Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Home
My WebLink
About
CT 76-15; PALISADES POINT; COMPACTION TEST RESULT; 1984-04-25 (2)
.' • • • • • • .' • • " . " '. .cOMPACTION TEST RESULTS AND GRADING INSPECTION REPORT FOR RESID~' EVELOPMENT OF TRAC 76-1 , "PALISADES POI 'PROJECT IN CARLSBAD, CALIFORNIA CONDUCTED FOR: MOLA DEVELOPMENT 8072 ADAMS AVENUE HUNTINGTON BEACH, CALIFORNIA 92648 ~ '-'r :" . -~ ---.--.~ ~ _." ~ ----. . .-..... ' ,w.O. 386902 .' APRlL 25, 1984 • ~ '_ •• T _ •• :"'~'''':''''~'' " , . " <. ' ,_.<.- , , .' ~. • • • •• • • April 25, 1984 W.O. 386902 Mola Development 8072 Adams Avenue Huntington Beach, California 92646 Gentlemen :. Subj~ct: Compaction Test Results and Grading Inspection Report for Residential Development of Tract 76-15, '''Palisades Point" Project in Carlsbad, California 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 showt).op the accompanying plot plan . Building p.adsare at final grade. Soil 'Type I II III IV v Laboratory Standard: (ASTM:D-1557-70) 4 inch dia. mold; 1/30 cu.ft.vol.; • 5 layers -25 blows per layer; 10 lb. 'hammer dropped 18 inches Classification SAND (Topsoil) silty, BROWN SAND, RED/BROWN (terrace) SAND, clayey, silty, . RED/BROWN (alluvium) SAND, silty, c1ay'ey, TAN (old fill) CLAY, silty., .BROWNI BLACK Optimum Moisture 10.5 10.5 11. 0 12 .. 0 16.0 % • Max. Dry Density Lb s . / Cu . Ft. 12ti.5 125.0 125.0 119.5 113.0 • VI SAND, . clayey, WHITE! 11.5 124.0 TAN (bedrock) :..;: VII :--~VITI- CLAY, sandy, GREY/BROWN 11.0 SAN},), clayey -1-BLACK,-._~--11.0 SAND, silty, .clayey, 11. 0 124.·0. '124.5 124.0 • --~ --~:;-... ---;:,p .... IX .~ TAN (,alluvium) SAND, silty,clay?y., 11. {) 126.0 RED /BROWN (a~luvium);, . . :: 1630-G South Sunkist St., Anaheim, CA 92806 (714) 634-2092 . -,. ." 1 ~I;'~~~~'~~ 7 .. : ~, '1-~!""':~~"~~~~_S(J_ ,~~~,,\.::~':: '.'.:~<-~r::\'~:~~V.~; -t'~"/r2~~',~~"'~'''~,:~1:_~~~~,'''';: :-~.?~ .. _ t\ _~J~7"~:f,._"'~~.~ 'w.} ~;;J:_ .: , .. ;:-:: ... %J~,::.-.:::;~~ i • • • • • • Mola Develo.pment w.o. 386902 Page 2 Soil Optimum Max. Dry Dens i"ty ~ Classification Moisture % Lbs ./Ou.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 XIV 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 w"!-s provided during this period. ,Prior to ,the placement of fill soils, all vegetation and debris was removed from the site. The exi.sting 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 li~e 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, (AST}1:D-1556-70) and the Nuclear Method {ASTM:D-2922-7) . The-se.,tests were taken a'minimum of every 500 cubic yards placed and every two .(2') feet in depth of 'fill placed., .. Compaction was 9btained by Cat '637 Scrapers, Cat .825, 'Blade Doze~, . Steel Roller.'and Sheepsfoot. Water trucks were' used :for -moisture , ~ontro1.. .:~ --'f ;, ". , ~ ~_ c.' -. 1 -• "" ... ~, ' ,.Il§] ...... , t. , .~'>- " , • . , [::J2~~~::~'77~0:,,~~~:~,r,::~G~7-~~~;:·z~,:~{:,~~~~~.~A,::~,~:~~'~:\~),::~:?-T:':;'"t:;::r:::~~::;;';2~-:J;:-:~,~~~~~~~~?;?~~~~ • • • • • • Mo1a Development Page ,3 W.O. 386'9 02 Expansive soil tests were performed on representative samples of the listed lot'S. These tests were performed in accordance w:Lth Section 29 of the U."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 7(J-79 .6 Very Low 80-89 4 Very Low 90-99 27 Low 100-109 ,46-Low Expansive soil recommendations" outlined on the accompanying Pl:ate 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 twelv~ (12") inches below, • 10west 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 pIus live,lo<;l.d and may be increased by one-third ,(1/3) for total including seismic and wind loads where • ,allowed by code. Increases in bearing capacity for increases in footing dimensions ar,e:.tabulated below: • ,-'" Minimum Minimum Bearing Increase Type Depth Width Value Depth Width Maximum (inches) -(inches) ,(psf) (psf/ft) (psf/it) 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 nth the 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 hars 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 of fue report at the OWner I s risk. I hereby certify that the subject gradingwassupe:rvised by me and the work was done in full compliance with the Grading Ordinance of the City .0fCarlsbad, 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 p~rview 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. prepar.ed 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 $ubmitt~d: ... _ ACTION GEOTECHNI~AL jONSULTANTS ~~&%~ ~f)JI~ • BRUCE A. PACKARD. RCE 13801 .. VICE PRESIDENT ENGINEERING TH:ss 'io~OUSEAL . .STAFF GEOLOGIST • , ELEVATION 1101 STURE DRY UNIT SOIL RELATIVE TEST TEST NO. LOCATION 'OF 'TESTS PERCENT 'WEIGHT 'TYPE" COMPACTION 'DATE (LBS. jeu .,FT. )--. 101 SEE PLOT PLAN 160 12.0 108.2 IV '90 8-15-8; • 102 " 162 14.3 113.0 V 91 '8-15-8, 103 " 161 9.5 115.'9 VI ·94 8-17-S: 104 " 152 10.1 115.0 VI 9'3 .8..,17-8: 105 " 161 18.1 105.7 V 94 8-l'7 -8': • 106 " 15,0 19.0 105.1 V 93 ,8-17..,.8: ,107 " 159 12.1 104.3 I 92 8':"18-8: 108 " 162 8.5 113.0 VI 92 ,8.,.18-'8: 109 II 163 9.0 114.1 VI 92 -g-18-8~ • 110 " 164 22.0 104.3 V 92 .8,~18:..8:' 111 " 157 19~0 10'3.2 V 9l 8-18-8~ 112 II 161 19.5. 104.3 V 92 8-18-8: 113 " 165 14.0 101.8 V 90 8..,.18-8:1 .' 114 " 158 8.5 114.8 11.1 92 8-];8-8', 115 " 159 . 9.0 '115.0 III 92 . 8-18-8: i 116 ," 161 10.5 115.9 III 93 8-22-'8:i 117 " 166 19.8 105.6 V ,94, . '8-22-.8~: r • 118 " 166 20.0 105.0 V 93 8-22-8,1 119 II 167 20,. I 101.8 V 90 8-22-·8. 120 " 167 19.1 102.8 V 91 .8-22-;8, 121' ft 163, 15.0 115.0 III . ~13 8:"'22-8: • 71122 " 139 10.0 111.1 IX 90 8-23·-8: *:1.23 " 139 11.1 111.5 IX 90 8-23-K "124 11 139 12.2 117.0 IX 94 8...,23-K 125 11 165 13.1 115.3 II): 92 '8-23-8:. • 126 TI 166 14.3 115.0 III 92 8-'23-8'~ 127' " 163 13.4 116.0 'Ill .93 8-23-K 12.8 ." 165 12.0 112.2 TIl ·90 8-23-8: 129 " 166 14.£ 111.'0 X 90 '8-23-.8: ·"*130 " 134 10.5 110.0 IX 89 :8-23.;;.8,; 131 H 169 10.D 114.4 III 92 S':'24-8: 132 '" 166 10.5 " 114. 0 . . III .. ·~--:91 "'-'~~~24:~'8~ 133 .11 164 12.0 115.8 I'll , .93 8-24-.g~ ·';134 . ,-1' ... '~'92 .., " 164 12.2 115.6 ·IIl·· <..: :S-24-8t 135 " ·163 8.D 112,.5 ,III ' .90 ' B-2,4'~8~ -. .. -. ~:. 136 ' , : ." 167 ' 10.2 113.-8 III. ~ _ '.' 91 .. 8-24.;,.8~ -" ' . ,I .. il~···~ ~ .' *Nat±ve, Soil --,.--' ~J; , ______ J_~ ... ..... t.,"' ....... -~~-.."..·......-"·-1f~~~~ -""". ¥ " ... _"' '~'~~-~':S;7 ...,.,:;.w • ELEVATION MOISTURE DRY UNIT SOIt RELATIVE TEST TEST NO. LOCATION OF 'TESTS 'PERGENT .' . 'WEIGHT . 'TYPE . 'COMPACTION DATE (LBS.7cu~FT.) - .137 SEE PLOT PLAN 166 . 10.0 113.5 III 91 8-24-8: • ~138 " 148 10.0 111.0 IX 90 8-25-8.:; 139 " 170 12.0 113.9 III 91 8-25-8: 140 " 170 11.0 119.8 X 95 8.-25-8.: 141 " 170 13.0 117.8 X 93 8-25-8.~ • 142 " 168 11.1 115.2 III 92 8-25.-8~ 143 " 171 9.2 115.8 III 92.6 8-25-'8~, 144 " 171 8.6 115.6 III 92.5 8-25-8~ 145 " 168 13.0 103.0 V ,91.0 8-25-8: • '*146 " 143 10.5 111.3 IX 90 8-25-8:. 147 " 148 '9.0 114.0 VI 92 8-25-8: 148 11 150 12.5 116.3 X 92 8-25-8~ *149 " 13,8 11.2 111.5 ' IV 93 8-25-8: • 15'0 ." 140 11.3 , 114.2' , VI 92 8-26-8: 151 " 142 10.5 ,110.4' IV 9.2 8-26-8: 152 " 144 1i.8 109.8 IV 92 8-26-8: 153 " 145 10.2 115.1 VI . 93 8-26-8~ • 154 " 143 11.3 115.8 III 93 8-26-8: 155 " ·146 12.0 114.7 IX 93 8-29-8: 156 " 147 10.5 115.7 III 93 8-29-8: 157 " 146 11.0 115.3' III . 92 8·-29-8: • 158 " 1-47 13~0 116.1 III 93 '8-29-8: 159 " 149 12.2 . 115.5' . III 92 8-29-8: 160 " 148 11.0 115.9 III 93. 8-29-8: 161 " 150 10.2 112.1 IX 90 8-29-8: • 162 " 150 9.0 113.2' IX 91 8-29-8: .163 11 152 12 •. 2 118.0 III 93 '8-29-8: 164 " 154 10.0 115.6 III 92 8-30-8,: 465 II 154 11.3" 116.0 . VI 94 8-30-8~ • ~ 166 " 156 9.'0' 114.2 III 91 8-30-8: 167 " 156 10.1 115~8 VI 93 8-30-8: " 168 " 157 ' , , ,-12.0 ,120.P , III ' ~95 ' B-30-8,~ , ' 169 " -, 158 12 .. 2 116.2' III. 93 8-30-8: • 170 ." 171 11:2' 115.6 . VI ' 93 8-30-8; 171 11 ,'154 11.3 115,.'3 . vI' :, ,93 8-31-8'~ . .. 'B-31-8~ , .~ ;172 <fl' ·174 ' :}'O. () '114.1 III . 91 " .... , '.~ . • :*Native .Soi1 ! , ... -, .;';' ---, '.-, '-' , -, ,,/ ~-# ~ .... ~q""..(W'{"':"""~.~t::t"",,:-.,, ,~, ~JO:I<il'~~·~F"~".~-~,~':~'!'!~~0~_ : • ELEVATION MOISTURE DRY UNIT SOIL RELATIVE TEST TEST NO. LOCATION OF 'TESTS 'PERCENT' " , 'WEIGHT ' 'TYPE' 'COMP,ACTlON DATe (LBS~7cu.FT.)-· -4 __ '~ 173 SEE PLOT PLAN 1,56 10.5 115.0 VI 93 8-31-8~ • 174 11 158 15.0 111~. 3 8-31-8~ III 92 , , '*175 ,II 160 10.0 112.2 IX 90 8-31-B: 176 " 161 11.0 114.7 VI '93 8-31~8: ' 177 " 161 11.5 115.2 III 92 8-31-8: • 178 11 160 10.4 115.0 III 92 8-31-8: 179 " 162 12.0 114.8 VI 93 9-01-~: ,180 " 162 11.3 115.,2 III '92 9-01-8: 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 9-0~-'8 • 186 " 140 9.3 109.1 III ,87 9-02-8 186-A II 140 9.3 114.6 III 92 9-02-8 187 " 146 10.0 115.2 III 92 9-02-8 1.88 " 144 10.4 116.0 III 93 9-02-8 • 189 II 172 11.0, 114~3 VI 92 9-'02-8 190 " 164 11.2 115.2 VI 93 9-02-8 J.91 " 166 11.4 115.1 VI 93 9-02-€ 192 " 148 10.0 114 .. 1 TIl 91 9-06'-E' • 193 " 149 11.0 115.2 III' 92 9-06-'c 194 " 167 9.5 111.6 I 90 9-,06-'f 195 " 168 1'0.2 112.4 III 90 9-06-:E 196 " 152 10.0 111. 4 I '9'0 9-06-f • .. " 197 ',11 154 10.5 108.5 III 87 9-06-~ 197-A II 154 11.2 '116.2 III 93 9:'" 0 6 ... J 198 " 156 11.0 115.8 III 93 9-06-£ 199 il 169 11.5 ' 114:3 III 91 9-06';'~ • 200 'II 169 11.2 115.3 III . '92 9-06-~ " ~ 201 " 161 1:0.0 111.0 IV, 90 9-0}~1 .-'.202 , • 11 ' 158 -.-~. --13~O 116.3 -III ',--,--:93 :9~'O7-~ " 203 ·11 162 11.5 116.8 III 93 '9-07-1 • ,'* 204 II 180 9.4 113.0' . III . ' .,,' '90 9-07-1 ,: ',205 ;' " • -. ~':. i 17·0 '11.0 '115,.3 ,. III 92 9-07--£: . , , ",> 9-07j,i I -:: '206 :' 11 171 11.5: 114.9' III '92 • *Native SO:11 A-Retest --,.-~JI ------.~-~~~-~~~2" .. ~~~"'~.,...-!..."...,.........,.....~~~:;'-.-,·r~:t.p. ,~-• .'-:r:=,,~', : ' --, i ,. ELEVATION MOISTURE DRY ,UNIT SOIL RELATIVE TEST :rE.ST NO. LOCATION OF 'TESTS 'PERCENT ' , 'WEIGHT ' :TYPE . 'COMPACTION ,DATE (LBS. ICU.FT.)--- < , .207 SEE PLOT PLAN 165 11.0 115.8 III 93 9-07-83 • 208 tI 166 12.0 114.8 I 92 9-07-8l 209 " 164 10.0 114.0 VI 92 9-07-83 210 11 168 15.0 114.8 I 92 9-07 -83' *212 " 200 8.0 110.8 III 89 9-08-8:3 • 213 " 171 12.7 111.3 VI 90.0 9-08,-8;1 214 " 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 9-0-8-83 218 " 172.5 10.1 113.R I 91.4 9-08-83: 219 " 160 __ 11.3 114.8 TIL 92 9-08-83 220 II 172 11.5 114.2 I 92 9-0:8-83, -221 " 174 19,5 105.0 V' 93 9-09-83- ,222 " 177 18.0 106.2 V 94 9-09-83- ,223 " 177 11.2 115.6 III 92 9 ... 09":83 224 " 178 10.5 114.9 III 92 9-09-8'3 -*225 11 160 10.0 109.1 VII 88 9-09-83 *226 " 172 8~6 107.0 VI 86.3 9-09.,.83 227 " 168 8.8 114.8 I 92.2 9-09~82 228 tI 174 10.9 114.9 X 91.2 9-09-8'1 -229 11 175.5 17.2 105.3 V' 93 9-09-83 .230 II' 175 11.9 112.5 t 90.4 '9-09--83 ' 231 " 163 9.,5 113.5 III 91 9-12,-83 232 " 165 10.5 114.0 III 91 9-12--83 • 233 " 168 8.9 113.0 III 90 9-12--83 234 " 169 13.0 116.1 111 93 9-12-83 '235 " 171 14.0 118.1 III 94 9-12-83 ~236 " 173 13.-6 117.2 III 94 9-12-8j -" 237 11 172 8.9 112.4 III 90 9-1.2-83 238 " 174 14.0 118.0 III 94 9-12'""8~ ,239 ,11 ' , , --179 " '7.0 112.7 :tIL' ' , '9'0 9-13":,83, 240 " 182 },.3 112.9 111 90 9-13-83 ~41 " 175 11.8 110 .. 3 ,IX 94 ,9-13-83 *242 " 180 10.0 117.0 III 94 '9-13-8-3 '243 fI' . 173 ~",12. 0 115.8 III" 93 9-:-13-83 ~ ." . ~ .y.: .*Native Soil --,f. , .. ~w , " " ~~~~~~ .. ,~ • TEST 'NO. 244 • 245 246 247 248 • 249 250 251 .252 253 254 255 .256 257 258 259 .260 · 261 262 263 .26~ 265 266 .267 · 268' • 269 270 271 · 272 • • 273 ' 274- 275 · 276 • • 277· • . 278 .. 2.79 'LOCATION SEE PLOT PLAN " " " " " " " " " " " " " " II 11 " " " " " II " ." " 11 II " " 'II ... " ... '·11 . ELEVATION . 'OF 'TESTS 184 IS? 175 187 171 174 185 175 181 185 175 ·176 173 174 173 176 176 172 173 17? 173 178 i88 194 . 216 228 236 220 228 '234 185 187 195 ·193 191 \' -192 MOISTURE . 'PERCENT 13.0 10.5 7.0 10.0 11.0 10.5 11.0 14.0 8.0 8.5 14.0 13.0 14.2 12.0 12.0 12.5 12.2 10.0 11.2 11.1 11.5 11. O. 10.0 10.0 15.3 9.0 11.0 16.0 11.4 .12.0 -11.0 12.1 11.3 . "12.3 . 12.'0 . '-':-14.0 DRY UNIT SOIL P~LATIVE TEST .. 'WEIGHT . 'TYPE 'COHPACTTON 'DATE (LBS.lcu~FT .. ) . 116.2 III 114~5 TIL 112.1 112.9 115.1 115.8 116.8 118.0 111.4 111.8 118.2 117 .• 5 116.3 114.6 116.2 116.0 109.1 114.3 . 115.0 115.3 116.0 116.6' 113.2 112.8 114.2 112.3 113.0 112!8 114.6 115.1 115.4 116 .• 0' 115.9 116.0 115 .• 2 118.6 III III. I I III I XII XII III III I I VI VI' IV VI VI VI VI 11'1 III III XIV I I XIV I I III III III .ttI. III Vl 93 '9-13-83 92 9-13-83 90 9-13-83 90 9-13-83- 92 9-13-'83 93 9-14-83 93 9-14-83 94. 9-14-83 91 9-14-83 92 9-14-83 95 9-14-83 94 9-14-83 93 9-14-83 92 -9-14-83 94 9-15-83 9~9-15-83 91 9-15-83 92 9-15-83 93 9-15-83 93 . 9-15-83 94 9-15-83 93.3 9-16-83 90.5 9-16-83 90.3 9-16-83 '98 9-17-83 90 9-17-83 91 9-17-83 9.6 9-17-83 92 9-19-83 92 9-19-8.3 92·' 9-19-83 --..-"--~~-~ --!" 93 ._, 9-19-83 93 •.. 9-19-83. '93 '9-19-83-~ ... '92 ... ' ·9-19-8~'.· 96:: .. 9-20-83'-. . ':, . -" .~ .. 'J~l ...... _ ....... __ . ___ .. ____ ~ '" ~ .-..=_~_.~ ... ~, .. ~~ .A_~' _~.= __ ~ .. =~ ........ -...= ... ~_ .... __ = ___ = ___ -=~-.-"""-..... -............ """"",""",,' -_!~. • ELEVATION l'10ISTURE DRY UNIT SOIL RELATIV'"'E TEST TEST NO. LOCATION OF -TESTS --PERCENT ---WEIGHT "TYPE 'COMPACTION DATE (LBS.7cu~FT.}---- 280 SEE PLOT PLAN 186 13.1 118.1 III 94 9-20-83 - • 281 ,II 203' 10.0 116.8 III -93 9-2-0-83 282 II 192 11~2 116.5' III 93 9-2,0-83 283 ell 190 11.0 116.1 III 93 9~2,o-83 284 " 192 12.1 117. O' III 94 9-20-83 • 285 II 193 10.5 116.3 III 93 9-20-83 286 -II 199 11.0 117. Q -III 94 9-2.0-83 287 " 204 11.0 115.6" III 92 -9-21-83 288 f! 195 12.0 116.1 III 93 9-21-83 : • 289 " 188 11.5 116.3 III 93 9-21-83 .' 290 II 2"00 -11.1 114.6 III 92 9-21-83 291 II 200 10.-8 116.8 III 93 9-21-83 i 292 " 198 12.5 114.5' III 92 9-21-83 • 293 " 196 12.5 115.2 III 92 9-21-83- -294 tI 185 9,~ 2-113.8 I 91 9-22-83 295 il 185 12.2 115.6 JIl 92 9-22-83 • 296 f! .202 11.6 114.5 . III 91 9-22-83 297 II 200 -'8.6 112.8 I 90 9-22-83 298 It 187 11.6" 115.5 III 92 9-22-83 299 " 204 . 10.1-114.5 I -92 9-22-83, j • 300 II 185 18.2 106~4 _V 94 9-23-83: . , 1 301 _f! 187 17.1 105.3 ' V 93 9-23-831 302 II 197 12.0 -105.1 III 92 9-23-83 303 f! 203 11.'8 116.5 III 93 9-23-83 304 -II -208 13.0 116.9 III 94 9-23-83 • 305 " 177 11.0 116.6 III 93 9-23-83 306 " 170 10.0 115.'0-III 92 9-23-83 307 11 186 " 12.0 120.8 VI -97 9-26-83-. • 308 " 189 11_.3 119.2 -VJ -96 -9-26--83 309 " 200 12.1 118.3 III -95 -9-26-83 . 310 f! ~99 -13.0 117.6" III .94 -9-26-83 311 --11 187 -19.0 '115.8 -I,. V "96 .-:9-26--83 312 " 192 17.5 109.1 _V 97 9-26-'83 313' " 194-18.0 -_ 114.8-,!-,.V .95 9-26-83' 31.4 " 188 16.2 101.8 XTII '94 9-2.6-83 '._:315 " 194 16 .• 8 . 101.i'. -XIII -. _ .;.~~4 '9-2'6-8j- ~-il ; • -.. -~.-' -------~ ____ .. ,._._ _____ .._..."..... __ .......... __ ~, . .___..,..~ __ .~,,~~~~~ ____ -'>Tr: • E,LEVATION MOISTURE DRY UNIT SOIL RELATIVE TEST TE'STNO. LOCATION OF 'TESTS ' 'PERCENT 'WEIGHT ' 'TYPE' 'COMPACTION DATE, : (LBS./CU.FT.)------. 316 SEE PLOT PLAN 189 i5.2 100.1 XIII '93 9-27..,83, • 317 " 194 17..1 101.5 XIII "94 9-27-'83 318 " . 195 16.0 101.8 XIII 94 9-27-83 319 " 197 19.0 103.0 XIII 95 9-27-831 320 " 196 18.6 102~5 XIII 95 9-27-831 ,I • 321 " 199 17.3 101.9 XIII 94 9-27-83j 322 " 197 16.5 101.7 XIII 94 9-27-83 323 " 201 19,.2 102.0 XIII 94 9-27-ST 3·24 " 270 15.0 112 .• 6 XV 96 '9-28-83 • 325 " 272 i4.3 113.0 XV 97 9-28-83 326 " 201 21 104.6 XIII 97 9-28-83 ' 327 " 203 11.5 120.1 III 96 9-28-83 328 " 205 12.0 118.0 lIT' 94 9-28-83 • 329 " 207 10.0 112.9 III 90 9-28-831 . j 330 " '208 ' 11.3 113.8 tIl 91 9-28.,..83~ 331 " 271 16.0 113.2 XV 97 9-28 ... 83 332' " 271 15.8 113.6 xV 97 9-28.-83 • 333 " 210 11.5 113.0 III 90 9,.,29-83 334 " 212 11.5 116.0 III 93 9-29-83: 33'5 " 213 11 .• 5 118.0 III 94 9-29-83 336 " 274 15.0 i14.8 XV 98 9-29-83 • 337 " 275 16.1 115.6 XV 99 9-29-83 338 '1\ 276 14.7 115.0 XV 99 9-29':"83 339 " 215 10~0 113.4 III 91 9-29--S3 34Q " 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 '" 219 11.4 114.2 III 91 10-03-83 344 1~ 221 '12.0 115.6 III 92 "10-03-83: • 345 ,~ iI -222 12.2 116.1 ' III 93 10-03-83 1 , 346 " 222 11.0 115.8 ·III 93 . ,I 10.;..03-831 '\ '~-347 -'J! 277 : "1-5.-0 113.1 -xv -'97 "10-03-;B31 348 " 222 11.2 116.0 It I 93 10'~03:'83J • 349 11 279 15.6 111.2 XV 95 ·10-04-83,:' , ·350 If. 280 : '14.D 109.0 XV -93 10-.04~83-, . , -· .351 " 282 . 16~3 111.5 ,xv :95 10.:.04-83' . . ~ -. . " .' . ' .. , .' ,~:; ,£-:. ,r"" _ J_-..... __ ·~~~~ __ ~~~ ....... ~~<l.: ... L~..:....;... .. ~ .... 4_r_._It-._~.:; '. ,'. ,/,'''r' ' .·'V-.'A .. "::·-L' '-';.;1.". "-'",!.._~~,:-",:~-., ;j...,',j.:i!_'~-_' ' ..... :.;_~_~~; ;. f.:~ (-:/ 'I 1:'"~ , ' , <::t· ' , " 'ELEVATION MOISTURE DRY UNIT SOIL, RELATIVE TES'I1 ';, TEST NO, -" . ' ':LOCATION ' 'OF 'TESTS ' 'PERCENT -: 'WE I GET ' 'TYPE' 'COMPACTION DATE '. (LBS~ jeu .FT:) • 352 SEE PLOT PLAN 21g: 10.3 114.1 III 91~1 10-04-8 353 II. 219 12.3 118.3 III' 94.7 10-04-8 354 n" 220 10.3 . 120.2 -III' 96 .. 1,10-04:..8 355· II' 221 11.1 117.1 III 93.7 10'-04-8 • 356 " 221 9.8 113.2 It I 90.3 10-04-8 357 If 222 1.,11 114.9 III 91.9 10-04-8 358 " 222 11.1 115.3 III 92.2 10-04-8 359 " 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 III 94.1 10-05-8 3.65 II' 225 10.1 114.5 III 91.6 10-05-8 366 II 226 11.1 116.8 III 93.5 10-05-8 367 " 227 11.9 119.6 III 95.6 10-05-8 • 368 II 227 11.1 117.9 III 94.3 10-05·-8 369 II 288 9.~ 12'1.1 VI 98 10-06,-8 370 II 297 8.0 ' 113.0' VI 91 10-06-8 371 " 285 10.0 120.6 VI 97 10-06-8 • 372 II 230 11.1 114.0 III 91.2 10-06-8 373 II' 230 10.3 114 .. 5 III 9,1.7 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 Ill: 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 " 233 13.6 118.6 VI 95.6 10-10-8 • 380 " 206 12.6 119.0 VI 96.0 10-10-8 381 II 207 11.1 116.7 VI 94.1 10-10-8 , 382 ,II 207 11.1 115.8 VI 93 10-10-8 383 " 190 9.0 110.0 XVII 92 10-10,-8 • 384 " 195 8.0 108.6 91 10-10-8 XVII 385 " 200 7.1 107.9 XVII 90 10-10-8 386 " 212 10.0 114.1 XVII 95 10-11-8 387 " 209' 11.1 115.4 XVII 92 10-11-8 • ~1 • TEST NO. ,"LOCATION", 388 -389 390 391 392 -3-93 394 395 _396 397 398 .399 •. 400-A 401 402 403 _ 404 405 406 407 .408 409 410 411 412 -413 414 415 416· -.' , 417 418 419 , 420 .-,421 422 423 .A-Re~~s·t SEE PLOT PLAN " " " " " " " " " " " " ." " " " " " " " ." " " " " " ." " .. _" ." " ,11 ." ELEVATION 'OF TESTS 232 235 183 235 235 230 212 237 214 208 216 202 202 200 . 237 212 215 202 210 238 237 205 240 233 238 217 2·40 210 241 241 212 --Z17. 276 202 '204 242 1 MOISTURE DRY UNIT SOIL P~LATlVE "PERCENT ", 'WEIGHT . 'TYPE' 'COMPACTiON (LBS ~ 7 eu . FT :)-.. -, TEST 1 'DATE 1 11.1 12.4 8.7 11.1 16.3 11.1 11.1 13.6 7.5 11.1 6.4 16.3 11.1 11.1 11.1 11.3 12.0 11.0 13.6 11.1 11.1 13.6 11.4 11.1 11.1 13.6 13.6 13.6 11.1 13.6 13.'6 11.1 11.0 11.1 ,11.1 ... 6.4 117.-9 119.7 103.4 114,.:6 117.5 117.6 112.9 ])4.2, 108.4 113.0 114.5 100 .• 8 113.0 120.3 115.4 115.4 114.9 115.0 119.0 114.4' 116.7 114.1 1J5.1 119.4 , 120.4 ,113.3 113.3 120.9 : : 122.2 109.2 120.'6 ,-114 .. 4 ., 111.1 115.8 111.-6.--:-1 _1'10,4.4. VI VI XIII VI VI VI XV VI XV VI XV XIV XIV VI VI VI VI VI VI VI VI VI III III III XV III VI III XIV VI XV--' , XVIl - VI VI XIII 95.1 10-11-83 96.5 10-11-83 95.7 10-11-83 92.4 10-11-83 94.8 10-11-83] 94.9 10-11-831 94.0 10-11-83' 92.1 10-11-83 ' 90.3 10-12-83 91.2 10-12-83 95.4-10-12-83 86.0 10-12-83 96.6 10,:,,12-83! 97.0 10-12-83 '93.1 . 10-12-'83 93 10-13-83 93 10-13-83 93 10-13-8-3 96.010-13-83 92.3 10-13-83 9·4.1 10-13-83 92.0 10-13-83 92 10-14-83 95.5 10~14-83 96.3 10'-14-83 94.4 10-14--83 -93.0 10-14-83 97.5 10-14-8$ 97.8 10-14-83 I 93.3 '10'-14-83 96 .. 4 _10-14-8} 92. '3 "10-14;,;83 93 ' '10-17-83 . --i" 93 .. 410-17-83~ '. 90. U 1-0-17 -,8:3~ . ,. 96. 7 10-17-8~-, ,.~, .. ··.l , . ~ '-.;.; ... --~ " _ '~ii , .-J • ELEVATION MOISTURE DRY UNIT SOIL RELATIVE TEST 'TEST NO. ' 'LOCATION ' ',OF 'TESTS ' 'PERCENT ' , 'WEIGHT ' 'TYPE COMPACTION DATE' (LBS./CU.FT .. )--'-, 424 SEE PLOT PLA.1~· 243 7.5· 10'4.4 VI 93!4 10 ... 17-83 • 425 " 252 8.6 116.5 VI 94.0 10-17-84 426 " 254 11.1 118.9 VI 95.9 10-17-83 427 " 234 9.9 101.1 XIII 93.5 10-17-83' 428 " 244 11.1 , 106.4 XIII 91.7 10-17-83- ·429 " 256 11.1 118.5 V! 95.6 10-17-83: 430 " .278 9.0 110.0 XVII 92 10-18-83, 431 11 281 ·8.8 112.0 XVII gj . 10-18'-83 432 ." 285 9.6 112.4 XVII 94 10-18-83 • 433 " 288 12.1 112.3 XVII 94 10-18-83 434 " 290 11.0 112.6 XVII 94 10-18-83 435 11 294 12.5 111.6 XVII 93 10-18-83 436 '11 214 11.1 114.9 VI 92.6 10-18-83 • 437 " 215 8.6 116.1 VI 93.6 10-18-~31 438 " 244 11.1 102.2 XIII 9,4,.6 10-18-83~ , 439 " 219 11.1 116.5 VI '93~ 9 10-18-83 i 440 " 244 9.9 107.3 III,XIII92~5 10-18-'83 • 441 " 218 11.1 117.4 VI 94.7 10-18-83 442 " 220 13.6 119.9 VI 96 .• 7 10-18-.83 443 " ·296 6.'0 110.0 XVII 92 10-19-8'3 444 " 298 11.0 10.9.1 III 87 10-19-83 • 44tt-A " 298 11.5 112.1 III 90 10-19-83 445 " 290 12.0 114.6 III 92 10-19-83' 446 " 220 13.6 117.3 VI 9,4.6 10-19-83' 447 " 222 8.7 113.2 VI 91.3 10-19-83 • 448 - " 224 11...1 119~:O VI 95.9 10-19-83· • I 449 " 244 11.1 108.6 III,XIII93.6 10-19-83, 450 " 221 13.6 , 114.6 VI 92.4 10-19-83 1 '93.2 10-20-.83 .. 451 "I 298 ' 13.6 116.6 III • 452' " ' 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 " " '215 . '9.9 115.8 VI ' , ·93.,4 ,10 ... 20-'83, .. .10-2.0-83 ,455 " 250 11.1 116.6 III 93 .. 2 -456 " .218 "', '13. 6 116~0 VI 93.6 ' 10-20-'8.3 ' · ·457 u 288 " 13.6 . 114.6 III ' '91.7 1'0'-20-83 . 458 11 110 .:: 11 .. 1 111.8 Y~,XIV ',93.2 10-20-:8.3,,, , '~ • -.' --~ -~ , ", A-Retest ' ;;' -' . • 1 -.-~,--................ -.. ---~~--,,-.-.. ..... ----------.~-...--~~ ..... ~~ .. ~~~ • TEST NO. 459 • 459-A 460 461 ,462 • 463 464 ·465 466 • 467 468 469 470 • 471 ·472 .473 . 474 ·475 476 477 .:~: 480 481 482 • 483 484 485 .486 487 ,488 489 lt90 • • '491 492 493 ;f.-Retest LOCATION SEE PLOT PLAN " " " " " " " " " " " " " " " " " ." " " 11 " " " " 11 " " " .11' " " " I ELEVATION MOISTURE DRY UNIT SOIL , 'OF 'TESTS "PERCENT "'WEIGHT' 'TYPE (LBS. leU.FT.) RELATIVE TEST '11 COl1PACTION . DATE 11 ... .208 208 187 189 191 212 183 185 218 192 193 234 195 196 235 215 221 224 223 226 197 199 241 201 179 202 203 204 188 184 228 .205 229 230 .206 . 230 :,,: 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' 115.0 117.S· 115.9 112.,6 117.1 11J.~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 . VI ' VI I I.,VI I VI ' ~,"XIV I. VI VI VI.IV VI 87.8 10-20-83 93 10-20-83 94.8 10-21-83 93.5 10-21-83 90.8 10-21-83 94.4 10-1'1-83, 93.2 10.2'1-83 94.9 10-21-83 92.8 10-21-'83 90.3 10-2A-83 90 .• 1 10-24-83 VI 92.7 10-24-83 ~~ VIII 97.1 10-24-83 VI 93.2 . 10-24-83 VI 92.6 10-24-83 VI 92.3 10-25-83 VI,XIV 95.3 10-25-83 VI,XIV VI 93.2 iO-25-83 93.6 ·10-25-83' VI,XIV 91.4 10-25-83 III ,XIII91. 7 10-26-83 III,XIII96.7 10~2~-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· III~XIII95. 2 10 .... 27-83 '.' III 97.D 10-27-83'~ VI . 96.4 . 10-27-:-83 .1 .. VI 93 • .8 .10-77-83 . III~XIIT94 .. 0 1'0-27':"83 I , 107.9 IIl,XIII93.010-27-83" 108 • .8 III~XIII93.8 ,10':'27-83 ';;'1 105. 9 ~·-VI .XIII :91. 3' '10-27~83' f- 110.4 .... III. XIIi95. 2 'jllir~ • TEST NO. 494 • 495 ,496 497 498 • 499 500 501 .502 • 503 504 505 506 • 507 508 509 510 • 511 512 513 514-A • 515 516 517 518 • 519 520 521 522 • 523 524 . . ·525 326 -527 528 529 .' A-Retest • LOCATION SEE PLOT PLAN " " " II II tI " 'II " " " " " II " " ,II II II . II " " II " 11 " " II .11 " . 11 ' , " , 'II ELEVATION MOISTURE DRY UNIT SOIL 'OF 'TESTS PERCENT WEIGHT 'TYPE (LBS./CU",FT.) RELATIVE TEST COMPACTION DATE 244 208 209 245 210 245 211 158 160, 206 243 161 200 161 .245 231 232 245 248 247 247 246 245 263 270 265 262 272 275 246 266 249 251 ,'2'13 212 278 11.1 11.1 13.6 9.9 13.6 11.1 11.1 13.6 11.1 8.6 8.6 8.6 11.1 11.1 11.1 11.1 8.6 13.6 11.1 8.6 8.6 11.1 11.1 11.1 11.1 8.4 '8.6 11.1 11.1 11.1 11.1 8.6 11.1 . 18.0 ' 10.3 10.0 115.5 113.1 108.6 116.3 '114.0 '117.0 117.3 121.0 105.9 111.9 .l16.6 102.9 114.7 117.3 108.0 119.0 114.3 100.6 112.2 104.9 115.7 '98.9 . lis. 4 '116.9 115.4 106.5 114.5 '119.3 115 .. 3 114.8 113.3 . 115.9 114.8 ;105.8 117 .• 4 VI ,XIV , 95.5 10-28-83 I 91.2 10-28-83 III~XIII~3.6 10-28-8~ I :93 • 8 1 0 • 2-8 -8 ~ III III I VI ,XIV XIV' VI ,XIV VI 91.2 93.2 94.6 95.4 90.5 10-Z-8-83[ 10-28-831 10-28-83, 10-31-83' 10-31-83 92.5 10-31-83 , 94 • 1 1 0 -31-83 ' XIII 95.3 10-31-83 VI 92.5 10-31-83 VI 94.6 10-31-83', III,XIII93.1 10-31-83 I VI 96.0 11-01-83'. VI XIII VI VI 92.2 93.2 90.4 84.6 11-01-83 : I 11-0'1-83 ' . i 11.01-'83 11-01-83 VI 93.3 I1-DI-83 XIII 91.6 11-01-83 VI 93.1 11-01-83: VI 94.2 11-02-83: VI 93.1 11~02-831 III,XIII91.811-02-83 1 VI 92.3 11_02~831~. III ,XIII92. 611-'02-'83, III,XIII92.2 11-02-8~ VI 92 • 3 11-02 ... ·83' VI VI VI XIV III 91!4 11-02-83 93,.5 11-02-83', 92.6 11-02-83: .90 -11:"'03-83" 94 .11-03-83: ;115.2 .. ,' ''fII ,.. '92, .. 11-03--83~ .~." • TEST 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 SEE PLOT PLAN " " " \I " " " 11 11 " " " " " " " II " " tt \I " \I \I " '\1 11 " " " " II .11 II " ELEVATION MOISTURE DRY UNIT SOIL RELATIVE TEST OF 'TESTS 'PERCENT "'~IGHT 'TYPE 'COMPACTION DATE (LBS .J CD • FT. ) .255 211 213 214 265 .254 279 272 216 219 248 245 210 249 221 246 246 245 246 247 248 247 2.42 245 238 247 248 248 249 249 249 250 174' 175 250 250, 7.0 14.,6 11.3 10.4 11.1 11.1 11.1 13.6 8.7 11.1 11.1 8.7 13.6 11/1 11.1 13.6 11.1 8.7 11.1 13.6 ll.1 11.1 9.7 10.5 10.0 14.4 17.2 21.3 11.1 13.6 16.3 13~6 1,1.1 . 8 .. 7 12,.9 ,20.1 115.9 112.9 115.6 118.6 108.1 113.7 117.7 102.8 113.8 98.3 117.3 114.2 114.5 114.3 99.0 116.3 109.5 114.2 113.7 110.1 111.8 114.4 117.4 116~8 109.6 109.3 109.0 10.8" q 106.9 112.4 VI VI VI VI 93 11~03-83 91.1 11-03-83 92.5 11-03~83 95.6 11-03-,83 III,XIII93.2 11-03-83 VI 91.7 11-03-83 VI 94'.9 11-03-83 XIII 95.2 11-03-83 91 • 8 11-0 4·-83 91.0 11 ... 04-83 i VI XIII VI 94.6 11-04-:83'1 I VI III XIII VI . XIV VI VI XIV VI VI VI 92.1 11-04-831 , I '92 .• 3 11-04-83' 91.4 11-04-83 91.7 11-04-83 93.8 11-04-83 93.6 11-07-83 92.1 11-07-83 91.7 11-07-83 -94.111-07-'83 90.2 11-07-'83 '92.3 11-07-83 95 11·-07-83 VI 94. 11-07-83 Xly,VI 91 11-07-83 XIV 93;4 11-08-83 XIV 93.2 11-08-83 XIV 92.4 11-08-83 XIV 91.4 11-08~83 VI 90.7 11-08-83 107.2 XIV 91.6 11-08':'83' 94~:8 -: 11-08,..8{ 9.5.2 11-08-83. 110.9 XIV 118.0 VI 117.6 VI 109.7 ", XIV 111.:8 XlV -. 9·4.-8 11-08-:831 , r 93. 7 11-09~83J 95 .. 6 ,'11-09-83, ... ~.:: • TEST, 'NO,., , :LOCATION. , 566 • 567 568 569 570' • 571 572 573 • 574 575 576- 577 .578 579 580 581 .582 583 584 585 .586 587 588 589 .590 591 I 592 I . : 593 .594 59S' 596 .597 '598 • ·.599 . 600 -601 • SEE PLOT PLAN " " " " " " " " " " " " " " " " " " " " " " " " " " " " " 11 "I ELEVATION , 'OF TESTS 248 251 251 249' 251 251 250 252 250 252 253 175 176 252 253 252 251 253 254 178 254 253 252 252 254 255 218 255 255 255 256 158 152 162 163 ,,161 MOISTURE DRY UNIT SOIL RELATIVE TEST , 'PERc:;ENT ' 'WEIGHT 'TYPE' 'COMPACTION DATE (LBS. jeu .FT. ),--' . 16.3 14.9 11.1 13.6 14.9 13.6 14.9 '11.1 16.3 13.6 13.6 8.7 ,8.7 19.0 13.6 13.,6 11.1 13.6 16.3 13.6 13.6 11.1 13.6 13.6 16.3 13.6 13.6 11.1 .15.0, 11.8 14.0 , 11.9 12.0 12,.1 17.4 15.0 108.1 110.6 107.4 110.1 109.3 108.8 107.4 197.8 110.2 107.2 119.4 1i5.8 117.2 111.9 109.2 108.9 108.2 112.4 .106.2 116.1 114.9 114.5 108.9 110.9 105.7 110.5 115.0 115.4 112 .• 1 108.9 111~'8 113,.1 113.0 112.9 111.4 113~1 XIV XIV XIV XIV XIV XIV XIV XIV XIV XIV VI VI VI XIV XIV XIV XIV VI ,XIV VI VI VI VI XIV XIV XIV XIV VI VI XIV XIV XIV VI 92.4 11-09-83 94.5 11-09-83 91.8 11-09-83 94.1 11-09-83 93.4 11 .... 09-83 93.1 11-10-83 91.8 11-10-8~ 92'.2 11-10-83' 94.2 11-10-83 91.6 11-10-83 96.3 11-10-83 '93.4 11-10-83 94 • .5 11-10-83 95.7 11-14-83 93.4 11-14-83' 93 .• 1 11-14-83 92.5 11-14:-83' 93.7 11-14-83 90.8 11-14-83 93.6 11-14-83 92.6 11-15-83 92.3 11-15-83 '93.1 11-15-83 94.8 11-15-83 90.3 11-15-83· 94.4 11-15-83 92. 7 11-15-8,~ 93.1 11-15-83 96 11-16-:83 • 93 11-16-'83 ' 96 11-16-83 ' 91 . '11-16-83' VI 91 11-16-83' .1'1,..16-83, , 11-17 .... 83,: 11-1:7 -,8 3,; VI '91 VI,III ,92 VI,XIV 94 Of '~ ~t ,'. ".r . --,.::.-9 j' ~ I I /' I. ELEVATION MOISTURE DRY UNIT SOIL RELATIVE TEST TEST NO'. ' 'LOCATION ' 'OF 'TESTS ' PERCENT .. 'WEIGHT . "TYPE 'COMPACTION DA8:'E· (LBS. 7 cu. FT. ) --...,-' 602 SEE PLOT PLfu~ 158 14.5 112.6 VI 91 11-17-83 • 603 " 222.5 11-17 ... 83 604 " 256 13.6 107.3 XIV 91.7 11-17-83 605 ." 256 11.1 110.7 XIV 94.6 11-17-83 606 , " 257 13.6 106.2 XIV 90.8 11--11-83 • 607 " 171 20.1 110.0 XIV-95 11")"18-.83 608 " 173 18.0 108.2 XIV 92 11-18-83 609 " 257 18.2 107.8 XIV 92 11-18-83 61,0 " 257 10·9 109,.0 XIV 93 11-18=83 • 611 " 140 13.4 112.8 VI 91 11-18-83 612 It 243 15.0 113.4 VI ,92 11-18-83 t 613 It 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--8J 616 " 251 13.6 115.8 III 92.6 11-18~83 617 JI 253 11.1 117.3 III 93.8 l1-1E-83 l .618 " 211 14.9 116.1 VI 93.6 11-19-83' 619 tt 204 16.3 113.8 VI 91.8 11-19-8.3, 620 tt 198 11.1 114.3 VI 92.2 11-19-83 621 tt 193 8.7 118.3 VI 95.4 ,,11-19-83 .622 " 188 11.1 119.4 VI 96.3 11-19-83 ,623 11 185 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 ' ¥I 93.8 11-19-83 .626 " 180 9.9 118.2 VI. III 95.3 11-19-83.' 627 It 179 14.9 117.8 VI 95.0 11-19-83; 628 '11 258 13.6 108.5 XIV' 92.7 11-28-83' 629 "I 17D 17.6 Hl8.8 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 11-28-83~1 . ::632 ,II 235 13.6 112.3 XIV,VI 93,.6 .11-28-83 j -633 -, .1I . -172 --. -16.3 . . 114.5 III,VI' 92.3 . 11-28-834 .634 If 172 14;9 118.5 VI 95.5 1l~28-83~ , . ,~. .63.5 . -11 224 12.-4 . . .117'.8 VI 95 .. 0 ' 11-29-83:-' , " ' ;,r '636 . . " 222 11.1 108.0 VI ' 87.8 .11-29-B~L .. < ;'637 ." 226 " 11 .. 1 116.1 VI >93~6 11-29-8':3'-,,' .. ,,~ • " '\ . . . " ......... _.-.--~ .... '" J1I:1 ~,,~ ..... ~_S"~-~ ... ~----- • TEST NO. 674 .675 676 677 678 • 679 680 681 682 • 683 684 '685 686 .087 688 "689 690 • 691 ·692 693 . 694 .695 699 697 698 • 699 700 701 702 •. 703 704 705 706 .707 ·708 . 709 . -710 • 'LOCATION SEE 'PLOT PLAN " " " II " " " II " " " " " '11 " " " " " ,II " " " " II· " " ." ' tI " . l' " " " 4'· - ELF.;YATION 'OF 'TESTS 241 2·64 258 262 217 211: 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 SO~L RELATIVE TEST " 'PERCENT " 't\TEIGHT "TYPE' 'COMPACTION' 'DATE (LBS • leu. FT .. )-----.- 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 VI 92.4 12-07--831 107 .• 8 XIV 92.2 12-07-8.31 , 110.6 XIV 94.5 '12-07-831 110.0 115.4 115.4 108.6 106.8 108.0 114 .• 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 1'06 .. 8 110.2 XIV,VI III III 91.6 12-07-83 95.9 12-07-83 92.3 92 XVI XVI XVI ,," 91 12-07-83 12-07-83. 12-07-83 1 1 12-07-83 12-08-83 IX IX XVI XVI VI VI,XIV VI 92 92 90 92 92 12-08-83 12~08-83 12-08-83 94.2 12-0J3-83 92.9 12-08-83 90.4 12~08-83 XVI 90.9 12-09-83 XIV 93.4 12-09~83 XIV 92.4 12-09-831 VI 95.7 12-12-83' l,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-'8$ XVI 92,.5 12-14-83" XVI XVI _ tl .90.5' .12-14-8311 97.2 " 12-14-8Si I , , 110.1 XIV· ,94.1 12-14-'83 108.:9' ... :XIV n.3~-8~ '., _________ -.... _~ _______ --.... "" .... ~~~l"I~...........;_""..,....\ ,,~_......._..-._~-I ""' ..... ""I:U_·~1 ~-~I ------- • ELEVATION MOISTURE DRY UNIT SOIL RELATIVE TESr 'TEST NO. 'LOCATION ' 'OF 'TESTS .' 'PERCENT ' '"Vv"'EIGHT 'TYPE cm,iF ACTION DATE (LBS./Cll.FT.) --. 71i SEE PLOT PLAN 261 11.5 106~8 . XIV 91 12-15-8.:l • 712 11 264 10.0 ·105.9 XIV 91 12-15-83 713 II 263 g·.o 104.9 XIV 90 12-15-83 714 II 266 10.6 1,05.7 XIV 90 12-15-83, 715 'II 268 11.0 106.0 XIV 90 12-15-83' • 716 11 270 12.4 115.1 III 92.1 12-15-83 717 II 272 12.9 107,.8 XIV,XVI 92.2 12-15-83. 718 t1 274 11.7 110.7 XIV,XVI 94.6 12-15-83: 719 II 276 12.6 109.5 XIV ,XVI 93.6 12-15-83 • 720 fl 269 11.0 108.0 XIV 92 12-16-83' 721 fl 276 9.5 108.2 XIV 92~5 12-16-.83 722 fl 278 11.8 115.5 III 92.4 12-16-83, 723 II 281 14.1 106 •. 7 XIV 91.2 12-16-83 • 724 II 269 13.6 111.8 XIV 95.6 12-16-83- 725 II 283 . 14.4 109.7 XVI 92.7 12-16-83 726 " 209 12.9 115.3 III 92.3 . 12-16-83 *727 II 160 11.0 99.0 VI 83 12-18-'83" • 72"8 " 208 15.6 113.7 III 91.0 12-19-83 729 II 209 16.3 117.0 III 93.6 12-19-83· 730 tl 209 13.3 116.2 III 92.9 12-19-83. 731 fl 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 ,11 156 15.0 106.0 XIV 91 12-20.-83' 735 II 158 13.0' 105.8 XIV 90 ' 12-20-83 .• '136 . 11 163 11.0 112.7 VI 91 12-20-83 737 II 164 11.5 113.0 VI 91 12-20-83 738 " 210 11 .. 0 103.2 XIV 91.9 12-2.0-83 .. 739 ,II 211 13.9 107.5 XVI 92.1 . 12-20-83-• 740. II 211 13.4 108.6 XVI 93.8 12-20-'83 741 11 207 11.7 110.7 VI 96.8 12 .. 20-83 -.'.342 '. fl .. 185 .. 9 .• 9 120.1 VJ: . . 96.:6 12-20-83 _. -~"-. -_. . 743 11 209 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 i2-21-83" , 746 . .Ii 176,' 14~5 '10·8.0 . XIV ·92 ~2-21-83 .. . --~~ " . '*Native ,~'" Soil l~J ;~ ...... ~ . • • ~.," ." -. ....... '" ~._~ ,_':'~T-~~'~~'~~~ • ELEVATION MOISTURE DRY UNIT SOIL RELATIVE TEST TESt NO. LOCATION OF' TESTS 'PERCENT :WEIGHT "TYPE' 'COl'1PACTION ' 'DATE (LBS.lcu.FT.)-------- 747 SEE PLOT PLAN 214 10.0 109.8 XI 88 12.,.21.,.$3 .748 " 218 12.0 109,.0 XVI 92 12-21-83 I 749 " 166 13,5 97.2 XIV 83.1 12-21-83] " 14~9 I 750 212 117.8 I 9'5.0 12-21-83 1 749-A " 166 14.4 110.2 XIV 94.2 12-21-83 .75l " 168 13.0 114.8 I 92.6 12-21-83 752 " 213 13.3 110.8 XVI 93.9 12-21-83 ~ 753 " 219 14.6 106.7 XVI 90 12-22-83 754 " 219 13.0 107 .. 2 XVI 91 12-22-83 .755 " 220 14,.2 106.9 XVI 91 12-22-83 756 " 220 10.5 113.5 I 91 ' 12-22-83 757 " 215 13.6 114.6 VI 92.4 12-22·-83 758 " 216 15.2 106.2 XIV 91.8 12-22-83 .759 " 217 14.5 111.9 XVI 93.9 12-22-83 I ] 760 " 152 10.0 117.0 III 94 12-23-83, , , . 761 " 221 10.5 114.0 I 92 12-23-83 762 1I 222 14.0 112.6 VII 91 12-23-83 .763 " 222 15.0 112.4 VII 91 12-23-83 -764 " 169 11.6 114.8 vt 92.6 12-30-83 765 " 166 11.5 115.4 VI 93.1 ' 12-30-83 766 " 158 11.3 110.0 XVI 93.2 12-30-83 .767 " 160 13.8 110.8 VI ,XVI 91.6 12-30-83 1'68 " 230 10.8 120.2 II::r,T 96.2 01-03-84 }69 " 238 14.1 111.7 XVI 94.7 ,01-03-84 770 " 234 10.9 115.5 III 92.4 01-03-84 .77i " 154 125 114.9 VI 92.7' 01-03-84 772 " 156 10.9 118.7 VI, 95 .• 7 01-03-84 77'3 " 162 16.0 112.0 XV 96 01-04-84 774 " 162 15.5 112.8 XV .. '·96 01-04-84 -775 " 178 16.2 111.0 XIV 95 01-04-84 776 .f! 180 11.4 115.0 VI ·93 01-04-84 777 ' ." 164 . 12.0 110.2 XV ','94 . 01:-'04-84 . --~ ... _-. --,--. -.,,---. '-778-' , ,f! . , -1"64 14.0 'l11~0 XV '''95 -01-04-84 ... .779 " 185 16.0 110.0 XIV -94 ___ 01~O'4-B4~ 7.80 11 , 186 14~0 ' 10B.2 XIV 93 . 01-04=84 ·'~781 ' ,II -182 '12.6 112.4 XVI ::',95 3 .. ;Ol-04-84i , ., -782'" 11 ' . .. 138, . -14,~9 . '119.3" "., III" 92;:3 ~-8~ .-.' ' a-Retest . : ,I , , -~-~ ............. ~"....--~,~~"'~~~~~. • ELEVATION MOISTURE DRY UNIT SOIL RELATIVE TEST TEST NO. LOCATION OF TESTS ' 'PERCENT 'WEIGHT ' 'TYPE ' 'COMPACTION' 'DATE. (LBS./CU.FT.-) - 783 SEE PLOT PLAN 239 13.6 118.3 III 94.6 01-04-84 784 " 166 11.3 110.0 XV 94 01-05-84 • 785 " 166 12.0 115.2 XV 94 01-05-84 786' " 190 15.0 110.0 XV 94 01-05-84 787 " 168 15.0 113.0 XV 97 01-05-84' 788 tI 168 12 .. 0 110.8 XV 95 01-05-84 • 189 " 169 12.6 111.2 XV 95 01-05-84, 790 " 189 12.7 105.5 XIV 90 01-'06-84 . 791 " 191 13.0 106.3 XIV 91 01-06-84' " 112.8 i 792 196 12.9 VI 91 01-Q6-84 • 793 " 113.6 01-06-84 190 13.0 VI 92 794 " 170 12.2 114.9 XV 93 01-06-84 795 '" 172 9 .• 0 112.4 XV 96 01-06-84 796 " 170 12.0 110.5 XV 94 01-06-84. • 797 " 198 11.5 113.0 VI 91 01-06-84 t t 798 " 196 13,.2 114.0 VII '92 01-06-,84' 799 " 200 13.0·, 106.5 XVI 90 01-06-84 80'0 " 175 12.7 116.6 XV 95 01-06-84 • 801 " 178 14.0 112.0 XV 96 01-'06-84 802 " 178 12.0 116.1 XV 95 01-09-84 "803 " 177 13.0 116.6 ' XV 94 01,...09-84 8'04 " 178 16.6 115.3 XV 94, 01-09-8,4 . • 805 " 242 11.7 119.2 III 95.3 01-09-84 806 " 244 16.0 116.6 III 93.2 01-09-.84 807 ." 181 14.7 113.9 VI 92.6 01-09-84 8'08 " 233 10.7 110.2 XVI 93.4 01-09-84 .' 113.3 96.'0 01-09-84 809 " 178 15.1 XVI 810 " 174 13.6 11.1.1 XVI 94~9 01-09-84 . 811 " 178 12.8 1i4.£ VI 95.5 . 01-10-84 • '812 " 180 14.5 108.3 XVI 95.5 01-10-84 813 " 236 9.7 118.7 III,VI 95.7 01-10-84 814 11 243 . 11.7 117.0 III. 93.6 01-10-84 815 " 221 14~9 110 .• 4 VI.XVI· '91.2 . 01-10-'84~ '- 816 " 223 . 13.6 115.8 VI '93.4 01-10-:84 • 13.6 'i16~'8 93.5 ,01;..10-'84 817 ." 248 TIT 818 " 223 9.9 . 112.0 VI 90.3 01-11-84 . "f. . ·81~f:···:· ' ." . 225 13.6 115 .. 9 III ' 92.7.:01-11-84:'- --'-" ~ " -~ . ~ i; • .-. ·-f , ' J , . ., " t.'I'~_~""!"'":-'l'_~'~"i.-"~~."","~:-~,~~ ......... i ________ ... ,.,._~.-____________ ~~~\".._ ........ ' • TEST.NO. 820 821 -822 823 824 825 ~826 821 828 829 8 830 831 832 833 8 834 835 836 837 • 838 839 840 .841 842 843 844 .84? 846 847 848 849 • 850 851 .. 852 --.-' .853 :854 855 '856 • LOCATION SEE PLOT PLAN " " " " " " " " " " " " JI " 11 II 11 II " " " " 11 II " " -II -.11 -.-." -. _. ." " II ELEVATION MOISTURE DRY UNIT SOlI.. RELATIVE TEST COMPACTION DATE, OF TESTS . 'PERCENT WEIGHT TYPE -----,.- 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 13!6 16.3 13.6 14.9 14.9 16.3 11.5 12.2 11.8 14 .• 9 15.2 17.6 19.0 16.3 14.9 13.6 13.6 16.3 14.9 16.0 , 16.5 19.0 16.3 17.6 17.6 21 • .0 20.4 13.6 11.1 16 .• 3 . 19.0 16;3 . 14.9 ,13.:6 . 14.0 18.0 . (LBS·. /CU.FT.r- 110.3 114.5 115.6 114.7 116.6 15.8 110.2 108.0 109.3 107.6 116.9 109.3 108.5 116.2 113.6 120.6 117.7 115.6 114.3 117.3 110.0 109.4 IJ6.7 115.1 111.9 115.6 108.3 107.0 105.9 .106.1 110.1 '110.8 108·~6 ,- 113.7 • XVI 111,1 VI I III 111,1 III XVI XVI XVI XVI III XVI XVI VI VI III VI VI III VI, I XIV XIV VI VI' VI VI XIV XIV XIV' XIV XIV XIV· XIV -- VI -93 ~ 4 01-11-84 91.6 01-11-841 93.2 01-12-84 91.8 . 01-12--84 93.3 '01 ... 12-84 92.601-12-84 93.4 01~12-84 92 01-13-84 93 ,01-13-84 91 01-13-84 93.5 01.13-84 92.6 01-13-84 92.0 01-13-8·4 93.7 01-13-84 91~6 Dl-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 Dl-17-84 94 01-17-84 94.101-17-84 92!8 01..;17-84 90.2 01-17-84 93.2 01-17-84 93 01-18-84 9101-18-84 90.5 01-18-84 90.7· 01-1'8-84 94.101-18-84 94.6 01-18-84 92 .• 8 -01-18-84- 91.7 01-18-84 ,117 .. 3VI 94. '6 ' ':01"':18-84' 107.5 XIII 92· '01-19-84 103 •. 0 .. ~_. XIV. :. 91~-·01-19-84' .: ..... ~ ... ," . ~ " . . '. . , . . ---- ~EST .. NO. ELEVATION MOISTURE DRY UNIT SOIL ·RELATIVE· TEST LOCATION . 'OF 'TESTS . 'PERCENT .. 'WEIGHT ... TYPE . 'COMPACTION . '.DATE . (LBS./CU.FT;) 857 SEE PLOT PLAN 206 16.0 10-7.3 XIV 92 01-19-8.4 858 " 190 14.9 110.6 VI.,XIV 92.1 01-19-84. • 859 II i92 17.6 113.1 VI 91.2 01-19-84· 860 u 194 14.9 105.8 XIV 90.4 01-19-84 .861 " 196 14.9 113.8 VI,XIV 94.9 01-19-84 862 " 198 13.6 113.3 VI 91.4 01-19-84 • 863 " 201 14.9 109.7 XIV 93.8 01-19-84· 864 " 194 16.3 115.8 VI 93.5 '01-19-84 865 " . 276 11.6 115.4 II, VI . 93 01-20-84 :866 " 279 10.7 114.8 II,VI 92 01-20-84. • 867 " 277 10.3 115.0 II,VI 92 01-20-841 868 " 284 8.0 116.0 II 93 01-20-84j' 869 " 20·6 17 .. 0 109 .• 0 93 . [I XIV 01-20-84': I '87.0 " 286 11.5 115 .. 2 VI 93 .01-20-84 • 871 " 252 19.0 107.5 VI -86.6 01-20-84 872 tI 282 '14.7 117.5 VI 94.8 01-20-84 .873 " 283 13.6 114.2 VI 92.1 . 01-20 .... 84 874 " 160 13.0 115.0 VI 93 01-23-84 • 875 " 161 10.0 113.1 VI 91 01-23-84 876 1. 166 12.0 110.5 XVI ·94 01~23-84 ·81'7 " 171 11.0 111.0 XVI 94 .01-23-84 878 " ,178 12.5 115.5 VI 93 01-23-84 • 879 " 188 10.0 109.1 XVI 92 01-23-84 880 1. 207 8.0 111.2 VI' 90 01-23-84 881 " 222 . 14.0 115.8 VI '93 '01-23-84 882 " 238 13.5 115.3 VI . 93 01-2.:3-84 • 883 " 253 18.0 109.8 XIV 94 01-23-84 884 " 212 13.6 107.3 XIV 91~7 '01-23-84 885 " 208 20.5 l08.8 XIV 93.0 01-23-84 886 " . 216 17.6 108 .• 1 XIV 92.4 . 01-23-84 • 887 " 266 19.0 110.3 94.3 . 01-23-84 . XIV :888 11 260 16 .. 3 108.7 XVI .92.1 01-23-84 889 " 219 ' 16.3 109.5 XIV 93.6 01-23-84 .....: 890 " 251 11.5 118.0 VI 95 ·01~24-84 ., :··.·891 .. " '263 '1.5.0 ' 113 .• 0 XIV., XVI 96 .' .01-24-8li.~ 892' . ,tI 271 .14.0 108.1 XVI 92 ' 'Ol-24-84'~ .. , -893 .. " . 274 12.5 . 112.6 . .VI,XVI . 93. 01.-24-84', .' ;'-. 0'.. ~ .. .. . '. ~ : I~·U !" •. ... :t- , : .~.. .J , j ........ ""' ___ ~ _____ . ____ ~ __ "_~'~"'"'"_"":I._f ___ '!l..,.",.,...,,..~"""""""_"!lt'~·'·· .~~~~.""-~~'~~$ 8 .... ;;;A~ ... ' .~.,,:!, .. ,_~ , , ~ST ·NO. . . . . .. ELEVATION MOISTURE DRY UNIT SOIL RELATIVE TEST i LOCATION 'OF 'TESTS . ':PERCENT WEIGHT TYPE COMPACTION 'DATE i (LBS./CU.FT.) ~1 894 SEE PLOT PLAN 266 15.5 109.1 . XIV 93 01 ... 24-84 895 tI 255 13.0 117.0 VI 94 01-24-84, • 896 11 13.5 115.4 ,I 242 VI 93 01-24..,.84; 897 II 23.0 '12 • .0 112.3 VI ·91 01-24-84 898 II '218 12.6 114.5 VI 92 01-24-84 ,899 " 2·.04 20.2 108.3 XIV 93 .01-24-84 • 9.0.0 '" 2.02 19.4 1.07.6 XIV 92 01-24.,.$4 9.01 II 20.3 19.0 108.0 XIV 92 01-24-84 902 II 211 16.3 1.09.6 XIV 93.7 01-24-84 .9.03 tI 222 14.9 107.4 XIV '91.8 01-24-84 • 9.04 II 268 11.1 112.3 VI 90.5 01-24-84 9.05 II' 261 13.6 109.3 XVI 92.6 01-24-84 '9.06 " 199 18.0 108.6 XIV 93 .01-25-84 907 " 197 16~D 1.07.3 XIV 92 .01-25'-84 • 9.08 11 20.0 15.5 106.5 XIV 91 01-25-84 - 909 " 199 ' 14.0 117.0 VI ,94 '.01-25-,84 910 " 196 12.0 ·115.1 VI 93 01-25-8:4 911 11 203 13.6 111.3 XVI 94.3 01-25":84 • 912 " 206 14.9 112.1 XIV 95.8 01-25-'84 913 " 205 17.0 107.0 XIV 91 01-26-84 914 II· 207 16~ .0' 107.8 . XIV 92 01-26-84 915 11 266 11.0 116 • .0 II 93 .01-26-84 • 916 11 279 13.6 117.4' III 93.9 01-26-84 917 11 268 11.1 108.6 XIV 92.8 '01-26-'84 918. II 273 14.9 107.4 XIV 91 ~B 01-26-84 .·919 11 281 14.9 117.1 III 94 . .01-27-84 • 920 11· 274 13.6 115.2 III 92 01-27-84 '921 11 271 14.'9 116 .• 2 III 93.0 01-27-84 922 11 279 13.6 108.5 XIV 92.7 01-27-84 923 11 282 13.6 116.7 VI 94.1 01-27-84 • 924 tI 270 13.6 113.2 VI 91.3 ·01-3.0-84 , 925 11 282 14.'9 1.06.2 XIV 90.8 .01-30.,..84 ,926 'U 272 -.. 16 .• 0 112 • .0 " VI+I ... 9.0 . ,-.01-30-,84 '-' --. 927 11 277 16.8 111.8 ' "VIII 90 .01-30-84 • .< 928 "II '168 11.0 JO'9.0 XVI 92 .01-30-84 -f 929 'n 171 10.2 108.6 XVI 92 01-30...:84 .. -, -::;;,.. '930. .tI 274 13 .. -6 111.7 'XIV,IX 92 01-30-,84 _ J -~~-"': ---::-': t, ,~<", • ' . . .. ~ -. ~ ~, .. l .. _ ............ _ ...... • ..... _ ... ~~_-;O :04"""""" o:'I-.._~""H''''''' ____ .,.-:-__ ~--I-,..... -~~,~~~ "'-i" __ ~ ___ # " "~'L~~ , ' >' ~ ',..' >J; .ST 'NO. LOCATION 931 932 • 933 934 935 936 • 937 938 939 940 • 941 942 943 944 .945 I 946 I I 947 I I 948 i.949 i 950 I 951 i ! 952 i,e 953 ! 954 I 955 956 ·'957 958 . 959 960 ·961 962 963.' . I .964 :····965 I ! '966 I 967 .' SEE 'PLOT PLAN " " " " " " " " " " " " " " " " " " " " " " " " " " " " " " H 11 '" 11 " ELEVATION MOISTURE DRY UNIT SOIL RELATIVE TEST Of TESTS PERCENT HEIGHT TY'PE CO}1PACTION Dal'E' 270 280 280 279 276 275 277 262 269 254 196 198 207 200 148 155 157 154 159 -1'61 209 213 226 228 277 278 218 221 223 225 227 229 230 285 . 231 :287 288 17.0 13.6 14,.2 15.3 13.8 12.0 15.0 16.0 15.0 14.0 16.0 14.5 14.0 15 .. 0 12.0 12.5 11.0 12.0 11.0 12.2 12.0 16.0 14. O. 12.0 13.·5 14.0 12.0 11.5 11.0 12.0 12.0 11.0 .,11.5 14.0 1i .. 3 11.0 '. 10~3 (LBS. /CU.FT .)=- 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.B 114.5 114.9 116.0 115.5 118. S- 117.0 117.8 103.0 116.5 107.0 107 .. 2 XIV 91 01-30-84' XIV 90 01-3i-84 XIV 91 01-31-84 VIlI,XIV 92 01-31-84, XIV 91, 01-31~8A: XVI 93 01-31-84: XIV 91 O~-31~84- IX 92 02-01-84 IX IX IV XIV XIV XIV VI VI VI VI VI-'- III VI XIV XVI XV! IX II ' I I II 91 93 95 95 93 92 94 95 94 94 95 96 93 '93 93 93 02-01-84 j 02-01-84 I ., 02~01-84 'I -02-01-,84 02-0,1-84 02-01-84 02-02-84 02-02-84 02-02.,.84 02-02-.84 02-,02-'84 02-02-84 02-02-84 02-03.,.84 02-03-84 _ '02-03-8-4 . 93 02-06-84 93 02-06--84 - 92 02-06-'84 92 ,02-06-84 93 02-09-84 . IT 92 02-09-84 02-10-84 . 02-10.,.84 .02-10-84 . 02-10-84,. II 95 II 94 . .. II .. --. -. '94 XIII II 95 .. 93 -, {)2~'tO-·84 ~. II,XTII 1:I,XIII 92 . .D2-13-8k -.1\1. 92 .~-8£1 • .-;:-----:=c'- .. ----.-, '-:.ST NO. LOCATION 968, 969 .970 971 972 973 • 974 975 976. 977 .978 979 980 981 .982 983 984 985 .986 '987 988 9,89 .990 991 992 993 .994 99.5 996 997 ·998 , :999 1000 , 1:001 • 1002 .'. ,1'003 , "'10'04 . • SEE PLOT PLAN tI " " " tI " tI " " 1.1 " " " It tI " " " ," ' tI " " " r! .. , ,r! " " " " " ,11 ' 11. 11, ELEVATION MOISTURE DRY UNIT SOIL RELATIVE TEST O~ TESTS PERCENT WEIGHT TYPE COMPACTION DATE (LBS. ICU.FT.) 256 268 279 285 286 287 288 '290 292 248 261 273 201.8 201.5 201.5 278.0 240.0 205.5 225.0 227.8 '230.6 221 21.5 211.7 208.6 2eO.5 281.3 281.8 282.2 282.6 ~ 285 '284.2 283.4 .. 283.1 . 217.0 ," . 231 232 11.5 9.8 11.0 10.5 11~0 10.3 11.4 10.5 11.0 10.5 11.5 10.0 10.0 13.0 14.5 , 10.0 11.5 11.4 14.0 14.5 10.0 14.0 14.8 11.2 12.0 10.0 14.0 13 .. 5 12,0 14.6 12.0 13.0 12.8 14.0 7,;1 . ",7 .. 1 ' ' .. ·8.7 106.8 107.6 11,6.6 116.8 116.0 115.9 117.0 115.4 115.8 116.0 117.0 116.4 114.0 107.0 107.5 116~0 111.0 106.8 116.7 115.2 121.0 107.9 109.8 108.8 108~5 118.8 116.0 115.8 115.0 114.0 113.5 114.0 .115. b 116.0' '116.'9 II,XIII 92 II,XIII 92 II 93 II 93 II 93 II 93 II 94 II 92 II 93 1193 II 94 II VI XIV XIV II XII XIV IX XVI II 93 92 91 92 '93 91 91 94 98 97 XIV 92 XIV 94 XVI: 92 XVI 92 II 95 XIV 99 XIV,XVI 99 XIV,XVI 98 xrt, XVI 97 XIV,XVI :97' 02-13-84 ,02-13-84- 02-13-8,4 02-14-84- 02-14-84- 02-14-84- .02-14-84- 02-14-84- 02-15-84- 02-15-84- 02-15-84 02-15 ... 84 02-15-84 02-15-84 02-15-84 '02-15-84 02-15-84 02-17-84 02-17-84 :02-17-84 I '02-17-84 02-21-84 02-21-84 02,-21-8·4 {)2-21-84 02-23-84 02-23-84 :02-23-84 :02-23-84 D2-23-84 02-24-84 I XIV , XVI -97 '02-24-84 XIV , XVI .98' .. D2~24-84 XIV., XVI 99 02-24-'84 : . VI 94.3 04-28-84: 120.:1,',VI 96.8 04.28-8·4 . 95.1 ",04~28'-'84' ", '~i~' . " . ~·t.~r~ ,', ' ', .. , ,. ,-.', : ":~~ J17~9. VI" . '. ., ~EST NO. 1005-- 1006 ~007 1008 1009 1010 ~011 1012 1013 1014 :·1015 1016 1017 1018 ·1019 1020 1021 1022 -1023 1024 1025 1026 -1027 1028 1029 .1030 1031 .- •• ! r~-, f LOCATION SEE PLOT PLAN " " " " ,11 " " " " " " 11 " 11 'II II. 11 " 11 ," " 11 " 11 11 " ELEVATION MOISTURE OF TESTS PERCENT 233 10.3 234 10.3 245 10.3 250 7.1 254 8.7 254 8.7 '255 7.1 295 5.6 254.5 11.9 254 13.6 254.6 8.7 253:2 9.9 253 7.6 ""256 8.7 258 8.7 "261 11.1 262 7.6 240.5 11.1 213 9.9 1!iJ9 8.7, 189 13.6 183.5 11.1 180 7.6 178 '7.6 160 8.7 271 9.9 260 11.1 ' DRY,-UNIT WEIGHT (LBS. ICU.FT.) 119.0 116.8 116.1 114.7 121.1 115.9 117.3 118.9 116.6 119.3 117.2 116.2 114.7 116.3 117.6 119.6 116.6 117.1 113.2 118.8 116.0 114.3 119.6 117.7 120.4 116.3 117.4 SOIL RELATIVE TEST TYPE COMPACTION 'DATE VI 96.0 VI 94.2 VI 93.7 III,VI 92.1 III 96.9 III,VI 93'.'1 III 93.8 III 95.1 VI 94.0 VI 96.1 VI 94.S VI 93.7 VI 92.5 VI 93.8 II1,VI 94'.1 JII,VI 95.7 VI 94.0 VI 94.4 VI 91.3 VI 95.,8 III,V 92.8 III 91.4 TIl 95.7 VI 94.9 VI 97.1 VI 93.8 VI 94.7 04-28-81 0'4-28,.;;8 1 04-28--81 04-28-8. 04-28-8· 04-28-8, 04-28-8, 04-28-'8 04-28-8 04-28-8 04-28-S. 04 ... 28-8 05-01 ... 8- 05-01-8- 05-01-& 05-01=& 05-01-:a- 05-01-'8' 05.,.01-E 05-01':"£ 05-02-·f 05-02-'E 05-02-£ 05-02-f 05-02-f 05.,.02-f 05-02-'~ .. . r '. , ... • • 15307 MINNESOTA AVE. PARAMOUNT, CALIF. 90723 SOILS ENGINEERING-ENGIlEERlNG GEOLOGY (213) 633-8152 ------~----------~--~--~~----------------~--~~~----~ • • • • • • • • • Project No. 1109-083 Action Geotechnical 1630-G South Sunkist Street Anaheim, California 92806 Attention: Mr. Roland Acuna March 16, 1984 Your Project No. 3869 Subject Reference: Carlsbad Tract 76-15 Mola Development Carlsbad, California Gentlemen: This is to report the results of geologic observations and measurements taken during the rough grading of the subject tract, and to submit our final liAs Graded" Geologic Map, Sheets 1, 3 $ 4, 5, and 6,. attached. Inspections during the course of grading were performed, on all intermittent basis, at the specific requests of Action Geotechnical personnel. Such inspections covered the period from August 8, 1983 through February 20, 1984. Our work on this project consisted of; mapping and noting the pertinent geologic features whene~posed, observing certain alluvial clean-outs and certain keyways, performing consul tations regarding buttress design recommenda'tions, noting adverse features when encountered (and transmitting these findings to Action Geotechnical personnel, either in person or by telephone), together with preliminary recommendations to mitigate adverse features when requested . • • • Project No. 1109-083 Action/Mala -2- Specific, notable changes from the grading plans, to which the writer has knowledge, included the following: 1. Installation of a buttress fill, constructed of soil cement, on the east facing slope of Lot Nos. 128, 129 and 130. 2. Construction of a stabilizing filIon the north facing slopes • of Lot Nos. 120 through 127. 3. lnstallation of a buttress fill, constructed of soil cement, on the east facing slope of Lot Nos. 100 through 109. • 4. Installation of a slope subdrain at the northeast slope corner of Lot No. 110. 5. The raising of the pad grades on Lot Nos. 133 through 139. • 6. The removal of clay seam outcrops at the toe of slopes on Lot Nos. 20, 21, 119 and 130. 7. The cleanout of alluvium and debris from two of three retention • basins within Tamarak Avenu~, near its intersection with East Pointe Avenue. At the time of the last inspectio~, February 20, 1984, the lowermost debris basi~) immediately south of • Lot 34 had not as yet been cleaned out. 8. Moisture seepage on the south facing slope of Lot No. 9~, near the interface of the Terrace deposits and the Tertiary sediment~, • was still taking place at the time of the last inspection (February 20, 1984). No mitigating measures have been employed yet to control this flow. • • • • • • • • • • • • • Project No. 1109-083 Action/Mola 9. Potential erosion undermining was noted just beyond the -3- paved swale at the northeast corner of Lot No. 97. Headward erosion of a small, offsite gully could effect this paved swale. CONCLUSIONS AND RECOMMENDATIONS Based on our inspections, it is our opinion that the subject tract has been graded in substantial accordance with the engineering geologic recommendations, as presented in the report of July 6, 1983. Item Nos. 7, 8 and 9, previously mentioned, should be addressed by the soils engineer, contractor and engineering geologist prior to fine grading. RPC/ac Distribution: (6) Addressee Respectfully submitted~ BASELINE CONSULTANTS, INC.