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HomeMy WebLinkAbout3286; PALOMAR AIRPORT ROAD WIDENING; REPORTS OF FIELD DENSITY TESTS 1999; 1999-07-25LAW/CRANDALL ow 9177 Sky Park Ct.,Ste A San Diego,CA 92123 REPORT OF FIELD DENSITY TESTS CLIENT: City of Carlsbad JOBNO.: 41.50396.22 PROJECT: Palomar Airport Road Carlsbad TEST NUMBER MOISTURE CONTENT (%) DRY DENSITY (PCF) PROCTOR NUMBER COMPACTION (%) SPECIFIED COMPACTION (%) TEST METHOD ELEVATION OR DEPTH Tests Performed on 07/25/19 434 14.3 104.9 2 98 95 3 -1.5' 435 14.5 103.6 2 96 95 3 -1.5' 436 14.4 104.2 2 97 95 3 -1.5' 437 5.9 137.4 6 99 95 3 -6" 438 8.9 133.6 6 96 95 3 -6" TEST LC CATIONS: 434 mt. P lamar Airport Rd. &Yarrow, s a. 68+30, e.b. rt. bane 435 mt. P lomar Airport Rd. & Yarrow Dr. @ sta. 68+45,e.b. rt. lane 436 mt. Plomar Airport Rd. & Yarrow dr. @ sta. 68+55, e.b. rt. lane 437 mt. Palomar Airport Rd. & Yarrow Dr. @ sta. 68+40, e.b. rt. lane 438 mt. Palomar Airport Rd. & Yarrow Dr @ sta. 68+60 e.b. rt. lane TEST COMPARED TO: REMARKS PROCTOR MAXIMUM DRY OPTIMUM Performed In General Accordance With: NUMBER DENSITY MOISTURE 3 - ASTM D2922 (PCF) (%) 2 107.5 16.5 6 138.5 7.0 DISTRIBUTION City of Carlsbad (1C,1B,1D,1ALL) RESPECTFULLY SUBMITTED: David C. Wilson,RCE #54734 LAW/CRANDALL 9177 Sky Park Ct.,Ste A San Diego,CA 92123 619-278-3600 REPORT OF FIELD DENSITY TESTS Page 2 CLIENT: City' of Carlsbad JOB NO.: 41.50396.22 PROJECT: Palomar Airport Road Carlsbad TEST NUMBER MOISTURE CONTENT (%) DRY DENSITY (PCF) PROCTOR NUMBER COMPACTION (%) SPECIFIED COMPACTION (%) TEST METHOD ELEVATION OR DEPTH Tests Performed on 06/07/)9 380 9.9 138.0 6 100 95 3 fsg Tests Performed on 06/08/)9 381 9.0 139.2 6 100+ 95 3 fsg 382 11.7 133.0 6 96 95 3 fsg 383 8.5 131.1 6 95 95 3 fsg 384 8.0 131.7 6 95 95 3 fsg 385 9.0 131.7 6 95 95 3 fsg 386 9.9 133.0' 6 96 95 3 fsg TEST LOCATIONS: 380 Aggregate base i i median ® sta. 76+2 381 Aggregate base i median @ sta. 77+7k 382 Aggregate base ih median @ sta. 79+5D 383 Aggregate base i median @ sta. 80+7 384 Aggregte base ii median @ sta. 83+2 385 Aggregate base ill median @ sta. 85+2. 386 Aggregate base in median @ sta. 88+2 TEST COMPARED TO: REMARKS PROCTOR MAXIMUM DAY OPTIMUM Performed In General Accordance With: NUMBER DENSITY MOISTURE 3 - ASTM D2922 (PCF) (%) 6 138.5 7.0 DISTRIBUTION: City of Carlsbad (1C,1B,1D,1ALL) RESPECTFULLY SUBMITTED: David C. Wilson,RCE #54734 a LAW/CRANDALL OW A01 9177 Sky Park Ct.,Ste A San Diego,CA 92123 619-278-3600 REPORT OF FIELD DENSITY TESTS CLIENT: City of Carlsbad JOBNO.: 41.50396.22 PROJECT: Palomar Airport Road Carlsbad TEST NUMBER MOISTURE T CONTENT I (%) j DRY DENSITY (PCF) PROCTOR NUMBER I COMPACTION (%) SPECIFIED COMPACTION (%) TEST METHOD ELEVATION OR DEPTH Tests Performed on 06/04/)9 371 11.4 137.4 6 99 95 3 298.5 372 10.5 118.6 1 100 95 3 305.5 373 17.5 118.0 1 99 95 3 72.5 374 21.5 107.4 2 100 95 3 71' 375 18.3 112.4 1 94 << 95 3 70' Tests Performed on 06/07/ 9 376 8.0 139.9 6 100+ 95 3 fsg 377 9.0 132.9 6 96 95 3 fsg 378 8.7 136.1 6 98 95 3 fsg 379 10.9 132.3 6 96 95 3 fsg TEST LOCATIONS: 371 E. bouid left laie @ sta. 64+00, curD & gutter 372 Curb & gutter sugrade @ e. median o L Yarrow Ln. 373 Median subgrade sta. 84+00 374 Median subgrade sta. 85+0, irriga ion trench backfill 375 Median subgrade t sta. 90+50 376 Aggreg te base iri median @ sta. 73+2 377 Aggreg.te base in median @ sta. 70+2p 378 Aggregate base i i median @ sta. 72+5 379 Aggreg.te base ii median @ sta. 74+7 TEST COMPARED TO: PROCTOR MAXIMUM DRY NUMBER DENSITY (PC F) 6 138.5 1 119.0 2 107.5 REMARKS OPnMUM Performed In General Accordance With: MOISTURE 3 - ASTM D2922 7.0 << Denotes Less than Specified Compaction 11.5 16.5 DISTRIBUTION: City of Carlsbad (1C,1B,1D,1ALL) RESPECTFULLY SUBMITTED: David C. Wilson,RCE $54734 LAWICRANDALL 9177 Sky Park Ct.,Ste A Sari Diego,CA 92123 619-278-3600 REPORT OF FIELD DENSITY TESTS Page 2 CLIENT: City of Carlsbad JOB NO.: 41.50396.22 PROJECT: Palomar Airport Road Carlsbad TEST NUMBER MOISTURE CONTENT (%) DRY DENSITY (PCF) PROCTOR NUMBER COMPACTION (%) SPECIFIED COMPACTION (%) TEST METHOD ELEVATION OR DEPTH Tests Performed on 06/03/99 365 6.1 123.6 7 95 95 3 SG 366 5.9 126.1 7 97 95 3 SG 367 7.0 123.7 7 95 95 3 SG 368 6.0 125.5 7 96 95 3 SG 369 13.0 134.2 6 97 95 3 305' 370 10.9 132.3 6 96 95 3 302' Tests Performed on 06/04/ 19 371 11.4 137.4 6 99 95 3 298.5 TEST LOCATIONS: 365 sta:75 50 366 Retest of #361 367 Retest of #362 368 Retest of #363 369 sta:66 75 370 sta:65 50 371 sta:64-1'00 TEST COMPARED TO: REMARKS PROCTOR MAXIMUM DRY OPTIMUM Performed In General Accordance With: NUMBER DENSITY MOISTURE 3 - ASTM D2922 (PCF) (%) 7 130.5 6.0 6 138.5 7.0 DISTRIBUTION: City of Carlsbad (1C,1B,1D,1ALL) RESPECTFULLY SUBMITTED: David C. Wilson,RCE #54734 I W I Won LAW/CRANDALL 4IIIII 9177 Sky Park Ct.,Ste A San Diego,CA 92123 619-278-3600 REPORT OF FIELD DEN$fl)'TESTS I CLIENT: City of Carlsbad JOB NO.: 41.50396.22 PROJECT: Palomar Airport Road IvoCi3jI / Carlsbad - TEST NUMBER MOISTURE CONTENT (%) DRY DENSITY (PCF) PROCTOR NUMBER COMPACTION (%) SP Mi. LED COMPACTION TEST METHOD ELEVATION OR DEPTH Tests Performed on 06/01/)9 356 5.0 113.0 7 87 << 9.5 3 -11 FS 357 4.6 120.5 7 92 << 95 3, 74' 358 5.0 124.9 7 96 95 3 79' 359 5.1 122.4 7 94 << 95 3 94.5' 360 5.3 106.1 7 81 << 95 3 70' Tests Performed on 06/03/)9 361 6.1 123.0 7 94 << 95 3 SG 362 7.6 114.3 7 88 << 95 3 SG 363 6.3 119.9 7 92 << 95 3 SG 364 11.3 115.5 1 97 95 3 SG TEST LOCATIONS: 356 sta:70 50 357 sta:92 50 358 sta:81•1 50 359 sta:75150 360 sta:86150 361 sta:9250 362 sta:864f50 363 sta:70If50 364 sta:63175 TEST COMPARED TO: PROCTOR MAXIMUM DRY NUMBER DENSITY (PCF) 7 130.5 1 119.0 REMARKS OPTIMUM Performed In General Accordance With: MOISTURE 3 - ASTM D292.2 6.0 << Denotes Less than Specified Compaction 11.5 DISTRIBUTION: City of Carlsbad (1C,1B,1D,1ALL) RESPECTFULLY SUBMITTED: David C. Wilson,RCE #54734 w- WAS= I . LAW/CRANDALL 9177 Sky Park Ct.,Ste A San Diego,CA 921 , 23 619-278-3600 REPORT OF FIELD DENSITY TESTS CLIENT: City of Carlsbad JOB No.: 41.50396.22 PROJECT: Palomar Airport Road Carlsbad TEST NUMBER MOISTURE CONTENT (%) DRY DENSITY (PCF) PROCTOR NUMBER COMPACTION (%) - SPECIFIED COMPACTION (%) TEST THOD ELEVATION OR DEPTH Tests Performed on 05/13/)9 353 9.3 107.4 2 100 95 3 FSG TEST LOCATIONS: 353 Side w 11 sg sta:70+00 TEST COMPARED TO: REMARKS PROCTOR MAXIMUM DRY OPTIMUM Performed In General Accordance With: NUMBER DENSITY MOISTURE 3 - ASTM D2922 (PCF) (96) 2 107.5 16.5 DISTRIBUTION: City of Carlsbad (1C,1B,1D,1ALL) RESPECTFULLY SUBMITTED: David C. Wilson,RCE #54734 a LAW/CRANDALL LM 9177 Sky Park Ct.,Ste A San Diego,CA 92123 619-278-3600 REPORT OF FIELD DENSITY TESTS CLIENT: City of Carlsbad JOB NO.: 41.50396.22 PROJECT: Palomar Airport Road Carlsbad TEST NUMBER MOISTURE CONTENT (%) DRY DENSITY (PCF) PROCTOR NUMBER COMPACTION (%) SPECIFIED COMPACTION (%) TEST METHOD ELEVATION OR DEPTH Tests Performed on 04/29/ 9 227 9.7 123.0 1 100+ 95 3 269' 228 8.8 126.8 1 100+ 95 3 270.5 229 7.4 116.8 1 98 95 3 275' 230 7.5 115.5 1 97 95 3 Sta. 231 5.0 138.6 6 100 95 3 305' 232 3.6 138.0 6 100 95 3 304' Tests Performed on 04/30/)9 239 7.6 14.3 1 96 95 3 278.5 240 4.2 119.2 4 93 << 95 3 280.5 241 3.7 136.7 6 99 95 3 305.5 TEST LOCATIONS: 227 Sta. 8i+50, s. side sidewa lk 228 Sta. 8E+00, s. side sidewalk 229 Sta. 8---+50, s. side sidewalk 230 82+40, s. side sidewalk 231 Sta. 6S+80, s. si de deep patch 232 Sta. 71+25, deep patch (soith) 239 Sta. 8 +50, s. sidewalk 240 Sta. 3C+00, 5. sidewalk 241 Sta. 6+40, sout deep pat:h TEST COMPARED TO: PROCTOR MAXIMUM CRY NUMBER DENSITY (PCF) 1 119.0 6 138.5 4 128.0 REMARKS OP11MUM Performed In General Accordance With: MOISTURE 3 - ASTM D2922 11.5 << Denotes Less than Specified Compactior 7.0 9.5 DISTRIBUTION: City of Carlsbad (1C,1B,1D,1ALL) RESPECTFULLY SUBMITTED: ZL4e441~ David C. Wilson,RCE #54734 LAW/CRANDALL Al ' 9177 Sky Park Ct.,Ste A San Diego,CA 92123 619-278-3600 REPORT OF FIELD DENSITY TESTS Page 2 CLIENT: City of Carlsbad JOB NO.: 41.50396.22 PROJECT: Palomar Airport Road Carlsbad TEST NUMBER MOISTURE CONTENT (%) DRY DENSITY (PCF) PROCTOR NUMBER COMPACTION (%) SPECIFIED COMPACTION (%) TEST METHOD ELEVATION OR DEPTH Tests Performed on 04/30/ 19 242 3.7 133.6 6 96 95 3 305.5 243 3.2 137.9 6 100 95 3 306' Tests Performed on 05/03/)9 250 10.1 123.6 1 100+ 95 3 278' 251 10.6 112.3 1 94 << 95 3 278' 252 2.3 136.7 6 99 95 3 279' Tests Performed on 05/07/)9 320 8.1 116.1 1 98 95 3 -3'fg 321 7.4 117.4 1 t 99 95 3 -2.5' TEST LOCATIONS: 242 Sta. 6S+75, sout 1 deep pat :h 243 Sta. 6S+00, sout 1 deep pat ::h 250 Sta. 81+55, 30' from curb, e.b. lane; 251 Sta. 8' +10, 30' from curb, e.b. lane; 252 Sta. 8:+20, 30' r0m curb, e.b. lane; 320 Sta. 6+42, w.b. lane 321 Sta. 61+00, w.b. lanes TEST COMPARED TO: PROCTOR MAXIMUM DRY NUMBER DENSITY (PC0 6 138.5 1 119.0 REMARKS OPTIMUM Performed In General Accordance With: MOISTURE 3 - ASTM D2922 (%) 7.0 << Denotes Less than Specified Compactior 11.5 DISTRIBUTION: City of Carlsbad (1C, 1B, lD, 1ALL) RESPECTFULLY SUBMITTED: David C. Wilson,RCE #54734 LAW/CRANDALL 9177 Sky Park Ct.,SteA San Diego,CA 92123 619-278-3600 REPORT OF FIELD DENSITY TESTS Page 3 CLIENT: City of Carlsbad JOB NO.: 41.50396.22 PROJECT: Palomar Airport Road Carlsbad TEST NUMBER MOISTURE CONTENT (%) DRY DENSITY (PCF) PROCTOR NUMBER COMPACTION (%) SPECIFIED COMPACTION (%) TEST METHOD ELEVATION OR DEPTH Tests Performed on 05/07/9 322 9.2 115.5 1 97 95 3 -3'fg 323 3.3 133.6 6 * 96 95 3 -2'fg 324 3.3 131.7 6 1 95 95 3 -11 fg 325 3.2 136.1 6 98 95 3 -11 fg 326 3.3 136.0 6 98 95 3 -11 fg TEST LOCATIONS: 322 Sta. 64+50, w.b. lanes 323 Sta. 6,+00; w.b. lanes 324 Sta. 6E+50, w.b. lanes 325 Sta. 67+00, w.b. lanes 326 Sta. 64+00, w.b. lanes TEST COMPARED TO: PROCTOR MAXIMUM DRY NUMBER DENSITY (PCF) 1 119.0 6 138.5 REMARKS OPTIMUM Performed In General Accordance With: MOISTURE 3 - ASTM D2922 (%) 11.5 7.0 DISTRIBUTION: City of lbd (1C,1B,1D,1ALL) RESPECTFULLY SUBMITTED: David C. Wilson,RCE #54734 LAW/CRANDALL Awl 9177 Sky Park Ct.,Ste A San Diego,CA 92123 L 619-278-3600 REPORT OF FIELD DENSITY TESTS CLIENT: City of Carlsbad JOB NO.: 41.50396.22 PROJECT: Palomar Airport Road Carlsbad TEST NUMBER MOISTURE CONTENT (%) DRY DENSITY (PCF) PROCTOR NUMBER COMPACTION (%) SPECIFIED COMPACTION (%) TEST METHOD ELEVATION OR DEPTH Tests Performed On 03/22759 149 4.5 138.0 6 100 95 3 305' 150 3.3 132.3 6 96 95 3 3031. 151 3.3 135.4 6 98 95 3 298' 152 4.3 135.3 6 98 95 3 291' 153 2.8 133.6 6 96 95 3 298' 154 2.4 131.7 6 95 95 3 302.5 155 4.3 131.1 6 95 95 3 304.5 Tests Performed on 03/23/)9 156 12.1 118.6 1 100 95 3 FSG 157 10.8 121.8 1 100+ 95 3 FSG TEST LOCATIONS: 149 AB:Roa way-N side , sta: 7+00 150 AB:Roa way-N side sta: 5+50 151 AB:Rôac way-N side sts: 3+75 152 AB:Roa way-N side sta:/6+25 153 AB:Roac way-S side sta:14+25 154 AB:Roa way-S side sta:/2+25 155 AB:Roaway-S side sta:/0+25 156 sta:86. 157 sta:88. TEST COMPARED TO: REMARKS PCTOR MAXIMUMORY OPRMUM Performed In General Accordance With: NUMBER DENSITY MOISTURE (PCF) (%) 3 - ASTM D2922 6 138.5 7.0 1 119.0 11.5 DISTRIBUTION: City of Carlsbad (1C,1B,1D,1ALL) RESPECTFULLY SUBMITTED: David C. Wilson,RCE 454734 w— Mew LAW/CRANDALL 9177-Sky-Park Ct.,Ste A San Diego,CA 92123 619-278-3600 LM REPORT OF FIELD DENSITY TESTS Page 2 CLIENT: City of Carlsbad JOB NO.: 41.50396.22 PROJECT: Palomar Airport Road Carlsbad TEST NUMBER MOISTURE CONTENT (%) DRY DENSITY (PCF) PROCTOR NUMBER COMPACTION (%) SPECIFIED COMPACTION (%) TEST METHOD ELEVATION OR DEPTH Tests Performed on 03/23/ '9 158 12.7 113.0 1 95 95 3 FSG 159 11.5 120.7 1 100+ 95 3 FSG 160 5.1 131.7 6 95 95 3 FS-1' 161 5.8 132.6 6 96 95 3 FS-1' 162 5.3 134.4 6 97 95 3 FS-1' 163 3.8 138.1 6 100 95 3 FS-1' Tests Performed on 03/25/)9 164 5.8 142.7 6. 100+ 95 3 FS-.5 165 4.4 137.6 6 99 95 3 FS-.5 166 4.3 140.5 6 190+ 95 3 FS-.5 TEST LOCATIONS: 158 sta:90 159 sta:91 50 1 160 sta:87 - 161 sta:89 162 sta:91 163 sta:91- 90 164 P.A.R:lc side sta:84+50 165 P.A.R:ta:85+60 166 P.A.R:ta:87- TEST COMPARED TO: REMARKS PROCTOR MAXIMUM DRY OPTIMUM Performed In General Accordance With: NUMBER DENS(TY MOISTURE (POP) (%) 3 - ASTM D2922 1 119.0 11.5 6 138.5 7.0 DISTRIBUTION: City of Carlsbad (1C,1B,1D,1ALL) RESPECTFULLY SUBMITTED: David C. Wilson,RCE 454734 w— Mew LAW/CRANDALL ow 9177 Sky Park Ct.,Ste A San Diego,CA 92123 REPORT OF FIELD DENSITY TESTS CLIENT: City of Carlsbad PROJECT: Palomar Airport Road Carlsbad 619-278-3600 Page 3 JOB NO.: 41.50396.22 TEST NUMBER MOISTURE CONTENT (%) DRY DENSITY (PCF) PROCTOR NUMBER COMPACTION (%) SPECIFIED COMPACTION (%) TEST METHOD ELEVATION OR DEPTH Tests Performed on 03/25/ 9 167 4.5 137.1 . 6 99 95 3 FS-.5 168 3.5 138.6 6 100 95 3 FS-.5 169 8.0 136.4 6 98 95 3 FS-.5 TEST LOCATIONS: 167 P.A.R: ta:88+40 168 P.A.R: ta:90- S 169 P.A.R: ta:9l+80 TEST COMPARED TO: REMARKS PCTOR MGMUM DRY OPTIMUM Performed In General Accordance With: NUMBER DENS" MOISTURE 3 - ASTM D2922 6 138.5 7.0 DISTRIBUTION: City of Carlsbad (1C, 1B, 1D, 1ALL) RESPECTFULLY SUBMITTED: David C. Wilson,RCE #54734 LAW/CRANDALL AWIJow 9177 Sky Park Ct.,Ste A San Diego;A 92123 619-278-3600 REPORT OF FIELD DENSITY TESTS CLIENT: City of Carlsbad JOBNO.: 41.50396.22 PROJECT: Palomar Airport Road Carlsbad TEST NUMBER MOISTURE CONTENT (%) DRY DENSITY (PCF) PROCTOR NUMBER COMPACTION (%) SPECIFIED COMPACTION (%) TEST METHOD ELEVATION OR DEPTH Tests Performed on 03/18/)9 143 5.8 129.2 1 100+ 95 3 295.5 144 9.6 116.2 1 98 95 3 300' 145 8.5 124.2 1 100+ 95 3 303' Tests Performed on 03/19/)9 146 3.4 131.1 6 95 95 3 304' 147 3.4 131.1 6 95 95 3 298.5 148 4.2 132.4 6 - 96 95 3 298' TEST LOCATIONS: 143 Roadway, n. side @ sta. 6350 - 144 Roadway, n side © sta 6500 145 Roadway, n. side © sta. 6780 146 Roadway, n. side © sta. 6700 147 Roadway, n. side © sta. 6450 148 Roadwa' , n. side © sta. 6400 TEST COMPARED TO: REMARKS PROCTOR MAXIMUMORY OPTIMUM Performed In General Accordance With: NUMBER DEN&TY MOISTURE (PCF) (%) 3 - ASTM D2922 1 119.0 11.5 6 138.5 7.0 DISTRIBUTION: City of Carlsbad (1C,1B,1D,1ALL) RESPECTFULLY SUBMITTED: David C. Wilson,RCE #54734 LAW/CRANDALL ow 9177 Sky Park Ct.,Ste A San Diegô,CA 92123 LM REPORT OF FIELD DENSITY TESTS 619-278-3600'- Page 15 CLIENT: City of Carlsbad JOB NO.: 41.50396.22 PROJECT: Palomar Airport Road Carlsbad TEST NUMBER MOISTURE CONTENT (%) DRY DENSITY (PCF) PROCTOR NUMBER COMPACTION (%) SPECIFIED COMPACTION (%) TEST METHOD ELEVATION OR DEPTH Tests Performed on 03/09/)9 137 8.8 114.2 5 91 90 3 311' 138 7.7 113.0 5 90 90 3 310' 139 7.4 117.4 5 93 90 3 309.5 140 7.6 114.9 5 91 90 3 307' 141 3.3 135.4 6 98 95 3 275' Tests Performed on 03/11/ 9 142 10.5 113.6 1 95 95 3 288' TEST LCCATIONS: 137 Cribwa 1 bkfll sta:67+6 138 Cribwa i-'bkfll sta:66+.0 139 Cribwa 1 bkfll sta:65+)0 140 Cribwa, 1 bkfll sta:64+)0 141 Roadwa' :S side sta:83+)0 142 Roadway :S side sta:76+0 TEST COMPARED TO: REMARKS PROCTOR MAXIMUM DRY OP11MUM Performed In General Accordance With: NUMBER DENSrTY MOISTURE 3 - ASTM D2922 5 126.0 8.5 6 138.5 7.0 - 1 119.0 11.5 RESPECTFULLY SUBMITTED: David C. Wilson,RCE #54734 LAW/CRANDALL 9177 Sky Park Ct.,Ste A San Diego,CA92i23 619-278-3600 REPORT OF FIELD DENSITY TESTS Page 14 CLIENT: City of Carlsbad JOBNO.: 41.50396.22 PROJECT: Palomar Airport Road Carlsbad TEST NUMBER MOISTURE CONTENT (%) DRY DENSITY (PCF) PROCTOR NUMBER COMPACTION (%) SPECIFIED COMPACTION (%) TEST METHOD ELEVATION OR DEPTH Tests Performed On 03/05/ '9 127 5.7 131.7 6 95 95 3 267' 128 5.4 138.0 6 100 95 3 268.5 129 8.3 104.3 3 98 95 3 304.5 130 4.7 132.4 6 96 95 3 305.5 131 6.2 121.1 4 95 95 3 276.5 132 5.6 134.2 6 97 95 3 270' 133 5.2 133.6 6 96 95 3 268' 134 6.0 134.9 6 97 95 3 270' 135 4.6 136.1 6 98 95 3 305.5 136 3.8 132.3 6 96 95 3 289.5 TEST LCCATIONS: 127 P/A ro d:N side sta:89 .75 128 '..P/A ro d side sta:87 60 - 129 P/A ro d:N side sta:69 65 130 P/A r0 d:N side sta:69 .75 131 P/A rod:S side-access roal to anima. shelter sta:11•25 132 Roadwa :N side sta:91+ 0 133 Roadwai :N side sta:88+ '5 134 Roadwa :N side sta:86+ 5 135 Roadway :N side sta:69+50 136 Roadway :S side sta:81+5 TEST COMPARED TO: REMARKS PROCTOR MAXIMUM DRY OPTIMUM Performed In General Accordance With: NUMBER DENSITY MOISTURE (PCF) (%) 3 - ASTM D2922 6 138.5 7.0 3 106.5 16.0 4 128.0 9.5 RESPECTFULLY SUBMITTED: David C. Wilson,RCE #54734 LAW/CRANDALL Awl 9177 Sky Park Ct.,SteA San Dieb,C 92123 619-278-3600 REPORT OF FIELD DENSITY TESTS Page 13 CLIENT: City of Carlsbad JOB NO.: 41.50396.22 PROJECT: Palomar Airport Road Carlsbad TEST NUMBER MOISTURE CONTENT (%) DRY DENSITY (PCF) PROCTOR NUMBER COMPACTION (%) SPECIFIED COMPACTION (%) TEST METHOD ELEVATION OR DEPTH Tests Performed on 03/03/ 9 118 4.7 132.4 6 96 95 3 298' 119 6.0 134.2 6 97 95 3 300.5 120 3.3 134.2 6 97 95 3 304.5 121 8.8 114.2 5 91 90 3 303' 122 7.5 107.4 1 90 90 3 303.5 123 5.0 137.9 6 100 95 3 282.5 Tests Performed on 03/04/)9 124 10.5 113.0 1 95 95 3 268' 125 11.1 118.0 1 99 95 3 267' 126 12.9 116.7 1 98 95 3 270' TEST L(CATIONS: 118 Roadway sta: 74+50 119 Roadway sta: 72+50 . 120 Roadway sta: 10+50 121 Cribwa 1 bkfll sta:64+ 0 122 SD box bkfll sta:67+60 123 Roadway sta: 19+75 124 Roadway sta: 37+50 1.25 Roadway sta: 39+50 126 Roadway sta: )1+50 TEST COMPARED TO: REMARKS PROCTOR MAXIMUM DRY OPTIMUM Performed In General Accordance With: NUMBER DENSITY MOISTURE (PCF) (%) 3 - ASTM D2922 6 138.5 7.0 5 126.0 8.5 1 119.0 11.5 RESPECTFULLY SUBMITTED: David C. Wilson,RCE #54734 LAW/CRANDALLaw . 9177 Sky Park Ct.,StêA SnbiègoCA 92123 619-278-3600 REPORT OF FIELD DENSITY TESTS Page 12 CLIENT: City of Carlsbad JOB NO.: 41.50396.22 PROJECT: Palomar Airport Road Carlsbad TEST NUMBER MOISTURE CONTENT (%) DRY DENSITY (PCF) PROCTOR NUMBER COMPACTION (%) SPECIFIED COMPACTION (%) TEST METHOD ELEVATION OR DEPTH Tests Performed on 03/01/ 9 109 11.2 106.7 2 99 95 3 280.5 110 9.2 109.2 2. 100+ 95 3 277' 111 7.4 117.4 5 93 << 95 3 301.5 112 4.6 134.3 6 97 . 95 3 274' 113 5.7 131.7 6 95 95 3 277.5 114 5.5 113.7 5 90 90 3 311.5 Tests Performed On 03/03/)9 115 3.7 133.6 6 96 95 3 280.5 116 3.3 134.8 6 97 95 . 3 284' 117 5.2 132.3 6 96 95 3 290.5 TEST LCCATIONS: 109 Roadway sta: 19+50 110 Roadway -sta: 1+00 111 Cribwa 1 bkfll sta:64+)0 112 Roadway sts: 4+50 113 Roadwa: sta: 2+50 114 Cribwa 1 bkfll sta:69+5 115 Roadway sta: W+50 116 Roadway sta:/8+50 117 Roadwa sta: /6+50 TEST COMPARED TO: REMARKS PROCTOR MAXIMUM DRY OPTIMUM Performed In General Accordance With: NUMBER OENSRY MOISTURE 3 - TASTM D2922 (PCF) (%) 2 107.5 16.5 << Denotes Less than Specified Compaction 5 126.0 8.5 6 138.5 7.0 RESPECTFULLY SUBMITTED: David C. Wilson,RCE 454734 LAW/CRANDALL OW A01 . 9177 Sky Park Ct. ,Ste A San 'Diego,CA 92123 REPORT OF FIELD DENSITY TESTS CLIENT: City of Carlsbad 619-278-3600 Page 11 JOBNO.: 41.50396.22 PROJECT: Palomar Airport Road Carlsbad TEST NUMBER MOISTURE CONTENT (%) DRY DENSITY (PCF) PROCTOR NUMBER COMPACTION (%) SPECIFIED COMPACTION (%) TEST METHOD ELEVATION OR DEPTH Tests Performed on 02/26/)9 102 3.8 131.7 6 95 95 3 277.5 103 3.7 134.8 6 97 95 3 296' 104 3.2 136.1 6 98 95 3 300.5 105 5.6 134.8 6 97 95 3 286.5 Tests Performed on 02/27/)9 106 9.3 113.6 5 90 90 3 300.5 107 8.1 116.7 5 93 90 3 303' Tests Performed on 03/01/)9 .108 8.1 107.4 2 100 95 3 281.5 TEST LOCATIONS: 102 Roadwa' sta: 32+75 103 Roadway sta:74+75 104 Roadway sta:12+10 105 Roadway sta: 18+00 106 Cribwa1 bkfll sta:63+90 107 Cribwal bkfll:bthjnd wall sta:6 +65 108 Roadway sta:18+45 TEST COMPARED TO:' REMARKS PROCTOR MAXIMUM DRY OP11MUM Performed In General Accordance With: NUMBER cENSrrf MOISTURE 3 - ASTM D2922 (PCF) (%) 6 138.5 7.0 5 126.0 8.5 2 107.5 16.5 RESPECTFULLY SUBMITTED: David C. Wilson,RCE #54734 =A*= LAW/CRANDALL AWJ ow 9177-Sky'Park Ct.,Ste A San Diego,CA 92123 IF i 619-278-3600 REPORT OF FIELD DENSITY TESTS Page 10 CLIENT: City of Carlsbad JOBNO.: 41.50396.22 PROJECT: Palomar Airport Road Carlsbad TEST NUMBER MOISTURE CONTENT (%) DRY DENSITY (PCF) PROCTOR NUMBER COMPACTION (%) SPECIFIED COMPACTION (%) TEST METHOD ELEVATION OR DEPTH Tests Performed on 02 /25/)9 93 7.3 119.3 1 100 95 3 295' 94 8.3 119.9 1 100+ 95 3 290.5 95 9.2 121.2 1 100+ 95 3 283' 96 8.7 115.5 1 97 95 3 280' 97 8.0 118.0 1 99 95 3 279' 98 10.4 114.8 1 96 95 3 273' 99 11.9 115.5 1 97 95 3 270.5 Tests Performed on 02/26/)9 100 11.6 113.0 5 90 90 3 305' 101 4.0 141.1 6 100+ 95 3 272' TEST L(CATIONS: 93 Roadway sta:74+75 94. Roadway sta: 76+25 95 Roadway sta: 77+25 96 Roadway sta: 19+75 97 Roadwai sta: 30+75 98 Roadwai sta: 34+00 99 Roadwai sta: 35+50 100 Cribwa: 1 bkfll sta:63+ 3 101 Roadwai sta: 35+00 TEST COMPARED TO: REMARKS PROCTOR MAXIMUMORY OPTIMUM Performed In General Accordance With: NUMBER oENSrry' MOISTURE 3 - ASTM D2922 (PCF) (%) 1 119.0 11.5 5 126.0 8.5 6 138.5 7.0 RESPECTFULLY SUBMITTED: David C. Wilson,RCE #54734 MAWN LAW/CRANDALL ow 9177 Sky Park Ct.,Ste A San Diego,CA 92123 '6i9-278-3600- REPORT OF FIELD DENSITY TESTS Page 9 CLIENT: City of Carlsbad JOB NO.: 41.50396.22 PROJECT: Palomar Airport Road Carlsbad TEST NUMBER MOISTURE CONTENT (%) DRY DENSITY (PCF) PROCTOR NUMBER COMPACTION (%) SPECIFIED COMPACTION (%) TEST METHOD ELEVATION OR DEPTH Tests Performed on 02/15/ 19 86 8.3 113.0 5 90 90 3 302.5 Tests Performed on 02/23/)9 87 8.2 114.2 5 91 90 3 309.5 88 5.4 115.5. 5 92 90 3 307.5 89 7.5 116.2 5, 92 90 3 306.5 Tests Performed on 02/25/)9 90 8..3 113.6 1 95 95 3 302.5 91 8.9 118.6 1 100 95 3 300' 92 10.4 120.5 1 100+ 95 3 298.5 TEST LCCATIONS: 86 Cribwa 1 bkfll sta:73+15 87 Cribwa: 1 bkfll sta:67+0 88 Cribwa: 1 bkfll sta:66+ )0 89 Cribwa: 1 bkfll sta:65+ )0 90 Roadwa' sta: /1+00 91 Roadway sta:/2+25 92 Roadway sta: 73+50 TEST COMPARED TO: REMARKS PROCTOR MAXIMUM DRY OPTIMUM Performed In General Accordance With: NUMBER DENSITY MOISTURE (PCF) (%) 3 - ASTM D2922 5 126.0 8.5 1 119.0 11.5 RESPECTFULLY SUBMITTED: David C. Wilson,RCE #54734 619-218-3 600 LAW/CRANDALL 9177 Sky Park Ct.,Ste A San Diego, CA' 92123 REPORT OF FIELD DENSITY TESTS Page 8 D.: 41.50396.22 TEST ETHOD ELEVATION OR DEPTH 3 306' 3 302.5 3 309' 3 308.5 3 305.5 3 3 ordance With: SUBMITTED: a4l i,RCE #54734 w- own LAW/CRANDALL 9177 Sky Park Ct.,Ste A San Diego,CA 92123 LM REPORT OF FIELD DENSITY TESTS CLIENT: City of Carlsbad PROJECT: Palomar Airport Road Carlsbad 619 27 8-3600 Page 7 JOBNO.: 41.50396.22 TEST NUMBER MOISTURE CONTENT (%) DRY DENSITY (PCF) PROCTOR NUMBER COMPACTION (%) SPECIFIED COMPACTION (%) TEST METHOD ELEVATION OR DEPTH Tests Performed on 02/01759 74 8.8 114.2 5 91 90 3 304' 75 8.3 113.0 5 90 90 3 306' 76 8.9 113.0 5 90 90 3 307' Tests Performed on 02/02/)9 77 8.3 113.0 5 9.0 90 3 298.5 Tests Performed on 02/03/ 19 78 8.8 113.6 5 90 90 3 307' TEST LCCATIONS: 74 Cribwa 1 bkfll sta:72-i-30 75 Cribwa 1 bkfll sta:71+0 76 Cribwa, 1 bkfll sta:70+50 77 Cribwa. 1 bkfll sta:64+/5 78 W cribc all s :a:67+13 TEST COMPARED TO: REMARKS PROCTOR MA(IMUMDRV OPTIMUM Performed In General Accordance With: NUMBER DENSITY MOISTURE 3 - ASTM D2922 (PCF) (%) 5 126.0 8.5 RESPECTFULLY SUBMITTED: David C. Wilson,RCE #54734 w— A mom S LAW/CRANDALL LM 9177 Sky Park Ct.,'Ste A Sàii Diego, CA 92123 619-278-3600 REPORT OF FIELD DENSITY TESTS Page 6 CLIENT: City of Carlsbad JOBNO.: 41.50396.22 PROJECT: Palomar Airport Road Carlsbad TEST NUMBER MOISTURE CONTENT (%) DRY DENSITY (PCF) PROCTOR NUMBER COMPACTION (%) SPECIFIED COMPACTION (%) TEST METHOD ELEVATION OR DEPTH Tests Performed on 01/13/)9 65 8.3 113.0 1 95 90 3 78' 66 12.5 109.9 1 92 90 3 58' Tests Performed on 01/14/ 9 67 8.4 112.3 1 94 90 3 67.5' 68 7.9 110.5 1 93 90 3 75' 69 7.2 113.0 1 95 90 3 72' 70 7.5 115.5 1 97 90 3 68.5' 71 7.2 121.2 4 95 95 3 72' 72 7.7 113.7 1 96 95 3 78' 73 7.2 113.0 1 95 95 3 79' TEST LCCATIONS: 65 Choker sta:8.+50 66 Key fill sta:88+00 67 Choker fill ;ta:86+50 68 Choker fill ;ta:83+25 69 Choker fill ;ta:84+50 70 Choker fill ;ta:87+00 71 Animal shelter acess road sta:7 +80 72 5idewa k:S side sta:7975 73 Sidewa k:S side sta:81 .00 TEST COMPARED TO: REMARKS PROCTOR MAXIMUM DRY OPTIMUM Performed In General Accordance With: NUMBER DENSITY MOISTURE 3 - ASTM D2922 (PCF) (%) 1 119.0 11.5 4 128.0 9.5 RESPECTFULLY SUBMITTED: David C. Wilson,RCE #54734 LAW/CRANDALL ow 9177 Sky Park Ct.,SteA San Diego,CA 92123 619-278-3600 REPORT OF FIELD DENSITY TESTS Page 5 CLIENT: City of Carlsbad JOB NO.: 41.50396.22 PROJECT: Palomar Airport Road Carlsbad TEST NUMBER MOISTURE CONTENT (%) DRY DENSITY (PCF) PROCTOR NUMBER COMPACTION (%) SPECIFIED COMPACTION (%) TEST METHOD ELEVATION OR DEPTH Tests Performed on 01/11/)9 58 6.5 116.1 1 98 90 . 3 89.5' Tests Performed on 01/12/)9 59 13.1 95.5 3 90 90 3 69' 60 9.4 106.7 1 90 90 3 67.5' 61 8.1 106.8 1 90 90 3 94' Tests Performed on 01/13/)9 62. 8.3 97.4 2 91 90 3 88' 63 8.3 119.9 4 94 90 3 84.5' 64 8.7 115.5 4 90 90 3 72' TEST LCCATIONS: 58 Sidewalk/choker fill s :a:76+50 59 Slope sta:84F75 60 Slope sta:8625 61 Choker sta:75+62 . 62 Choker sta:77+25 63 Access road to selter sta:78+60 64 Access road to sielter sta:80+00 TEST COMPARED TO: REMARKS PROCTOR MA)(IMUMDRY OPTiMUM Performed In General Accordance With: NUMBER DENSrTY MOISTURE (PCF) (%) 3 - ASTM D2922 1 119.0 11.5 3 106.5 16.0 2 107.5 16.5 4 128.0 9.5 RESPECTFULLY SUBMITTED: David C. Wilson,RCE #54734 LAW/CRANDALL 9177 Sky PárkCt.;Ste A San Diego;CA 92123 619-278-3600 REPORT OF FIELD DENSITY TESTS Page 4 CLIENT: City of Carlsbad JOB NO.: 41.50396.22 PROJECT: Palomar Airport Road Carlsbad TEST NUMBER MOISTURE CONTENT (%) DRY DENSITY (PCF) PROCTOR NUMBER COMPACTION (%) SPECIFIED COMPACTION (%) TEST METHOD ELEVATION OR DEPTH Tests Performed On 0/08/ 9 49 9.3 119.9 4 94 90 3 80' 50 8.5 117.4 4 92 90 3 74' 51 8.3 104.9 2 98 90 3 75' 52 8.1 116.7 4 91 90 3 84' 53 6.4 116.7 4 91 90 3 80' 54 9.0 104.8 2 97 90 3 80' 55 6.5 114.9 4 90 90 3 86.5' 56 7.1 114.9 4 90 90 3 81.5' 57 7.0 116.1 4 91 90 3 78' TEST LOCATIONS: 49 Slope f ill s :a:78+00 50 - Slope fill s1:a:80+50 51 Slope fill sa:79+50 52 Slope fill 4a:77+60 53 Slope fill sa:79+25 54 Slope fill s1ta:79+00 55 Slope fill sa:77+30 56 Slope fill $a:79+25 57 Slope fill sa:80+75 TEST COMPARED TO: REMARKS PROCTOR MAXIMUM DRY OFI1MUM Performed In General Accordance With: NUMBER DENSITY MOISTURE 3 - ASTM D2922 (PCF) (%) 4 128.0 9.5 2 107.5 16.5 RESPECTFULLY SUBMITTED: David C. Wilson,RCE #54734 LAW/CRANDALL 9177 Sky Park Ct.,Ste A San Diego,CA 92123 619-278-3600 REPORT OF FIELD DENSITY TESTS Page 3 CLIENT: City of Carlsbad JOB NO.:' 41.50396.22 PROJECT: Palomar Airport Road Carlsbad TEST NUMBER MOISTURE CONTENT (%) DRY DENSITY (PCF) PROCTOR NUMBER COMPACTION (%) SPECIFIED COMPACTION (%) TEST METHOD ELEVATION OR DEPTH Tests Performed on 01/07/)9 39 7.4 109.9 1 92 90 3 68.5' 40 6.9 118.0 4 92 90 3 71' 41 7.4 117.4 4 92 90 3 77.5' 42 10.5 106.8 1 90 90 3 . 74' 43 9.2 114.9 4 90 90 3 78' 44 9.7 115.5 4 90 90 3 73' 45 8.7 114.9 4 90 90 3 81' 46 9.2 108.6 1 91 90 3 76.5' 47 9.7 115.5 4 90 90 3 73' 48 8.0 117.3 4 92 90 3 70' TEST LCATIONS: 39 Slope fill sa:80+45 40 Slope fill ta:79+50 41 Slope fill sa:77+50 42 slope fill sta:78+50 43 Slope fill sjta:78+00 44 Slope fill s1ta:80+00 45 Slope fill sa:77+00 46 Slope Jill sa:78+75 47 Slope i ill sa:79+25 48 Slope Jill sta:81+00 TEST COMPARED TO: PROCTOR MAXIMUM DRY NUMBER DENSIr' (PCF) 1 119.0 4 128.0 REMARKS OPTiMUM Performed In General Accordance With: MOISTURE 3 - ASTM D2922 (%) 11.5 9.5 RESPECTFULLY SUBMITTED: David C. Wilson,RCE #54734 11 FFWAIM-w LAW/CRANDALL 9177 Sky Park Ct.,Ste A San Diego,CA 92123 619-278-3600 REPORT OF FIELD DENSITY TESTS CLIENT: City of Carlsbad JOB NO.: 41.50396.22 PROJECT: Palomar Airport Road Carlsbad TEST NUMBER MOISTURE CONTENT (%) DRY DENSITY (PCF) PROCTOR NUMBER COMPACTION (%) SPECIFIED COMPACTION (%) TEST METHOD ELEVATION OR DEPTH Tests Performed on 01/06/ 19 28 9.2 109.2 1 92 90 3 66' 29 9.1 109.9 1 92 90 3 68' 30 7.0 106.7 1 90 90 3 69' 31 7.6 106.8 1 90 90 3 69' 32 12.1 99.2 3 93 90 3 67' 33 12.8 98.0 3 92 90 3 64.5' 34 9.9 106.8 1 90 90 3 69' 35 9.6 110.5 1 93 90 3 69.5' 36 9.6 110.5 1 93 90 3 68.5' 37 11.4 109.2 1 92 90 3 70' 38 10.4 108.0 1 91 90 . 3 72.5' TEST LOCATIONS: 28 Slope fill s:a:80+23 29 Slope: ill s:a:78+80 30 Slope fill s:a:79+85 31 Slope fill s:a:78+67 32 Key/sLpe fill sta:85+0 33 Key/sLpe fill sta:86+/5 34 Slope fill s :a:79+50 35 Slope fill s ;a:84+75 36 Slope fill s :a:86+50 37 Slope fill s ;a:79+75 38 Slope f ill s :a:78+50 TEST COMPARED TO: REMARKS PROCTOR MAXiMUM DRY OPTIMUM Performed In General Accordance With: NUMBER DENSnY MOISTURE 3 - ASTM D2922 (PCF) (%) 1 119.0 11.5 3 106.5 16.0 . DISTRIBUTION: City of Carlsbad (1C,1B,1D,1ALL) RESPECTFULLY SUBMITTED: David C. Wilson,RCE #54734 LAW/CRANDALL 9177 Sky Park Ct.,Ste A San Diego,CA 921 '619-278-3600 REPORT OF FIELD DENSITY TESTS City of Carlsbad JOB NO.: 41.50396.22 Palomar Airport Road Carlsbad CLIENT: PROJECT: TEST NUMBER MOISTURE CONTENT (%) DRY DENSITY (PCF) PROCTOR NUMBER COMPACTION (%) SPECIFIED COMPACTION (%) TEST METHOD ELEVATION OR DEPTH Tests Performed on 01/04/)9 19 11.7 106.7 1 90 90 3 64' 20 11.1 107.3 1 90 90 3 71' 21 11.1 107.3 1 90 90 3 81' Tests Performed on 01/05/)9 22 7.6 114.9 1 97 90 3 72' 23 7.6 114.3 1 96 90 3 67.5' 24 7.1 114.9 1 97 90 3 82' 25 7.5 115.5 1 97 90 3 65.5' 26 7.6 114.9 1 97 90 3 66.5' 27 7.7 112.4 1 94 90 3 67.5' TEST LCCATIONS: 19 Slope sta:77-60 20 - Slope sta:76-85 21 Slope sta:76-25 22 Slope sta:76-80 23 Slope sta:78-00 24 Slope sta:76-50 25 Slope sta:79•50 26 Slope fill s :a:78+50 27 Slope fill s :a:79+40 TEST COMPARED TO: REMARKS PROCTOR MAXIMUM DRY OPTIMUM Performed In General Accordance With: NUMBER DENSITY MOISTURE (PCF) (%) 3 - ASTM D2922 1 119.0 11.5 - RESPECTFULLY SUBMITTED: David C. Wilson,RCE #54734 LAW/CRANDALL 9177 Sky Park Ct.,Ste A Saii. DiegbCA 92123 619-278-3600. REPORT OF FIELD DENSITY TESTS CLIENT: City of Carlsbad JOBNO.: 41.50396.22 PROJECT: Palomar Airport Road Carlsbad TEST NUMBER MOISTURE CONTENT (%) DRY DENSITY (PCF) PROCTOR NUMBER COMPACTION (%) SPECIFIED COMPACTION (%) TEST METHOD ELEVATION OR DEPTH Tests Performed on 12/31738 10 12.4 101.1 1 85 << 90 3 55' 10 11.2 106.7 1 90 90 3 58' 11 11.0 108.6 1 91 90 3 61.5' 12 11.0 108.0 1 91 90 3 64.5' 13 11.1 107.3 '1 90 90 3 74' 14 9.4 '106.7 1 90 90. 3 63.5' 15 12.7 113.6 1 95 90 3 69.5' 16 12.0 113.7 1 96 90 3 69' 17 11.8 116.2 1 98 90 3 72' 18 11.0 108.0 1. 91 90 3 75.5' TEST LOCATIONS: 10 Key fill sta:77+10 I0A Retest of #10 11 Key/sLpe fill sta:76+0 12 Key/sL pe fill sta:77+ 5 13 Key/sL pe fill sta:76+35 14 Key/sL pe fill sta:77+ 7 15 sidewa k:N.side f road sta:89+2 16 Sidewa k:N side of road sta:87+2 17 Sidewa k:N side of road sta:85+0 18 Key/slipe fill sta:76+5 TEST COMPARED TO: PROCTOR MAXIMUM DRY NUMBER DENSITY (PCF) 1 119.0 REMARKS OPTIMUM Performed In General Accordance With: MOISTURE 3 - ASTM D2922 N 11.5 << Denotes Less than Specified Compaction DISTRIBUTION: City of Carlsbad (1C,1B,1D,1ALL) 'RESPECTFULLY SUBMITTED: David C. Wilson,RCE #54734 Awn LAW/CRANDALL ow 9177 Sky Park Ct. ,Ste A 'San Dieo,CA 92123 619-278-3600 IF REPORT OF FIELD DENSITY TESTS CLIENT: City of Carlsbad JOBNO.: 41.50396.22 PROJECT: Palomar Airport Road Carlsbad TEST NUMBER MOISTURE CONTENT (%) DRY DENSITY (PCF) PROCTOR NUMBER COMPACTION (%) SPECIFIED COMPACTION (%) TEST METHOD ELEVATION OR DEPTH Tests Performed on 12/30/ 18 1A 10.1 110.5 1 93 90 3 66' 2A 10.0 105.8 1 89 << 90 3 67' 2B 11.4 109.2 1 92 90 3 67' 3 10.4 114.2 1 96 90 3 71' 4 10.4 114.8 1 96 90 3 69' 5 11.2 106.7 1 90 90 3 68' 6 11.2 106.7 1 90. 90 3 65.5' 7 11.1 107.3 1 90 90 3 67' 8 9.1 103.0 1 87 << 90 3 64' 8A 9.4 106.7 1 90 90 3 64' 9 11.0 108.0 1 91 90 3 74' TEST LOCATIONS: Retest of #1 . I 2A Retest of #2 2 B Retest of #2A 3 Choker -N side of road ta:92+20 4 Sidewa k-N side of road sta:91+0 5 Old storm drain sta:85 -25 6 Key fill . sta:76+50 7 Key fill sta:76+00 8 Key fill sta:77+50 8 Retest of #8 . 9 Slope sta:76F00 TEST COMPARED TO: . REMARKS PROCTOR MAXIMUMORY OPTIMUM Performed In General Accordance With: NUMBER DENSrW MOISTURE 3 - ASTM D2922 1 119.0 11.5 << Denotes Less than Specified Compaction RESPECTFULLY SUBMITTED: _~'o David C. Wilson,RCE #54734 LAW/CRANDALL ow 9177 Sky Park Ct.,Ste A San Diego,CA 92123 REPORT OF FIELD DENSITY TESTS CLIENT: City of Carlsbad 619-278-3600' JOBNO.: 41.50396.22 PROJECT: Palomar Airport Road Carlsbad TEST NUMBER MOISTURE CONTENT (%) DRY DENSITY (PCF) PROCTOR NUMBER COMPACTION (%) SPECIFIED COMPACTION (%) TEST METHOD ELEVATION OR DEPTH Tests Performed on 12/30/ 8 1A 10.1 110.5. 1 93 90 3 66' 2A 10.0 105.8 1 89 << 90 3 67' 2B 11.4 109.2 1 92 90 3 67' 3 10.4 114.2 1 96 90 3 71' 4 10.4 114.8 1 96 90 3 69' 5 11.2 106.7 1 90 90 3 68' 6 11.2 106.7 1 90 90 3' 65.5' 7 11.1 107.3 1 90 90 . 3 67' 8 9.1 103.0 1 87 << 90 3 641.. 8A 9.4 106.7 1 90 90 3 64' 9 11.0 108.0 1 91 90 3 74' TEST LOCATIONS: lA -, Retest of #1 2'A Retest of #2 2 B Retest of #2A Choker -N side of road ;ta:92±20 4 Sidewalk -N side )f road sta:91+0 5 Old storm drain sta:85 -25 6 Key fill sta:76+50 7 Key fill sta:76+00 8 Key fill . sta:77+50 8 Retest of #8 . 9 Slope sta:76F00 TEST COMPARED TO: REMARKS PROCTOR MA)UMUMORY OPTIMUM Performed In General Accordance With: NUMBER DENSITY MOISTURE 3 - ,ASTM D2922 1 119.0 11.5 << Denotes Less than Specified Compaction ' RESPECTFULLY SUBMITTED: David C. Wilson,RCE #54734 LAW/CRANDALL 9177 Sky Park Ct. ,Ste A San Diego,CA 92123 619-276-i600- REPORT OF FIELD DENSITY TESTS CLIENT: City of Carlsbad JOB NO.: 41.50396.22 PROJECT: Palomar Airport Road Carlsbad TEST NUMBER MOISTURE CONTENT (%) DRY DENSITY (PCF) PROCTOR NUMBER COMPACTION (%) SPECIFIED COMPACTION (%) TEST METHOD ELEVATION OR DEPTH Tests Performed on 12/3178 10 12.4 101.1 1 85 << 90 3 55' 10 11.2 106.7 1 90 90 3 58' 11 11.0 108.6 1 91 90 3 61.5' 12 11.0 108.0 1 91 90 3 64.5' 13 11.1 107.3 1 90 90 3 . 74' 14 9.4 106.7 1 90 90. 3 63.5' 15 12.7 113.6 1 95 90 3 69.5' 16 12.0 113.7 1 96 90 3 69' 17 11.8 116.2 1 98 90 3 72' 18 11.0 108.0 1 91 90 3 75.5' TEST LOCATIONS: 10 Key fill sta:77+10 10A Retest of #10 11 Key/sllpe fill sta:76+0 12 Key/si pe fill sta:77+ 5 13 Key/sli pe fill sta:76+35 14 Key/slpe fill sta:77+7 15 sidewa k:N.side of road sta:89+2 16 Sidewa k:N side of road sta:87+2 17 Sidewa k:N side of road sta:85+0 18 Key/slope fill sta:76+5 TEST COMPARED TO: PROCTOR MA)UMUM DRY NUMBER 0ENS11Y (PCF) 1 119.0 REMARKS OPTIMUM Performed In General Accordance With: MOISTURE 3 - ASTM D2922 (%) 11.5 << Denotes Less than Specified Compaction DISTRIBUTION: City of Carlsbad (1C,1B,1D,1ALL) RESPECTFULLY SUBMITTED: David C. Wiison,RCE #54734 w— MANN LAW/CRANDALL ow 9177 Sky Park Ct. ,SteA San Diegb,CA 92123 619-278-3600 REPORT OF FIELD DENSITY TESTS CLIENT: City of Carlsbad JOB NO.: 41.50396.22 PROJECT: Palomar Airport Road Carlsbad TEST NUMBER MOISTURE CONTENT (%) DRY DENSITY (PCF) PROCTOR NUMBER COMPACTION (%) SPECIFIED COMPACTION (%) TEST METHOD ELEVATION OR DEPTH Tests Performed on 01/04/)9 19 11.7 106.7 1 90 90 3 64' 20 11.1 107.3 1 90 90 3 71' 21 11.1 107.3 1 90 90 3 81' Tests Performed on 01/05/)9 22 7.6 114.9 1 97 90 3 72' 23 7.6 114.3 1 96 90 3 67.5' 24 7.1 114.9 1 97 90 3 82' 25 7.5 115.5 1. 97 90 3 65.5' 26 7.6 114.9 1 97 90 3 66.5' 27 7.7 112.4 1 94 90 3 67.5' TEST LCCATIONS: 19 Slope sta:77 60 20 Slope 'sta:76 85 21 Slope sta:76 .25 22 Slope sta:76F80 23 Slope sta:7800 24 Slope sta:7650 25 Slope sta:7950 26 Slope fill s:a:78+50 27 Slope fill sta:79+40 TEST COMPARED TO: REMARKS PROCTOR MAXIMUM DRY OPflMUM Perforft-ed In General Accordance With: NUMBER DENSITY MOISTURE 3 - ASTM D2922 (PCF) (%) 1 119.0 11.5 RESPECTFULLY SUBMITTED: David C. Wilson,RCE 454734 w— , A mom LAW/CRANDALL 9177 Sky Park C€'.',SèA San 'Die'g'o, CA 92123 619-278-3600 REPORT OF FIELD DENSITY TESTS CLIENT: City of Carlsbad PROJECT: Palomar Airport Road Carlsbad JOBNO.: 41.50396.22 TEST NUMBER MOISTURE CONTENT (%) DRY DENSITY (PCF) PROCTOR NUMBER COMPACTION (%) SPECIFIED COMPACTION (%) TEST METHOD ELEVATION OR DEPTH Tests Performed on 01/06/)9 28 9.2 109.2 1 92 90 3 66' 29 9.1 109.9 1 92 90 3 68' 30 7.0 106.7 1 90 90 3 69' 31 7.6 106.8 1 90 90 3 69' 32 12.1 99.2 3 93 90 3 67' 33 12.8 98.0 3 92 90 3 64.5' 34 9.9 106.8 1 90 90 3 69' 35 9.6 110.5 1 93 90 3 69.5' 36 9.6 110.5 1 93 90 3 68.5' 37 11.4 109.2 1 92 90 3 70' 38 10.4 108.0 1 91 90 3 72.5' TEST LOCATIONS: 28 Slope :111 s:a:80+23 29 Slope, fill s:a:78+80 30 Slope fill s:a:79+85 31 Slope :ill s:a:78+67 32 Key/slpe fill sta:85+0 33 Key/slcpe fill sta:86+/5 34 Slope fill s:a:79+50 35 Slope fill s:a:84+75 36 Slope fill s:a:86+50 37 Slope fill s:a:79+75 38 Slope fill s:a:78+50 TEST COMPARED TO: REMARKS PROCTOR MAXIMUM DRY OPTIMUM Performed In General Accordance With: NUMBER DENSITY MOISTURE 3 - ASTM D2922 (PCF) (%) 1 119.0 11.5 3 106.5 16.0 DISTRIBUTION: City of Carlsbad (1C,1B,1D,1ALL) RESPECTFULLY SUBMITTED: David C. Wilson,RCE #54734 W- MASIM LAW/CRANDALL ow 9177 SkyPark Ct,Ste A San Diegb,cA 92123 619-278-3600 REPORT OF FIELD DENSITY TESTS Page 3 CLIENT: City of Carlsbad JOBNO.: 41.50396.22 PROJECT: Palomar Airport Road Carlsbad TEST NUMBER MOISTURE CONTENT (%) DRY DENSITY (PCF) PROCTOR NUMBER COMPACTION (%) SPECIFIED COMPACTION (%) TEST METHOD ELEVATION OR DEPTH Tests Performed on 01/07/)9 39 7.4 109.9 1 92 90 3 68.5' 40 6.9 118.0 4 92 90 3 71' 41 7.4 117.4 4 92 90 3 77.5' 42 10.5 106.8 1 90 90 3 74' 43 9.2 114.9 4 90 90 3 78' 44 9.7 115.5 4 90 90 3 73' 45 8.7 114.9 4 90 90 3 81' 46 9.2 108.6 1 91 90 3 76.5' 47 9.7 115.5 4 90 90 3 73' 48 8.0 117.3 4 92 90 3 70' TEST LCCATIONS: 39 Slope fill s :a:80+45 40 Slope fill sj:a:79+50 . .4 41 Slope fill sa:77+50 11 42 slope fill s ta:78+50 43 Slope ill sta:78+00 44 Slope : ill sa:80+00 45 Slope : ill 4a:77+00 46 Slope : ill sa:78+75 47 Slope : ill sa:79+25 48 Slope : ill s:a:81+00 TEST COMPARED TO: REMARKS PROCTOR MAXIMUM DRY OPTIMUM Performed In General Accordance With: NUMBER DENSrrI' MOISTURE 3 - ASTM D2922 (PCF) (%) 1 119.0 11.5 4 128.0 9.5 RESPECTFULLY SUBMITTED: David C. Wilson,RCE #54734 LAW/CRANDALL ow 9177 Sky Park Ct.,Ste A Sari DieCA92I23 '619-218-3600 REPORT OF FIELD DENSITY TESTS Page 4 0.: 41.50396.22 TEST IETHOD ELEVATION OR DEPTH 3 80' .3 3 3 84' 3 80' 3 80' 3 86.5' 3 81.5' 3 78' cordance With: SUBMITTED: n,RCE #54734 LAW/C RAN DALL 9177 Sky Park Ct.,Ste A San Diego,CA 9223 619-278-3600 REPORT OF FIELD DENSITY TESTS Page 5 CLIENT: City of Carlsbad JOBNO.: 41.50396.22 PROJECT: Palomar Airport Road Carlsbad TEST NUMBER MOISTURE CONTENT (%) DRY DENSITY (PCF) PROCTOR NUMBER COMPACTION (%) SPECIFIED COMPACTION (%) TEST METHOD ELEVATION OR DEPTH Tests Performed on 01/11/ 9 58 6.5 116.1 1 98 90 3 89.5' Tests Performed on 01/12/)9 59 13.1 95.5 3 90 90 3 69' 60 9.4 106.7 1 90 90 3 67.5' 61 8.1 106.8 1 90 90 3 94' Tests Performed on 01/13/ 9 62 8.3 97.4 2 91 90 3 88' 63 8.3 119.9 4 94 90 3 84.5' 64 8.7 115.5 4 90 90 3 72' TEST L(CATIONS: 58 Sidewalk/choker fill s :a:76+50 59 Slope sta:8475 60 Slope sta:8625 61 Choker sta:75-4-62 62 Choker sta:77+25 63 Access road to sielter sta:78+60 64 Access road to sielter sta:80+00 TEST COMPARED TO: REMARKS PROCTOR MAXIMUMORY OPTIMUM Performed In General Accordance With: NUMBER DENSITY MOISTURE 3 - ASTM D2922 (PCF) (%) 1 119.0 11.5 3 106.5 16.0 2 107.5 16.5 4 128.0 9.5 . RESPECTFULLY SUBMITTED: HL David C. Wilson,RCE #54734 LAW/CRANDALL ow 9177, Sky Park Ct.,Ste A San Diego, CA' 212 619-278-3600 LM REPORT OF FIELD DENSITY TESTS Page 6 6.22 NATION OR )EPTH 78' 58' 67.5' 75' 72' 68.5' 72' 78' 79, ith: 34 W W-1 . LAW/CRANDALL. 'W Awl 9177 Sky Park C.,S€e A SanDiego,CA 92123 6191278-3600 LM REPORT OF FIELD DENSITY TESTS Page 7 CLIENT: City of Carlsbad JOBNO.: 41.50396.22 PROJECT: Palomar Airport Road Carlsbad TEST NUMBER MOISTURE CONTENT (%) DRY DENSITY (PCF) PROCTOR NUMBER COMPACTION (%) SPECIFIED COMPACTION (%) TEST METHOD ELEVATION OR DEPTH Tests Performed on 02/01/)9 74 8.8 114.2 5 91 90 3 304' 75 8.3 113.0 5 90 90 3 306' 76 8.9 113.0 5 90 90 3 307' Tests Performed on 02/02/)9 77 8.3 113.0 5 90 90 3 298.5 Tests Performed on 02/03/)9 78 8.8 113.6 5 90 90 3 307' TEST LOCATIONS: 74 Cribwa 1 bkfll sta:72+30 75' Cribwa1 bkfll sta:71+50 76 Cribwal bkfll sta:70+50 77 Cribwa: 1 bkfll sta:64+15 78 W cribs all s:a:67+13 TEST COMPARED TO: REMARKS PROCTOR MAXIMUM DRY OPTIMUM Performed In General Accordance With: NUMBER DENSITY MOISTURE 3 - ASTM D2 922 (PCF) (%) 5 126.0 8.5 RESPECTFULLY SUBMITTED: (4 David C. Wilson,RCE #54734 W_ MASM LAW/CRANDALL ow 9177 SkyParkCt.;Ste j%'. -San Diego,CA 92123 619-278-3600 REPORT OF FIELD DENSITY TESTS Page 8 CLIENT: City of Carlsbad JOB NO.: 41.50396.22 PROJECT: Palomar Airport Road Carlsbad TEST NUMBER MOISTURE CONTENT (%) DRY DENSITY (PCF) PROCTOR NUMBER COMPACTION (%) SPECIFIED COMPACTION (%) TEST METHOD ELEVATION OR DEPTH Tests Performed on 02/08/ 9- 79 9.9 113.0 5. 90 90 3 306' 80 8.9 113.0 5 90 90 3 302.5 Tests Performed on 02'/12/)9 81 8.3 113.0 5 90 90 3 309' 82 8.8 114.2 5 91 90 3 308.5 Tests Performed on 02/15/)9 83 6.4 116.7 5 93 90 3 305.5 84 6.9 116.8 5 93 90 3 308' 85 7.1 114.9 5 91 90 3 309' TEST LCCATIONS: 79 Cribwa 1 bkfll sta:66+ 5 80 Cribwa: 1 bkfll sta:65+ 10 1 81 Cribwa: 1 bkfll sta:71+ 5 82 Cribwa: 1 bkfll sta:72+ .0 83 Cribwa: 1. bkfll sta:65+ 0 84 Cribwa 1 bkfll sta:66+ 0 85 Cribwa: 1 bkfll sta:67+ .5 TEST COMPARED TO: REMARKS PROCTOR MAXIMUM DRY OPTiMUM Performed In General Accordance With: NUMBER DENSITY MOISTURE (PCF) 3 - ASTM D2922 (%) 5 126.0 8.5 RESPECTFULLY SUBMITTED: David C. Wilson,RCE #54734 V_ w ASM LAW/CRow ANDALL 9177 Sky Park Ct.,Ste A San Diegb,CA 9212 619-278-3600 REPORT OF FIELD DENSITY TESTS Page 9 CLIENT: City of Carlsbad JOB NO.: 41.50396.22 PROJECT: Palomar Airport Road Carlsbad TEST NUMBER MOISTURE CONTENT (%) DRY DENSITY (PCF) PROCTOR NUMBER COMPACTION (%) SPECIFIED COMPACTION (%) TEST METHOD ELEVATION OR DEPTH Tests Performed On 02/15/ 9 86 8.3 113.0 5 90 90 3 302.5 Tests Performed on 02/23/)9 87 8.2 114.2 5 91 90 3 309.5 88 5.4 115.5 5 92 90 3 307.5 89 7.5 116.2 5 92 90 3 306.5 Tests Performed on 02/25/)9 90 8.3 113.6 1 95 95 3 302.5 91 8.9 118.6 1 100 95 3 300' 92 10.4 120.5 1 100+ 95 3 298.5 TEST L(CATIONS: 86 Cribwa: 1 bkfll sta:73+/5 87 Cribwa: 1 bkfll sta:67+ 0 88 Cribwa 1 bkfll sta:66+ 0 89 Cribwa: 1 bkfll sta:65+ 0 90 Roadway sta: 11+00 91 Roadway sta: 12+25 92 Roadway sta:13+50 TEST COMPARED TO: REMARKS PROCTOR MAXIMUM DRY OPTIMUM Performed In General Accordance With: NUMBER DENSITY MOISTURE (PCF) 3 - ASTM D2922 (%) 5 126.0 8.5 1 119.0 11.5 RESPECTFULLY SUBMITTED: David C. Wilson,RCE 454734 F AMON LAW/CRANDALL ow 9177 Sky Park Ct.,Ste A SánDiegof C92123' 619-278-3600 REPORT OF FIELD DENSITY TESTS Page 10 CLIENT: City of Carlsbad JOB NO.: 41.50396.22 PROJECT: Palomar Airport Road Carlsbad TEST NUMBER MOISTURE CONTENT (%) DRY DENSITY (PCF) PROCTOR NUMBER COMPACTION (%) SPECIFIED COMPACTION (%) TEST METHOD ELEVATION OR DEPTH Tests Performed on 02/25/)9 93 7.3 119.3 1 100 95 3 295' 94 8.3 119.9 1 100+ 95 3 290.5 95 9.2 121.2 1 100+ 95 3 283' 96 8.7 115.5 1 97 95 3 280' 97 8.0 118.0 1 99 95 3 279' 98 10.4 114.8 1 96 95 3 273' 99 11.9 115.5 1 97 95 3 270.5 Tests Performed on 02/26/)9 100 11.6 113.0 5 90 90 3 305' 101 4.0 141.1 6 100+ 95 3 272' TEST LOCATIONS: 93 Roadway sta: 14+75 94, Roadway sta: /6+25 -.Zee 95 Roadway sta: /7+25 96 Roadway sta: /9+75 97 Roadway sta: 10+75 98 Roadway sta:14+00 99 Roadway sta:15+50 100 Cribwa: 1 bkfll sta:63+ ;3 101 Roadway sta: 15+00 TEST COMPARED TO: REMARKS PROCTOR MAXIMUM DRY OPTIMUM Performed In General Accordance With: NUMBER DENSITY MOISTURE 3 - ASTM D2922 (PCF) (%) 1 119.0 11.5 11 5 126.0 8.5 6 138.5 7.0 I RESPECTFULLY SUBMITTED: David C. Wilson,RCE 454734 I WAM LAW/CRANDALL ow 9177 Sky Park Ct.,Ste A Sa.nD1eg6,CA 2i23 619-278-3600 REPORT OF FIELD DENSITY TESTS Page 11 CLIENT: City of Carlsbad JOB NO.: 41.50396.22 PROJECT: Palomar Airport Road Carlsbad TEST NUMBER MOISTURE CONTENT (%) DRY DENSITY (PCF) PROCTOR NUMBER . COMPACTION (%) SPECIFIED COMPACTION (%) TEST METHOD ELEVATION OR DEPTH Tests Performed on 02/26/ 19 102 3.8 131.7 6 95 95 3 277.5 103 3.7 134.8 6 97 95 3 296' 104 3.2 136.1 6 98 95 3 300.5 105 5.6 134.8 6 97 95 3 286.5 Tests Performed On 02/27/)9 106 9.3 113.6 5 90 90 3 300.5 107 8.1 116.7 5 93 90 3 303' Tests Performed on 03/01/)9 108 8.1 107.4 2 100 95 3 281.5 TEST LCCATIONS: 102 Roadway sta: 2+75 103 'Roadway sta:/4+75 . 104 Roadway sta: /2+10 105 Roadway sta: /8+00 106 Cribwa: 1 bkfll sta:63+ 10 107 Cribwa 1 bkf1l:bhind wall sta:6 +65 108 Roadway sta:78+45 TEST COMPARED TO: REMARKS PROCTOR MAXIMUM DRY OP11MUM Performed In General Accordance With: NUMBER DENSrrf MOISTURE (PCF) 3 - ASTM D2922 (%) 6 138.5 7.0 5 126.0 8.5 2 107.5 16.5 RESPECTFULLY SUBMITTED: David C. Wilson,RCE #54734 I wom LAW/CRANDALL ow 9177 Sky Park Ct.,Ste A San Diego,CA 92]23 619-28-36dÔ -. REPORT OF FIELD DENSITY TESTS Page 12 CLIENT: City of Carlsbad JOB NO.: 41.50396.22 PROJECT: Palomar Airport Road Carlsbad TEST NUMBER MOISTURE CONTENT (%) DRY DENSITY (PCF) PROCTOR NUMBER COMPACTION (%) SPECIFIED COMPACTION (%) TEST METHOD ELEVATION OR DEPTH Tests Performed On 03/01/ 9 109 11.2 106.7 2 99 95 3 280.5 110 9.2 109.2 2 100+ 95 3 277' 111 7.4 117.4 5 93 << 95 3 301.5 112 4.6 134.3 6 97 95 3 274' 113 5.7 131.7 6 95 95 3 277.5 114 5.5 113.7 5 90 90 3 311.5 Tests Performed on 03/03/)9 115 3.7 133.6 6 96 95 3 280.5 116 3.3 134.8 6 97 95 3 284' 117 5.2 132.3 6 96 95 3 290.5 TEST LCCATIONS: 109 Roadway sta:/9+50 1I0 Roadwa: '-sta: 1+00 111 Cribwa. 1 bkfll sta:64+00 112 Roadway sts: 4+50 113 Roadway sta: 2+50 114 Cribwa 1 bkfll sta:69+ L5 115 Roadway sta: W+50 116 Roadway sta: /8+50 117 Roadway sta: 76+50 TEST COMPARED TO: REMARKS PROCTOR MAXIMUMORY OPTiMUM Performed In General Accordance With: NUMBER DENSITY MOISTURE 3 - ASTM D2922 (PCF) (%) 2 107.5 16.5 << Denotes Less than Specified Compaction 5 126.0 8.5 6 138.5 7.0 RESPECTFULLY SUBMITTED: H David C. Wilson,RCE #54734 LAW/CRANDALL ow 9177 Sky Park Ct.,Ste A San Diego,CA 92123 619-278-3600 REPORT OF FIELD DENSITY TESTS I D 396.22 ELEVATION OR DEPTH 298' 300.5 304.5 303' 303.5 282.5 268' 267' 270' With: 734 LAW/CRANDALL 9177 Sky Park Ct.,Ste A San Diego,CA 92123 REPORT OF FIELD DENSITY TESTS CLIENT: City of Carlsbad 619-278-3600 Page 14 JOBNO.: 41.50396.22 PROJECT: Palomar Airport Road Carlsbad TEST NUMBER MOISTURE CONTENT (%) DRY DENSITY (PCF) PROCTOR NUMBER COMPACTION (%) SPECIFIED COMPACTION (%) TEST METHOD ELEVATION OR DEPTH Tests Performed on 03/05/ 9 127 5.7 131.7 6 95 95 3 267' 128 5.4 138.0 6 100 95 3 268.5 129 8.3 104.3 3 98 95 3 304.5 130 4.7 132.4 6 96 95 3 305.5 131 6.2 121.1 4 95 95 3 276.5 132 5.6 134.2 6 97 95 3 270' 133 5.2 133.6 6 96 95 3 268' 134 6.0 134.9 6 97 95 3 270' 135 4.6 136.1 6 98 95 3 305.5 136 3.8 132.3 6 96 95 3 289.5 TEST LCCATIONS: 127 P/A ro d:N side sta:89 -75 128 P/A ro d:N side - sta:87 -60 - -' 129 P/A -ro d:N side sta:69 -65 130 P/A ro d:N side sta:69 -75 131 P/A rod:5 side-access roal to animaL shelter sta:11+25 132 Roadwa' :N side sta:91+ 0 133 Roadwa' :N side sta:88+ 5 134 Roadwa' :N side sta:86+ 5 135 Roadwa :N side sta:69+ 0 136 Roadwa' :S side sta:81+ 5 TEST COMPARED TO: REMARKS PROCTOR MA)UMUMDRV OPTIMUM Performed In General Accordance With: NUMBER DENSITY MOISTURE (PCF) (%) 3 - ASTM D2922 6 138.5 7.0 3 106.5 16.0 4 128.0 9.5 RESPECTFULLY SUBMITTED: David C. Wilson,RCE #54734 W- WASSM LAW/CRANDALL Ew 9177 Sky Park Ct.;Ste A San Diego,CA 92123 619-278-3600 REPORT OF FIELD DENSITY TESTS Page 15 CLIENT: City of Carlsbad JOBNO.: 41.50396.22 PROJECT: Palomar Airport Road Carlsbad TEST NUMBER MOISTURE CONTENT (%) DRY DENSITY (PCF) PROCTOR NUMBER COMPACTION (%) SPECIFIED COMPACTION (%) TEST METHOD ELEVATION OR DEPTH Tests Performed on 03/09/39 137 8.8 114.2 5. 91 90 3 311' 138 7.7 113.0 5 90 90 3 310' 139 7.4 117.4 5 93 90 3 309.5 140 7.6 114.9 5 91 90 3 307' 141 3.3 135.4 6 98 95 3 275' Tests Performed on 03/11/)9 142 10.5 113.6 1 95 . 95 3 288' TEST LCCATIONS: 137. Cribwa 1 bkfll sta:67+ 6 138 Cribwa. l-bkfli .sta:66+ 0 139 Cribwa1 bkfll sta:65+)0 . 140 Cribwa 1 bkfll sta:64+I0 . 141 Roadwa' :S side sta:83+00 142 Roadway :S side sta: 76+ 0 TEST COMPARED TO: REMARKS PROCTOR MAXIMUMORY OPTIMUM Performed In General Accordance With: NUMBER DENSrrf MOISTURE 3 - ASTM D2922 (PCF) (%) 5 126.0 85 6 138.5 7.0 . 1 119.0 11.5 RESPECTFULLY SUBMITTED: David C. Wilson,RCE #54734