86 832 " 170 17.6 108.5 XVI 92.0 01-13-8L 833 " 172 19.0 116.2 VI 93.7 01-13-8l 834 " 174 16.3 113.6 VI 91.6 01-13-8t 835 " 176 14.9 120.6 III 96.5 01-16-8c' 836 " 178 13.6 117.7 VI 94.9 01-16-8l' 837 " 180 13.6 115.6 VI 93.2 01-16-8b, 838 " 182 16.3 114.3 III 91.4 01-16-8i- 839 " 184 14.9 117.3 VI,I 93.8 01-16-8t 840 " 184 16.0 110.0 XIV 94 01-17-8l 841 . " 183 16.5 109 .• 4 XIV 94 01-17-8l 842 " 161 19.0 116.7 VI 94.1 01-17-8( 843 " 164 16.3 115.1 VI 92.8 01-17-8L 844 " 167 17.6 111.9 VI 90.2 01-17-8t 845 " 172 17.6 115.6 VI 93.2 01-17-8[- 846 " 197 21. 0 108.3 XIV 93 01-18-8t 847 " 195 20.4 107.0 XIV 91 01-18-8l: 848 " 187 13.6 105.9 XIV 90.5 01-18-8( 849 " 188 11.1 ·106.1 XIV 90.7 01-18-84 850 " 190 16.3 110.1 XIV 94.1 01-18-8li. 851 " 194 19.0 110.8 XIV 94.6 01-18-8Lr 852 " 191 16 .. 3 108.6 XIV 92.8 01-18-8ll' 853 " 186 14.9 113.7 ' VI 91.7 01-18-84: 854 " 188 13.6 117.3 VI 94.6 Q1-18-8l~ 855 " 198 14.0 107.5 XIII 92 01-19-84 856 . " 203 18.0 103,.0 XIV 91 01-19-84 ~ 4t:EVATION MOISTURE DRyeUT SOIL .R~LATIV~· TEST TEST NO. LOCATION . ~F 'TESTS PERCENT .. 'WE'lGHT TYPE 'CQMFACIIQN . ':QA~E ; (LBS. / CU. FT. ) I 857 SEE PLOT PLAN 206 16.0 107.3 XIV 92 01-19'-81 858 " 190 14.9 110.6 VI,XIV 92.1 01 ... 19-8~ 859 II' 192 17.6 113.1 VI 91.2 01-19-81 860 " 194, 14.9 105.8 XIV 90.4 01-19-8L 861 II 196 14.9 113.8 VI,XIV 94.9 01-19-81 862 II 198 13.6 113.3 VI 91.4 01-19-8~ 863 II 201 14.9 109.7 XIV 93.8 01-19-Bl 864 " 19·4 16.3 115.8 VI 93.5 01-19-8l 865 II 276 11.6 115.4 II,VI 93 01-20-84 866 II 279 10.7 114.8 II? VI , 92 01-20-8L. 867 " 277 10.3 115.0 II,VI 92 01-20-8l 868 " 284 8.0 116.0 II 93 01-20-8£ 869 II 206 17.0 109.0 XIV 93 Ol-20-8l 870 " 286 11.5 115.2 VI 93 01-20-8~, 871 " 252 19.0 107.5 VI 86.6 01-2'O-8t 872 II 282 14.7 117.5 VI 94.8 01-20-8A- 873 II 283 13.6 114.2 VI 92.1 01-20-8t 874 " 160 13.0 115.0 VI 93 01-23-8L 875 " 161 10.0 113.1 VI 91 01-23-8l 876 II 166 12.0 110.5 XVI 94 01-23-8t 877 " 171 11.0 111.0 XVI 94 01-23-8l~ 878 II 178 12.5 115.5 VI 93 01-23-8l' 879 " 188 10.0 109.1 XVI 92 010:.23-8[' 880 " 207 8.0 111.2 VI 90 01-23-8L 881 II 222 14.0 115.8 VI 93 01-23-8L.' 882 II 238 13.5 115.3 VI 93 01-23-84; 883 " 253 18.0 109.8 XIV 94 01-23-84~ 884 II 212 13.6 107.3 XIV 91.7 01-23-84 885 II 208 20.5 108.8 XIV 93.0 01-23-84 .. 886 " 216 17.6 108·.1 XIV 92.4 01-23-84- 887 " 266 19.0 110.3 XIV 94.3 01-23-84: 888 II 260 16.3 108.7 XVI 92.1 01-23-84: 88,9 " 219 16.3 109.5 XIV 93.6 01-23-84: 890 II 251 11.5 118.0 VI 95 01-24-84, 891 " 263 15.0 113.0 XIV,XVI 96 01-24-84 892 " 271 14.0 108.1 XVI 92 01-24-84, 893 II 274 12.5 112.6 VI ,XVI 93 01-24-84- ~, ", F eEVATION MOISTURE DR.IT SOIL RELATIVE TEST TEST NO. LOCATION F TESTS . -PERCENT WE HT TYPE COMPACTION -DATE' (LBS./CU.FT.) 894 SEE PLOT PLAN 266 15.5 109.1 XIV 93 01-24--8-1 895 " 255 13.0 117.0 VI 94 01-24-&11 896 " 242 13.5 115.4 VI 93 01-24-~11 897 " 230 12.0 112.3 VI 91 01-24-8l' 898 " 218 12.6 114.S VI 92 01-24-8~1 899 " 204 20.2 108.3 XIV 93 01-24-8l' 900 " 202 19.4 107.6 XIV 92 01-24-81' 901 " 203 19.0 108.0 XIV 92 01-24-8l' 902 " 211 16.3 109.6 XIV 93.7 01-24 ... 8!' .903 " 222 14.9 107.4 XIV 91.B 01-24-Bll 904 " 26B 11.1 112.3 VJ;: 90.5 01-24-BLI 90S " 261 13.6 109.3 XVI 92.6 01-24-B£1 906 " 199 IB.O 10B.6 XIV 93 o 1-25-8ll 907 " 197 16.0 107.3 XIV 92 01-25-B':1 908 " 200 15.S 106.S XIV 91 01-2S-BLI 909 " 199 14.0 117.0 VI 94 -01-2S-Btl 910 " 196 12.0 115.1 VI 93 01-25-B~1 911 " 203 13.6 111.3 XVI 94.3 01-25-8!! 912 " 206 14.9 112.1 XIV 95.B 01-25-BL·' 913 " 20S 17.0 107.0 XIV 91 01-26-Bb 914 " 207 16-.0 107.8 XIV 92 01-26-BLI 91S " 266 11.0 116.0 II 93 01-26-8[' 916 " 279 13.6 117.4 III 93.9 01-26-BLI 917 " 26B 11.1 10B.6 XIV 92.B 01-26-B£1 91B " 273 14.9 107.4 XIV 91.B 01-2,6-B£1 919 " 281 14.9 117.1 III 94 01-27-B~i 920 " 274 13.6 115.2 III 92 01-27-8~ 921 " 271 14.9 116.2 III 93.0 01-27-84, 922 " 279 13.6 10B.5 XIV 92.7 01-27-B41 923 " 2B2 13.6 116.7 VI 94.1 01-27-'84i 924 " 270 13.6 113.2 VI 91.3 01-30-B41 925 " 282 14.9 106.2 XIV 90.8 01-3-0-8l1 926 " 272 16.0 112.0 VIII 90 01-3-0-8t~' 927 " 277 16.B 111.B VItI 90 OI-30-Bl~ 92B " 168 11. 0 109.0 XVI 92 01-30-B4 929 " 171 10.2 10B.6 XVI 92 01-30-B4 930 " 27,4 13.6 111.7 XIV,IX 92 01-30-B41 ~ /' . • LEVATION MOISTURE D~IT SOIL RElATIVE TEST' TE,ST NO. LOCATION F TESTS PERCENT V 'HT TYPE COHPACTION DATK (LBS .JCU. FT.')--=--- 931 SEE PLOT PLAN 270 17.0 107.0 XIV 91 01-30-8-i 932 " 280 13.6 105.3 XIV 90 01-31-& 933 " 280 14.2 106.5 XIV 91 01-31-& 934 " 279 15.3 110.8 VIII,XtV 92 01-31-ff 935 " 276 13.8 107.0 XIV ,91 01-31-8\ 936 " 275 12.0 109.9 XVI 93 01-31-a 937 " 277 15.0 106.9 XIV 91 01-"31-~ 938 " 262 16.0 114.6 IX 92 02-01-& 939 " 269 15.0 113.3 IX 91 02-01-8 940 " 254 14.0 115.0 IX ,93 02-01-8- 941 " 196 16.0 111.0 IV 95 ' 02-01-& 942 " 198 14.5 110.8 Xlv 95 02-01-8 943 " 207 14.0 109.0 XIV 93 944 " 200 15.0 108.1 X-IV 92 , 945 " 148 12.0 111.71 VI 94 02-02-8: 946 " 155 12.5 117.5 VI 95 02-02-8 947 " 157 11.0 116.0 VI 94 02-02-8i 948 " 1~4 12.0 116.6 VI 94 02-02-8' 949 " 159 11.0 118.0 VI-'-95 02-02,-8L 950 " 161 12.2 118.8 III 96 02-02-8~ 951 " 209 12.0 115.5 VI 93 02-02-8L 952 " 213 16.0 ' 109.0 XIV 93 02-03 .... 8 953 " 226 14.0 110.0 XVI 93 02-03-8l 954 " 228 12.0 109.2 XVI 93 02-03-8' 955 " 277 13.5 115.0 IX 93 02-06-8 956 " 278 14.0 115.8 II 93 02-06-8 957 " 218 12.0 114.5 I 92 02-·0:6-8' 958 " 221 11.5 114.9 I 92 02-0.6-8 959 " 223 11.0 116.0 II 93 02-0'9-8' 960 " 225 12.0 115.5 II 92 02-0'9-8 ' 961 " 227 12.0 118.5 II 95 02-10-81. 962 " 229 11.0 117.0 II 94 02-10-8' 963 " 230 11.5 117.8 II 94 02-10-81.i 964 " 285 14.0 103.0 XIII 95 02-10-6· 965 " 231 11.3 116.5 II 9~ 02-10-8 966 " 287 11.0 10) .0 II,XIII 92 02-13-84 967 " 288 10.5 107.2 II,XIII 92 02-13-8 ~ «:EVATION MOISTURE DR_IT SOIL RELATIVE TEST TEST NO. LOCATION TESTS J?ERCENT WE uRT TYPE COMPACTION DATE (LBS./CU.FT.) -- 968 SEE PLOT PLAN 256 11.5 106.8 II,XIII 92 02-13-811 969 " 268 9.8 107.6 II,XIII 92 02-13-8<1 970 " 279 11.0 116.6 II 93 02-13-811 971 " 285 10.5 116.8 II 93 0.2-14--8[1 972 " 286 11.0 116.0 II 93 02-14-B1! 973 " 287 10.3 115.9 II 93 ·02-14-84: 974 " 288 11.4 117.0 II 94 0.2 -1,4 -8~'i 975 " 290 10.5 115.4 II 92 02-14...,8[-1 976 " 292 11.0 115.8 II 93 02-15-8l' 977 " 248 10.5 116.0 II 93 '02-15-8l1 978 " 261 11.5 117.0 II 94 02-15-8-11 979 " 273 10.0 116.4 II 93 02-15-:8L' 980 " 201.8 10.0 114.0 VI 92 02-15-Bt 981 " 201.5 13.0 107.0 XIV 91 02-15-8~: 982 " 201.5 14.5 107.5 XIV 92 02-15-8l: 983 " 278.0 10.0 116.0 II 93 OZ-15-8l 984 " 240.0 11.5 111.0 XII 91 02-15-8~ 985 " 205.5 11.4 106.8 XIV 91 02-17-8~ 986 " 225.0 14.0 116.7 IX 94 02-17-8t 987 " 227.8 14.5 115.2 XVI 98 02-17-8C 988 " 230.6 10.0 121.0 II 97 02-17-8l 989 " 221 14.0 107.9 XIV 92 02-21-8t 990 " 215 14.8 109.8 XIV 94 02-21-8[' 991 " 211. 7 11.2 108.8 XVI 92 02-21-84 992 " 208.6 12.0 108.5· XVI 92 02.,.21-84- 993 " 280.5 10.0 118.8 II 95 02-23-84 99.4 " 281.3 14.0 116.0 XIV 99 O?-2~-84. 995 " 281.8 13.5 115.8 . XIV,XVI 99 02-23-84u 996 " 282.2 12.0 115.0 XIV,XVI 98 02-23-84 997 " 282.6 14.6 114.0 XIV,XVI 97 02-2'3-84. 998 " 285 12.0 113.5 XIV,XVI 97 02-24-84 999 " 284.2 13.0 114.0 XIV,XVI 97 02-24~84, 1000 " 283.4 12.8 115.0 XIV,XVI 98 02-24-84, 1001 " 283.1 14.0 116.0 XIV ,XVI 99 02':'24-84 1002 " 217.0 7.1 116.9 . VI 94.3 04-28-84 1003 " 231 7.1 120.1 VI 96.8 04-28-8l, 1004 " 232 8.7 117.9 VI 95.1 04-28-84 .~ . . --"~~-~-.---- _LEVATION MOISTURE P~NIT SOIL RELATIVE TEST TEST NO. LOCATION F TESTS PERCENT ~HT TYPE COMPACTION DATE' (LBS./CU.FT.) 1005 SEE PLOT PLAN 233 10.3 119.0 VI 96.0 04-28-8· 1006 " 234 10.3 116.8 VI 94.2 .04-28-8' 1007 " 245 10.3 116.1 VI 93.7 04-28-8, 1008 " 250 7.1 114.7 III,VI 92.1 04-28-8, 1009 " 254 8.7 121.1 III 96.9 04-28-8 1010 " 254 8.7 11.5.9 1.11, VI 93.1 04-2.8-81 1011 " 255 7.1 117.3 III 93.8 04-28-8.: 1012 " 295 5.6 118.9 III 95.1 04-28-81 1013 " 254.5 11. 9 116.6 VI 94.0 04-28-81 1014 " 254 13.6 119.3 VI 96.1 04-28-81 1015 " 254.6 8.7 117.2 VI 94.5 04-28-81 1016 " 253:2 9.9 116.2 VI 93.7 04"28-8i 1017 " 253 7.6 114.7 VI 92.5 05..,.01,...8 1 1018 " '-256 8.7 116.3 VI 93.8 05-01-8i 1019 " 258 8.7 117.6 III,VI 94".1 05-01-81 1020 " 261 11.1 119.6 III,VI 95.7 05-01=81 1021 " 262 7.6 116.6 VI 94.0 05-01-81 1022 " 240.5 11.1 117.1 VI 94.4 05-01-8· 1023 II 213 9.9 113.2 VI 91. 3 05-01-8· 1024 " 1~9 8.7 118.8 VI 95.8 05-01-8, 1025 " 189 13.6 116.0 III,V 92.8 05-02-8· 1026 " 183.5 11.1 114.3 III 91.4 05-02-81 1027 " 180 7.6 119.6 III 95.7 05-02-8< 1028 " 178 7.6 117.7 VI 94.9 05-02-8, 1029 " 160 8.7 120.4 VI 97.1 05~02-81 1030 II. 271 9.9 116.3 VI 93.8 05-02-81 1031 II 260 11.1 117.4 VI 94.7 05-02-8L