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HomeMy WebLinkAbout3466; OLIVENHAIN RD WIDENING & REALIGNMENT; REPORT OF FIELD DENSITY TESTS 1997 & 1998; 1998-01-21F_ mo w LAW/CRANDALL ' 9177 Sky Park Ct. San Diego, CA 92123 619-278-3600 L REPORT OF FIELD DENSITY TESTS Page 2 CLIENT: City of Carlsbad JOB NO.: 41.50396.10 PROJECT: Olivenhain Rd. Widening, Carlsbad Olivenhain Rd., Carlsbad TEST NUMBER MOISTURE CONTENT (%) DRY DENSITY (PCF) PROCTOR NUMBER COMPACTION (%) SPECIFIED COMPACTION (%) TEST METHOD ELEVATION OR DEPTH Tests Performed on 01/08/98 237 10.7 119.1 6 . 96 90 2 FSG 238 10.4 120.6 6 97 90 2 FSG 239 12.0 117.1 6 ' 94 90 2 FSG Tests Performed on 01/21/98 240 10.2 131.1 7 95 95 .2 . FSG 241 9.3 .134.3 7 - 97 95 2 FSG TEST LC CATIONS: 237 South idewalk sib-g±ade sta:11+ 0 238 South idewalk sib -grade sta:8+50 239 South Eidewalk sLib-grade sta:5+00 240 sta:13190 241 sta:1420 TEST COMPARED TO: PROCTOR MAXIMUM DRY NUMBER DENSITY (PC) 6 124.5 7 138.5 REMARKS OPTIMUM Performed In General Accordance With: MOISTURE 2 - ASTM D1556 (%) 8.5 8.0 RESPECTFULLY SUBMITTED: David C. Wilson, RCE 54734 TEST COMPARED TO: PROCTOR MAXIMUM DRY NUMBER DENSITY CF) 4 134.8 LAW/CRANDALL ow 9177 Sky Park Ct. San Diego, CA 92123 L. 619-278-3600 REPORT OF FIELD DENSITY TESTS CLIENT: City of Carlsbad JOBNO.: 41.50396.10 PROJECT: Olivenhain Rd. Widening, Carlsbad Olivenhain Rd., Carlsbad TEST NUMBER MOISTURE CONTENT (%) DRY DENSITY (PCF) PROCTOR NUMBER COMPACTION (%) SPECIFIED COMPACTION (%) TEST METHOD ELEVATION OR DEPTH Tests Performed on 01/03/)8 200 3.7 134.2 4 100 95 3 FAB 201 4.8 130.5 4 . 97 95 3 FAB 202 5.7 130.5 4 97 95 3 FAB 203 6.2 131.1 4 97 95 3 FAB 204 4.8 130.5 4 97 95 3 FAB Tests Performed on 0.1/06/ 8 209- 4.9 125.5 4 93 93 3 - Acces 210 5.0 124.9 4 93 93 3 FAB 211 4.5 125.5 4 93 93 3 FAB TEST LCATIONS: 200 Oliven4ein Rd., east bound lanes @ s :a. 3+00,2D' from no th curb 201 Olivenlein Rd. e ast bound Lanes © stFL. 4+75,16.5' from south curb 202 Olivenlein Rd., east bound lanes © spa. 7+50,2.' from soith curb 203 O1ivenIein Rd., east bound lanes © 4a. 12+25 204 O1ivenFein Rd., hsat bound lanes © spa. 14+25, 18' from north cur 209 s Rd. t o mitigation site © sta. 0+50, south of 0+00 210 East pt . of Y acess Rd. to mitigati )n site © 3ta. 0+15 211 Access Rd. to mitigation 5.te © sta. 1+50, nor.h of 0+00 REMARKS OPTiMUM Performed In General Accordance With: MOISTURE 3 - ASTM D2922 (%) 7.7 RESPECTFULLY SUBMITTED: David C. Wilson, RCE 54734 LAW/CRANDALL 9117 Sky Park Ct. San Diego, CA 92123 619-278-3600 REPORT OF FIELD DENSITY TESTS CLIENT- City of Carlsbad JOBNO.: 41.50396.10 PROJECT: Olivenhain Rd. Widening, Carlsbad Olivenhain Rd., Carlsbad TEST NUMBER MOISTURE CONTENT (%) DRY DENSITY (PCF) PROCTOR NUMBER COMPACTION (%) SPECIFIED COMPACTION (%) TEST METHOD ELEVATION OR DEPTH Tests Performed on 12/31/ 7 186 14.3 104.9 1 92 90 3 10' 187 16.9 106.8 1 94 90 3 . 15' 188 10.4 114.8 2 97 90 3 28' 189 20.1 102.4 1 90 90 3 11' 190 13.6 109.9 2 93 . 90 3 East 191 16.5. 106.1 2 90 90 3 84.5" 192 . 7.1 106.1 3 - 92 90 3 82' TEST LC CATIONS: 186 Access Rd. to mitigation s.te © sta. 0+15 187 Access Rd. to mitigation site © sta. 0+40 188 Access Rd. to mi1tigation site © sta. 1+50 189 . Access Rd. to mi1tigation ste © sta. 1+00, sou .h of 0+00 190 to west lanes median @ stat. 9+00. 191 Median between ekst and west lanes © sta. 7+00 192 Median between est and we lanes © sta. 3+50 TEST COMPARED TO: PROCTOR MGMUM DRY NUMBER DENS1Y (PCF) 1 113.5 2 118.0 3 115.5 REMARKS OPTIMUM Performed In General Accordance With: MOISTURE 3 - ASTM D2922 (%) 14 .0 12 .5 9.9 RESPECTFULLY SUBMITTED: David C. Wilson, RCE 54734 w- wow LAW/CRANDALL ow 9177 Sky Park Ct. San Diego, CA 92123 619-278-3600 REPORT OF FIELD DENSITY TESTS CLIENT: City of Carlsbad JOBNO.: 41.50396.10 PROJECT: Olivenhain Rd. Widening, Carlsbad Olivenhain Rd., Carlsbad TEST NUMBER MOISTURE CONTENT (%) DRY DENSITY (PCF) PROCTOR NUMBER COMPACTION (%) SPECIFIED COMPACTION (%) TEST METHOD ELEVATION OR DEPTH Tests Performed on 12/22797 175 4.4 127.4 4 95 95 3 82 177 4.8 128.0 4 95 95 3 84 178 4.8 128.0 4 95 95 3 88 179 4.4 128.6 4 95 95 3 88.5 180 4.3 130.5 4 97 95 3 85 181 5.3 129.8 4 96 95 3 84 182 4.8 128.0 4 95 95 3 83 183 3.9 128.0 4 95 95 3 89 184 4.4 128.0 4 95 95 3 91 185 4.4 128.0 4 95 95 3 80 TEST LC CATIONS: 175 Retest of 175 177 Retest of 177 178 Retest of 178 179 Retest of 179 180 Retest of 180 181 Retest of 181 182 Agg Base, Westboind lanes, N side of C&G, Sta +50 183 Agg Base, 1st laie N of median, Sta .2+00 184 Agg Base, Westboind lanes, N side of C&G, Sta 4+00 185 Agg Base, Westboind lanes, S side of C&G, Sta +75 TEST COMPARED TO: REMARKS PROCTOR MMJMUMDRY OPTIMUM Performed In General Accordance With: NUMBER DENSITY MOISTURE 3 - ASTM D2922 (PCF) (%) 4 134.8 7.7 RESPECTFULLY SUBMITTED: David C. Wilson, RICE 54734 w— wow LAW/CRANDALL L 9177 Sky Park Ct. San Diego, CA 92123 619-278-3600 REPORT OF FIELD DENSITY TESTS Page 3 CLIENT: City of Carlsbad JOBNO.: 41.50396.10 PROJECT: Olivenhain Rd. Widening, Carlsbad Olivenhain Rd., Carlsbad TEST NUMBER MOISTURE CONTENT (%) DRY DENSITY (PCF) PROCTOR NUMBER COMPACTION (%) SPECIFIED COMPACTION (%) TEST METHOD ELEVATION OR DEPTH Tests Performed on 12/20/)7 171 11.0 119.3 6 96 95 3 87 172 10.1 .118.0 6 95 95 3 .. 88 173 13.7 118.0 6 - 95. 95 - 3 89 174 8.8 119.9 6 96 95 3 89 175 5.0 124.9 4 93 << 95 3 82 176 4.9 125.5 4 93 << 95 3 82 177 4.5 124.3 4 92 << 95 3 84 178 4.6 .123.0 4 91 << 95 3 87.5 179 5.0 124.9 4 93 << 95 3 88.5 80 5.5 124.8 4 93 << 95 3 84 181 4.8 128.0 4 95 95 3 84 TEST LOCATIONS: 171 Subgrace, Betweei K-rail W.bound lane/median, 3ta 11+50 172 $ubgrace, betweei Westbounl lanes and median, 3ta 12+50 173 Subgrace, betweei Westbounl lanes and median, 3ta 13+50 174 Subgrace, betweei Westbound lanes & inedian, St 14+50 175 Agg Bae, Eastboind lanes, base S C&, Sta 6+5 176 Agg Bar e, Eastboind lanes, base S C&, Sta 7+0' 177 Agg base, Eastboind lanes, base S C&, Sta 8+5' 178 Agg Base, Eastboind lanes, base S C&, Sta 12+0 179 Agg Bae, Eastboind lanes, base N C&, Sta 12+)0 180 Agg Bae, Eastboind lanes, Base N C&, Sta 8+0 181 Agg Bae, Eastboind lanes, base N C&, Sta 6+5 TEST COMPARED TO: REMARKS PROCTOR MAXIMUM DRY OPflMUM Performed In General Accordance With: NUMBER DENSITY . MOISTURE 3 - ASTM D2922 (PCF) (%) 6 124.5 . 8.5. << Denotes Less than Specified Compaction 4 134.8 7.7 RESPECTFULLY SUBMITTED: • • David C. Wilson, RCE 54734 LAW/CRANDALL 'W Awl 9177 Sky Park Ct. San Diego, CA 92123 619-278-3600 REPORT OF FIELD DENSITY TESTS Page 2 CLIENT: City of Carlsbad JOB NO.: 41.50396.10 PROJECT: Olivenhain Rd. Widening, Carlsbad Olivenhain Rd., Carlsbad TEST NUMBER MOISTURE CONTENT (%) DRY DENSITY (PCF) PROCTOR NUMBER COMPACTION (%) SPECIFIED COMPACTION (%) TEST METHOD ELEVATION OR DEPTH Tests Performed on 12/19/ 7 163 17.5 106.7 1 94 << 95 3 82.5 164 14.4 108.0 1 95 95 3 81.5 165 10.2 109.9 1 97 95 3 FSG 166 12.7 113.5 6 91 << 95 3 FSG 166 10.1 110.5- 6 89 << 95 .3 FSG Tests Performed On 12/20/)7 167 7.3 119.9 6 96 95 3 84 168 12.9 111.7 2 95 95 3 85 169 14.7 109.9 1 97 95 3 87 170 6.1 122.4 6 98 95 3 84 TEST L(CATIONS: 163 Subgra e, Roadwa r, Eastbou id, south &G, Sta 51-75 164 Subgrac e, Roadwa r, East bou id, South Subgrac e, Roadwa &G, Sta 405 165 r Eastbou id, South &G, Sta 5+75 166 Subgrac e, Roadway, Eastbou id, South &G 166 Retest of 166 167 Subgra e, Roadway, Eastbou id, South &G, Sta 9f-50 168 Subgra e, Roadway, Eastbou id, South &G, Sta 1)+75 169 Subgra e, Roadwa r, Eastbou id, South &G, Sta 12+30 170 Subgra e, Roadwa r, Eastbou id, South &G, Sta 13+70 TEST COMPARED TO: REMARKS PROCTOR MA(JMUMORY OPTIMUM Performed In General Accordance With: NUMBER DENSITY MOISTURE 3 - ASTM D2922 (PCF) (%) 1 113.5 14.0 << Denotes Less than Specified Compaction 6 124.5 8.5 2 118.0 12.5 RESPECTFULLY SUBMITTED: David C. Wilson, RCE 54734 W_ MOM LAW/CRANDALL Awl 9177 Sky Park Ct. San Diego, CA 92123 ow LM 619-278-3600 REPORT OF FIELD DENSITY TESTS CLIENT: City of Carlsbad JOBNO.: 41.50396.10 PROJECT: Olivenhain Rd. Widening, Carlsbad Olivenhain Rd., Carlsbad TEST NUMBER MOISTURE CONTENT (%) DRY DENSITY (PCF) PROCTOR NUMBER COMPACTION (%) SPECIFIED COMPACTION (%) TEST METHOD ELEVATION OR DEPTH Tests Performed on 12/18/ 7 152 13.0 110.4 3 96 95 3 82 153 15.3 109.9 3 95 95 3 82.5 154 8.8 114.2 2 97 95 3 83.5 155 7.3 110.5 3 96 95 3 85 156 16.0 112.9 2 96 95 3 81.5 157 10.1 117.3 6 94 << 95 3 89 158 11.3 111.1 6 89 << 95 3 89 159 10.8 110.4 6 89 << 95 3 87 160 11.8 116.1 2 98 95 3 87.5 161 11.3 116.1 2 98 95 3 85 162 12.9 116.0 5 96 95 3 80 TEST LCATIONS: 152 Subgrae, Roadwa(, Eastbouid, Sta 4+ 3 @ 18' Rr of Media -1 153 Subgrae, Roadway, Eastbouid, Sta 6+ 0.@ 331 RT of Median 154 Subgra e, Roadwa, Eastbouid, Sta 7+ 5 © 12' R' of Media 155 Subgra e, Roadwa , Eastbouid, Sta 8+ 0 @ 33' R' of Media 156 Subgra e, Roadwa', Eastbouid, Sta 5+ 3, © 8' R' of Media 157 Subgrae, Roadwa or , Eastbouid, Sta 12f-75, @ 35' RT of Medan 158 Subgra e, Roadwa,,, E.bnd, 'shou1der, Sta 11+9 © 401 RT f Median 159 Subgra e, Roadwa , Eastbou id, Sta 111-50 © 25' ZT of MediEin 160 Subgra e, Roadwa , Eastbouid, Sta 11 75 © 8' R' of Media 161 Roadway, Eastbou d, Sta 9+/5 © 4' RT of Median 162 Subgrac e, Roadwa , Eastbou id, Sta 4+ 15 © 30' R' of Media TEST COMPARED TO: REMARKS PROCTOR MAXIMUMORY OPTIMUM Performed In General Accordance With: NUMBER DENSITY MOISTURE (PCF) (%) 3 - ASTM D2922 3 115.5 9.9 << Denotes Less than Specified Compaction 2 118.0 P12.5 6 124.5 8.5 5 120.5 9.5 RESPECTFULLY SUBMITTED: David C. Wilson, RICE 54734 LAW/CRANDALL 9177 Sky Park Ct. San Diego, CA 92123 619-278-3600 REPORT OF FIELD DENSITY TESTS Page 2 CLIENT.' City of Carlsbad JOB NO.: 41.50396.10 PROJ EC1 Olivenhain Rd. Widening, Carlsbad Olivenhain Rd., Carlsbad TEST NUMBER MOISTURE CONTENT DRY DENSITY (PCF) PROCTOR NUMBER COMPACTION (%) SPECIFIED COMPACTION (%) - TEST METHOD ELEVATION OR DEPTH Tests Pert orme on 10/217)7 135 8.7 115.5 6 93 << 95 3 86.2' 136 7.6 123.0 6 97 95 3 86.1' 137 10.9 114.2 6 92 << 95 3 83.7' 138 8.0 117.3 6 94 << 95 3 85.5' 139 8.2 121.7 6 96 95 3 86.5' 140 8.1 116.3. 6 93 << 95 3 88.9' 142. 10.5 118.6 6 95 95 3 89' 142 7.3 118.7 6 95 95 3 88.5' 143 9.3 119.9 6 96 95 3 89.3' 144 9.3 114.3 6 92 < 95 3 89.4' 145 10.8 115.5 6 93 << 95 3 89.3' TEST LOCATIONS; 135 SG\Sew r bkfll;s ide 'S O" R L/5'SE of( ta13+35m-knho1e) ;ta;13+40 136 SG\sew i r bkfll:S lide R L/5'SW of( ta;13+35 tanhole) ta:13+30 137 SG\sew r bkf].l;S aide Olive thain Rd/1 'N of man iole ta:13+35 138 SG\sew r bkfll:S ride Olive'ihain Rd/1 'N of man o1e ta:13+35 139 SG\Sew r bkfll:S :ide Olive thain Rd/1 IN of man xoie ta:13+35 2.40 SG\sewr bkfll:Siide Olivethain Rd/6'E of manhle i ta:13+35 141 SG\sewr bkfll:S;ide Olivethain Rd/6 NW of rnaniole ta:13+35 142 SG\sewr bkfll:Siide Oliveihain Rd/9'w of manh1e ita;13+35 143 SG\sewr bkfll:B;ide Olivathain R.d/8 N of manhple ta:13+35 144 SG\sew r bkfll:S tide Olive thain Rd ta:13+35 145 SG\sewr bkfll:S iide Olivethain Rd ta:13+35 TEST COMPARED TO: REMARKS PROCTOR MAXIMUM Off OPflMUM Performed In General Accordance With: NUMBER Nrr CF) 3 - ASTM D2922 6 124.5 8.5 << Denotes Less than Specified Compactior RESPECTFULLY SUBMITTED: 10-d Ste hen M. Poole,RCE #40219 6860 229 619 NdLT:Tø LE, ST 03i A LAW/CRANDALL . A DIVISION OF LAW ENGINEERING AND ENVIRONMENTAL SERVICES, INC. November 7, 1997 Mr. Don Moore Project Inspector Community Development Center , City of Carlsbad 2075 Los Palmas Drive Carlsbad, CA 92009 Subject: Field Density Test Results• Olivenhain Road Widening Carlsbad, California Law/Crandall Project No. 70341-5-0396.10 Dear Mr. Moore, We apologize for the delay in reporting the density test results for the widening of Olivenhain Road. On October 9, 1997, our field technician was experiencing difficulty with the nuclear gauge equipment. The gauge's standard count was out of the specified range for calibration and the resulting densities from the testing were low. Noticing the difficulties with the equipment, the technician allowed the contractor to continue with the backfihling operation by testing the backfill with a hand probe. All tests probed firm to unyielding. Subsequently, on November 7, 1997, we performed additional tests in the general area where the original tests were performed to verify that the original densities were actually low. We performed tests with both the original malfunctioning gauge and a gauge which was recently calibrated. Tests from both gauges produced higher densities confirming the technician's original observations. We are enclosing test summaries from the original tests performed on October 9, 1997 and the subsequent verification tests performed on November 7, 1997. Again we apologize for the delay. We trust this letter provides you with the information you require at this time. If you have any questions, please call us. Sincerely, LAW/CRANDALL A Division of Law Engineering and Environmental Services, Inc. Step en M. Poole; R.CE #40219 Senior Engineer 9177 SKY PARK CT • SUITE A • SAN DIEGO, CA 92123 (619) 278-3600 w- mon LAW/C RAN DALL ow 9177 Sky Park Ct. San Diego, CA 92123 LM MOP REPORT OF FIELD DENSITY TESTS / / CLIENT: City of Carlsbad JOB NO. 41 .50396.10 PROJECT: Olivenhain Rd. Widening, Carlsbad Olivenhain Rd., Carlsbad TEST NUMBER MOISTURE CONTENT (%) DRY DENSITY (PCF) PROCTOR NUMBER COMPACTION (%) SPECIFIED COMPACTION (%) TEST METHOD ELEVATION OR DEPTH Tests Performed on 10/09/)7 126 7.4 109.8 3 95 90 3 84' 127 11.8 94.9 1 84 << 90 3 81' 128 10.8 98.6 5 82-<< 90 3 81' 129 13.3 98.6 5 82 << 90 3 83' 130 10.7 99.2 5 82 << 90 3 88' 131 9.8 96.1 5 80 << 90 3 88' 132 8.0 94.2 5 78 << 90 3 83.85 133 8.5 94.9 5 79 << 90 3 86.5' 134 7.0 99.2 5 82 << 90 3 86.5' TEST LOCATIONS: 126 SG\sew r access nanhole sta:10+0 @5.51 S o manhole 127 SG\sew r access manhole sta:10 -02 @7'N o manhole 128 SG\sew r access manhole sta:10+ 2 @101 N o manhole 129 SG\sew r access manhole sta:10+ 2 A101 N o manhole 130 SG\sew r access manhole sta:09+8 @1501 RT 131 SG\sloie embankment fill sta:09+2 @1451 RT 132 SG\211CP storm drain trenth sta:05+ 4 @841 RT 133 SG\18"lCP storm drain sta:10+ .5 @351 RT 134 SG\sew r access manhole sta:10+0 @2.5'S o manhole TEST COMPARED TO: REMARKS PROCTOR MAXIMUM DRY OPtiMUM Performed In General Accordance With: NUMBER DENSITY MOISTURE 3 - ASTM D2922 (PCF) (%) 3 115.5 9.9 << Denotes Less than Specified Compaction 1 113.5 14.0 5 120.5 9.5 RESPECTFULLY SUBMITTED: St 'nole RCE 40219 w— Mon LAW/CRANDALLaw / 9177 Sky Park Ct. San Diego, CA 92123 L__.. / 44 REPORT OF FIELD DENSITY TESTS,. 1<2 CLIENT: City of Carlsbad JOB, NO.:41.50396.l0 PROJECT: Olivenhain Rd. Widening, Carlsbad Olivenhain Rd., Carlsbad TEST NUMBER MOISTURE CONTENT (%) DRY DENSITY (PCF) PROCTOR NUMBER COMPACTION (%) SPECIFIED COMPACTION (%) TEST METHOD ELEVATION OR DEPTH Tests Performed on 11/07/7 146 8.0 108.7 5 90 90 3 87.5' 147 6.2 110.5 - 5 92 90 3 86' 148 7.5 107.4 5 89 << 90 3 86' 149 7.4 109.3 5 91 90 3 87.5' 150 5.5 112.4 5 93 90 3 86' 151 6.2 110.5 5 92 90 3 86' TEST LOCATIONS: 146 SG\sewr manhole 1sta:10+02•2.5'S of tnhle/rete t of 134 '/gauge 1 147 SG\sewr manhole 15ta:10+02 7'N of ma thole/rete t of 127 li/gauge 1 148 SG\sewr manhole 1sta:10+02•10'N of mthle/retes of 129 w,/gauge 1 149 SG\sewEr manhole'sta:10+02 2.5'S of inhle/rete t of 134 i/gauge 7 150 SG\sewr manhole'sta:10+02•7'N of mnil/retest Df 127 w/gLuge 7 151 SG\sewEr manhole'sta:10+0210'N of mihi/retest of 129 w/auge 7 TEST COMPARED TO: REMARKS PROCTOR MAXIMUM DRY OPTIMUM Performed In General Accordance With: NUMBER DENSITY MOISTURE 3 - ASTM D2922 (PCF) (96) 5 120.5 9.5 << Denotes Less than Specified Compaction RESPECTFULLY SUBMITTED: S phen Poole RCE 40219 LAW/CRANDALL ' '1 9177 Sky Park Ct. San Diego, CA 92123 L REPORT OF FIELD DENSITY TESTS CLIENT: City of Carlsbad PROJECT: Olivenhain Rd. Widening, Carlsbad Olivenhain Rd., Carlsbad 6i9_27T8T3600 , I I OCT - 7 jc.rr JOB'!NO:T C41.5 39 6 .10 TEST NUMBER MOISTURE CONTENT (%) DRY DENSITY (PCF) PROCTOR NUMBER COMPACTION (%) SPECIFIED COMPACTION (%) TEST METHOD ELEVATION OR DEPTH Tests Performed on 08/11/)7 118 11.4 104.8 1 92 90 3 -4' 119 10.6 105.5 1 93 90 3 -5' 120 10.9 103.0 1 91 90 3 -6' TEST LC CATIONS: 118 Wall b) f, S side of S wing wall, sta 10' S of wall © 2' behind 119 Wall b)f, S side of S wall, sta 14' Erom Winf Urall © 2.5 behind 120 Wall b) f, S side od S wall, 42' from wing wall © 2' behind wall TEST COMPARED TO: REMARKS PROCTOR MA)UMUMORY OFflMUM Performed In General Accordance With: NUMBER DENSITY MOISTURE 3 - ASTM D2922 (PCF) (%) 1 113.5 14.0 RESPECTFULLY SUBMITTED: David C. Wilson, RCE #54734 LAW/C RAN DALL 9177 Sky Park Ct. San Diego, CA 92123 REPORT OF FIELD DENSITY TESTS I CLIENT: City of Carlsbad RECEIVED 619-278-3600 AUG 28 1997 ENGINEERING DEPARTMENT JOBNO.: 41.50396.10 PROJECT: Olivenhain Rd. Widening, Carlsbad Olivenhain Rd., Carlsbad TEST NUMBER MOISTURE CONTENT (%) DRY DENSITY (PCF) PROCTOR NUMBER COMPACTION (%) SPECIFIED COMPACTION (%) TEST METHOD ELEVATION OR DEPTH Tests Performed On 07/0'3/)7 27 8.2 105.5 2 89 << 90 3 99' 28 7.4 109.2 2 93 90 3 100' 29 7.6 106.7 2 90 90 3 101' 30 10.0 105.5 2 89 << 90 1 3 93.3' 31 8.0 108.6 2 92 90 3 93' 32 6.4 107.3 2 91 90 3 90' 33 10.7 111.7 2 95 90 3 89.5' 34 11.8 111.1 2 94 90 3 88.2' 35 11.2 106.7 2, 90 90 3 88.5' 36 11.2 106.0 2 90 90 3 86' TEST LC CATIONS: 27 SG, SW- section of WIER, S side of ol venhan 28 SG, SE -section of WIER, S side of ol Ivenhain 29 SG, N central -section of W EIR, S s.id of olive ihain 30 SG, bkl -jnt utit, trench, T side of )livenhain sta 14+5 31 SG, b]cl -jnt ut1t trench, 301 W type bi, 20' c irb inlet 32 SG, bki -jnt utlt, trench, I side of )livenhain sta 12 + 00 33 SG, Bki -jnt utltr trench, 1. side of )livehain, sta 11 + 0 34 SG, bki -jnt utlti trench, I side of )livehain rd, sta 10 + 00 35 SG, bki -jnt utlti trench, I side of )livenhain sta 8 + 0 36 SG, bkl -jnt utltr trench, I side of )livehain, sta 8 + 0 TEST COMPARED TO: REMARKS PROCTOR MAUMUM DRY OPI1MUM Performed In General Accordance With: NUMBER DENSrrY MOISTURE 3 - ASTM D2922 2 118.0 12.5 << Denotes Less than Specified Compaction RESPECTFULLY SUBMITTED: David C. Wilson, ACE #54734 LAW/C RAN DALL 9177 Sky Park Ct. San Diego, CA 92123 619-278-3600 REPORT OF FIELD DENSITY TESTS CLIENT: City of Carlsbad JOB NO.:- 41.50396.10 PROJECT: Olivenhain Rd. Widening, Carlsbad Olivenhain Rd., Carlsbad TEST NUMBER MOISTURE CONTENT (%) DRY DENSID'(. (PCF) PROCTOR NUMBER :- COMPACTION (%) SPECIFIED COMPACTION (%) TEST - METHOD ELEVATION OR - DEPTH Tests Performedon 05/15/ 7 4 14.0 107.4 2 91 90 3 76.5' 5 10.7 106.9 2 91 90 3 77' 6 9.5 109.2. 2 .93 90 3 76.5' 7 13.2 109.5 2 93 90 3 78' 8 9.5 106.7 2 90 .0 3 78' 9 5.6 109.7 2 93 90 3 78' TEST L( ATIONS: 4 SG, wetend of a)utment #3 5 SG, ea.-tend of a)utment #3 6 SG, Abutment 41 (middle) 7 SG, we tend abutment #3 8 SG, ea tend of abutment #3 9 SG, ab tment wal. #1, east nd TEST COMPARED TO: REMARKS PROCTOR MAXIMUM ORY OPTIMUM Performed In General Accordance With: NUMBER OENSITI MOISTURE 3 - ASTM D2922 (PCF) (%) 2 . 118.0 12.5 RESPECTFULLY SUBMITTED: 4 David C. Wilson, RICE #54734 p- ? =001 mm LAW/CRANDALL 9177 Sky Park Ct. San Diego, CA 92123 619-278-3600 REPORT OF FIELD DENSITY TESTS CLIENT: City of Carlsbad JOB NO.: 41.50396.10 PROJECT: Olivenhain Rd. Widening, Carlsbad Olivenhain Rd., Carlsbad TEST NUMBER MOISTURE CONTENT (%) DRY DENSITY (PCF) PROCTOR NUMBER COMPACTION (%) SPECIFIED COMPACTION (%) TEST METHOD ELEVATION OR DEPTH Tests Performed on 02/0777 1 10.0 112.4 1 99 95 3 86' 2 13.5. 111.0 1 98 95 3 86' 3 14.7 114.8 2 97 95 3 85.5' TEST LOCATIONS: 1 Oliven] am Rd. @ sta. 11+2), 60' rt. c/i - 2 OlivenJ am Rd. © sta. 10+90, 45' rt. c/1- 3 OiivenJ am Rd. © sta. 13+25, 55' rt. c/i TEST COMPARED TO: PROCTOR MAXIMUM DRY NUMBER DENSITY (PCF) 1 113.5 2 118.0 OPTIMUM REMARKS Performed In General Accordance With: MOISTURE 3 - ASTM D2922 (%) 14.0 12.5 RESPECTFULLY SUBMITTED: David C. Wilson, RCE #54734 W- mom LAW/CRANDALL Awl 9177 Sky Park Ct. San Diego, CA 92123 ow 619-278-3600 REPORT OF FIELD DENSITY TESTS CLIENT: City of Carlsbad JOBNO.: 41.50396.10 PROJECT: Olivenhain Rd. Widening, Carlsbad Olivenhain Rd., Carlsbad TEST NUMBER MOISTURE CONTENT (%) DRY DENSITY (PCF) PROCTOR NUMBER COMPACTION (%) SPECIFIED COMPACTION (%) TEST METHOD ELEVATION OR DEPTH Tests Performed on 02/06/ 7 1 10.0 112.4 1 99 90 3 86' 2 13.5 111.0 1 98 90 3 86' 3 14.7 114.8 1 100+ 90 3 85.5' Tests Performed on 06/04/)7 4 14.7 101.7. 1 90 90 3 86' .5 16.7 104.9 1 92 90 3 78' 6 14.3 104.9 1 92 90 3 80' 7 12.2 112.4 1 99 90 3 83' 8 11.9 110.5 1 97 90 3 86.5' 9 14.0 103.0 1 91 90 3'. 81.5' TEST LOCATIONS: 1 SG\Oli' enhain Rd sta:11+20, ;o'RT c/i 2 SG\Oli' enhain Rd ta:10+90, :5'RT c/i 3 SG\Oli' enhain Rd sta:13+25, 5'RT c/i 4 SG\Oli' enhain Rd sewer lin ta:00+52 5 SG\Oli' enhain Rd sewer line ta:00+32 6 SG\Oli' enhain Rd sewer line 7 SG\Oli' enhain Rd sewer line sta:00+30 8 SG\Oli'enhain Rd sewer line ta:00+34 9 SG\Oli' enhain Rd sewer link ta:00+62. TEST COMPARED TO: REMARKS PROCTOR MAXIMUMORY OPTIMUM Performed In General Accordance With: NUMBER DENSrTY - MOISTURE (PCF) (%) 3 - ASTM D2922 1 113.5 14.0 RESPECTFULLY SUBMITTED: Ste hen M. Poole,RCE #40219 LAW/C RAN DALL 9177 Sky Park Ct. San Diego, CA 92123 619-278-3600 REPORT OF FIELD DENSITY TESTS Page 2 CLIENT: City of Carlsbad JOBNO.: 41.50396.10 PROJECT: Olivenhain Rd. Widening, Carlsbad Olivenhain Rd., Carlsbad TEST NUMBER MOISTURE CONTENT (%) DRY DENSITY (PCF) PROCTOR NUMBER COMPACTION (%) SPECIFIED COMPACTION (%) TEST METHOD ELEVATION OR DEPTH Tests Performed on 06/04/97 10 13.9 103.6 1 91 90 3 83.5' 11 14.6 103.0 1 91 90 3 78' 12 13.2 103.7 1 91 90 3 82' 13 12.8 102.4 1 90 90 3 84.5 Tests Performed on 06/10/)7 14 10.8 109.0 1 96 95 2 86' 15 11.6 108.0 1 95 95 2 86' 16 10.9 112.6 1 97 95 / 2 82' 17 6.3 109.2 3 95 90 3 84' 18 11.0 108.6 1 96 95 3 85' TEST LOCATIONS: 10 SG\Oli' enhain Rd sewer 1in ta:00+58 11 SG\Oli' enhain Rd sewer line 6ta:00+25 12 SG\Oli' enhain Rd sewer line ta:00+35 13 SG\Oli' enhain Rd sewer line 6ta:00+27 14 SG\Oli' enhain Rd rta:lo-foo 15 SG\Oli' enhain Rd S 3ta:10+00 16 SG\Oli' enhain Rd ta:13+00 17 SG\Oli' enhain Rd:sp pipe bedding 8"H20 line ta:13+25 18 SG\Oli' enhain Rd:bkfll 8"H20 line ta:13+30 TEST COMPARED TO: REMARKS PROCTOR MAXJMUMDRY OPI1MUM Performed In General Accordance With: NUMBER oENSrr, - MOISTURE (PCF) (%) 3 - ASTM D2922 2 - ASTM D1556 1 113.5 14.0 3 115.5 9.9 S RESPECTFULLY SUBMITTED: ".,/ e~~_L Stephen M. Poole.,RCE #40219 w- own LAW/CRANDALL "1 9177 Sky Park Ct. San Diego, CA 92123 Lm i 619-278-3600 REPORT OF FIELD DENSITY TESTS Page 3 CLIENT: City of Carlsbad JOBNO.: 41.50396.10 PROJECT: Olivenhain Rd. Widening, Carlsbad Olivenhain Rd., Carlsbad TEST NUMBER MOISTURE CONTENT (%) DRY DENSITY (PCF) PROCTOR NUMBER COMPACTION (%) SPECIFIED COMPACTION (%) TEST METHOD ELEVATION OR DEPTH Tests Performed on 06/10/)7 19 10.4 108.0 1 95 95 3 89.5 Tests Performed on 06/24/)7 20 11.1 109.7 2 93 90 2 112' 21 11.4 110.1 2 93 90 2 110.5 22 11.0 109.0 2 92 90 2 112' 23 9.8 107.5 2 91 90 2 112' Tests Performed on 06/26/)7 24 10.5 109.3 2 93 90 2 113' 25 9.7 110.7 2 94 90 2 113' TEST L(CATIONS: 19 SG\Olienhain Rd:bkfll 8"H20 line ;ta:13+15 20 SG\Oli enhain Rd 21 SG\Olienhain Rd 22 SG\01ifenhain Rd 23 SG\Oli4enhain Rd 24 SG\Olienhain Rd 25 SG\Olii enhain Rd TEST COMPARED TO: REMARKS PROCTOR MAXJMUMORV OPTiMUM Performed In General Accordance With: NUMBER DENSmY - MOISTURE 3 - ASTM D2922 (PCF) (%) 2 - ASTM D1556 1 113.5 14.0 2 118.0 12.5 RESPECTFULLY SUBMITTED: Stephen M. Poole,RCE #40219 LAW/C RAN DALL 9177 Sky Park Ct. San Diego, CA 92123 619-278-3600 REPORT OF FIELD DENSITY TESTS Page 4 CLIENT: City of Carlsbad JOBNO.: 41.50396.10 PROJECT: Olivenhain Rd. Widening, Carlsbad Olivenhain Rd., Carlsbad TEST NUMBER MOISTURE CONTENT (%) DRY DENSITY (PCF) PROCTOR NUMBER COMPACTION (%) SPECIFIED COMPACTION (%) TEST METHOD ELEVATION OR DEPTH Tests Performed on 06/26/)7 26 10.8 109.5 2 93 90 2 113' Tests Performed on 07/03/)7 27 8.2 105.5 2 89 << 90 3 99' 28 7.4 109.2 2 93 90 3 100' 29 7.6 106.7 2 90 90 3 101' 30 10.0 105.5 2t 89 << 90 - 3 93.3' 31 8.0 108.6 2 92 90 3 93' 32 6.4 107.3 2 91 90 3 90' 33 10.7 111.7 2 95 90 3 89.5' 34 11.8 111.1 2 94 90 3 88.2' TEST L(CATIONS: 26 SG\Oli' enhain Rd 27 SG\SW section of wier:S sue of Olivnhain Rd 28 SG\SE section of wier:S sue of O1ivnhain Rd 29 SG\NCei tral section of wier:S side o Olivenhain Rd 30 SG\bkf: -jnt utility trench:N side of Olivenhain Rd ;ta:14+50 31 sG\bkf: -jnt utility trench:30' W typ bi, 20' curb inlet 32 sG\bkf: -jnt utility trench:N side of Olivenhaip Rd ta:12+00 33 sG\bkf: -jnt utility trench:N side of Olivenhain Rd 3ta:11+00 34 SG\bkf: -jnt util.ty trench:N side of Olivehain Rd ta:10+00 TEST COMPARED TO: REMARKS PROCTOR Mfi(JMUMORY OPTIMUM Performed In General Accordance With: NUMBER OENSIV( MOISTURE 2 - ASTM D1556 (PCF) (%) 3 - ASTM D2922 2 118.0 12.5 << Denotes Less than Specified Compactior RESPECTFULLY SUBMITTED: Stephen M. Poole,RCE #40219 Wasm LAW/CRANDALL ow 9177 Sky Park Ct. San Diego, CA 92123 619-278-3600 REPORT OF FIELD DENSITY TESTS Page 5 CLIENT: City of Carlsbad JOBNO.: 41.50396.10 PROJECT: Olivenhain Rd. Widening, Carlsbad Olivenhain Rd., Carlsbad TEST NUMBER MOISTURE CONTENT (%) DRY DENSITY (PCF) PROCTOR NUMBER COMPACTION (%) SPECIFIED COMPACTION (%) TEST METHOD ELEVATION OR DEPTH Tests Performed on 07/03/)7 35 11.2 106.7 2 90 90 3 88.5' 36 11.2 106.0 '2 90 90 3 86' Tests Performed on 07/07/ 7 37 9.1 103.0 1 91 90 3 113' 38 9.6 104.2 1 92 90 3 113' 39 12.0 104.2 1 92 90 3 113' 40 9.7 103.0 1 91 90 3 113 41 10.4 101.8 1 90 90 3 113' 42 12.8 107.4 1 95 90 3 113' 43 10.2 104.3 1 92 90 3 103' TEST LOCATIONS: 35 SG\bkf. -jnt uit]Jty trench:N side of Rd ;ta:08+00 36 sG\bkf: -jnt utility trench :N side of OlivehainRd Oiivenhaitta:02+50, ;ta:08+00 37 SG\top of S spiliway:NE coner 51 LT c/l 38 SG\top of S spii.way:Wside ta:03+00, 51 RT c/l 39 SG\top of S spiliway:Wside sta:04+001 51 RT c/l 40 SG\top of S spil.way:Wside 6ta:04+50, 51 RT c/l 41 SG\top of S spil.way:Eside ta:04+50, 51 LT c/l 42 SG\top of S spil.way:Eside ta:03+50, 0'LT c/l 43 SG\wie: fiil:SW section ta:02+00, 0'RT c/l TEST COMPARED TO: PROCTOR MAXiMUM DRY OPTIMUM NUMBER DENSITY MOISTURE (PCF) (%) 2 118.0 12.5 1 113.5 14.0 REMARKS Performed In General Accordance With: 3 - ASTM D2922 RESPECTFULLY SUBMITTED: 6 Stephen M. Pooie,RCE #40219 w— 14 own LAW/CRANDALL 9177 Sky Park Ct. San Diego, CA 92123 ow REPORT OF FIELD DENSITY TESTS CLIENT: City of Carlsbad 619-278-3600 Page 6 1JOBNO.: 41.50396.10 PROJECT: Olivenhain Rd. Widening, Carlsbad Olivenhain Rd., Carlsbad TEST NUMBER MOISTURE CONTENT (%) DRY DENSITY (PCF) PROCTOR NUMBER COMPACTION (%) SPECIFIED COMPACTION (%) TEST METHOD ELEVATION OR DEPTH Tests Performed on 07/07/ 7 44 10.0 106.1 1 93 90 3 103' 45 10.0 111.8 2 95 90 3 103' 46 10.4 108.0 2 92 90 3 103' Tests Performed on 07/17/)7 47 12.4 107.7 1 95 90 2 89' 48 12.1 107.0 1 94 90 2 95' Tests Perfoi-med on 07/29/)7 49 6.8 110.5 1 97 95 3 90' 50 9.3 108.0 1 95 95 3 89' TEST LC CATIONS: 44 SG\wie: fill:SE section ta:02+00 SOILT c/i 45 SG\wie: fill:NE section ta:01+60, ita:01+60,50'RT ;o'LT c/l 46 SG\wie: fill:NW section c/l 47 SG\Oli' enhain RdP'ElCamino Leal:NE co ner-18'tSD trnch,1/2 up slope 48 SG\Oli' enhain Rd 49 SG\Oli' enhain Rd sta:13+25 50 SG\Oli' enhain Rd ;ta:12+25 TEST COMPARED TO: REMARKS PROCTOR MAUMUMORY OPTIMUM Performed In General Accordance With: NUMBER DENSITY - MOISTURE . 3 - ASTM D2922 (PCF) (%) 2 - ASTM D1556 1 113.5 14.0 2 118.0 12.5 RESPECTFULLY SUBMITTED: 'H Stephen M. Poole,RCE #40219 w— won LAW/CRANDALL 9177 Sky Park Ct. San Diego, CA 92123 ow LM REPORT OF FIELD DENSITY TESTS CLIENT: City of Carlsbad 619-278-3600 Page 7 JOBNO.: 41.50396.10 PROJECT: Olivenhain Rd. Widening, Carlsbad Olivenhain Rd., Carlsbad TEST NUMBER MOISTURE CONTENT (%) DRY DENSITY (PCF) 0 PROCTOR NUMBER COMPACTION (%) SPECIFIED COMPACTION (%) TEST METHOD ELEVATION OR DEPTH Tests Performed on 07/29/ 7 51 10.3 108.9 1 96 95 3 87.5 52 10.6 118.0 1 100+ 95 3 86.5' 53 13.6 114.9 1 100+ 95 3 86' 54 8.1 116.1 2 98 95 3 83.5' 55 7.6 114.3 2 97 95 3 83.5' 56 11.2 116.8 2 99 95 3 82' 57 10.0 112.4 2 95 95 3 81.5' 58 11.2 111.7 2 95 95 3 80.5' 59 10.4 114.2 2 97 95 3 79' 60 9.0 111.7, 2 95 95 3 78' TEST L(CATIONS: 51 SG\Oli' enhain Rd ;ta:11+25 52 SG\Oli' enhain Rd ta:10+25 53 SG\Oli' enhain Rd ta:09+25 54 SG\Oli' enhain Rd ta:08+00 55 SG\Oli' enhain Rd ta:07+00 56 SG\OlienhainRd ta:06+00 57 SG\Oli' enhain Rd ta:05+00 Ita:02+25 58 SG\Oliienhain Rd - ta:04+00 59 SG\Oliienhain Rd 0 ta:03+00 60 SG\Oliienhain Rd TEST COMPARED TO: REMARKS PROCTOR MAXIMUM DRY OPTIMUM Performed In General Accordance With: NUMBER DENSrry - MOISTURE 3 - ASTM D2922 (PCF) (%) 1 113.5 14.0 2 118.0 12.5 - RESPECTFULLY SUBMITTED: Stephen M. Poole,RCE #40219 w— wo= LAW/CRANDALL EMM 9177 Sky Park Ct. San Diego, CA 92123 619-278-3600 REPORT OF FIELD DENSITY TESTS Page 8 CLIENT: City of Carlsbad JOBNO.: 41.50396.10 PROJECT: Olivenhain Rd. Widening, Carlsbad Olivenhain Rd., Carlsbad TEST NUMBER MOISTURE CONTENT (%) DRY DENSITY (PCF) PROCTOR NUMBER COMPACTION (%) SPECIFIED COMPACTION (%) TEST METHOD ELEVATION OR DEPTH Tests Performed on 07/30/ 7 61 3.5 126.1 4 94 << 95 3 87' 62 3.0 123.7 4 92 << 95 3 85.5' 63 2.9 126.8 4 94 << 95 3 84.5' 64 2.8 129.9 4 96 95 3 83' 65 3.0 124.3 4 92 << 95 3 83' 66 3.6 122.3 4 91 << 95 3 83' 67 3.0 123.7 4 92 << 95 3 80' 68 3.8 115.5 4 86 << 95 3 81' 69 3.1 118.0 4 88 << 95 3 84.5' TEST LC CATIONS: 61 AB\Oli'enhain Rd:S curb sta:10+00 62 AB\Oli' enhain Rd:S curb st:09+00 63 AB\Oli' enhain Rd:S curb st:08+00 64 AB\Oli' enhain Rd:S curb st:07+00 65 AB\Olienhain Rd:S curb st:05+93 66 AB\Oliienhain Rd:S curb st:05+00 67 AB\Oliienhain Rd:N curb st:03+75 68 AB\Oliienhain Rd:N curb st&:04+75 69 AB\O1ienhain Rd:N curb st:08+50 TEST COMPARED TO: REMARKS PROCTOR MAXIMUM DRY OPTiMUM Performed In General Accordance With: NUMBER DENSITY - MOISTURE 3 - ASTM D2922 (PCF) (%) 4. 134.8 7.7 << Denotes Less than Specified Compactior RESPECTFULLY SUBMITTED: Step en M. Poole. RCE #40219 wom LAW/CRANDALL OW 9177 Sky Park Ct. San Diego, CA 92123 619-278-3600 REPORT OF FIELD DENSITY TESTS CLIENT: City of Carlsbad JOBNO.: 41.50396.10A PROJECT: Olivenhain Road Widening Olivenhain Rd TEST NUMBER MOISTURE CONTENT DRY DENSITY (PCF) PROCTOR NUMBER COMPACTION (%) SPECIFIED COMPACTION (%) TEST METHOD ELEVATION OR DEPTH Tests Performed on 07/30/ 7 61A 3.9 128.6 4 95 95 3 87' 62A 2.9 128.0 4 95 95 3 85.5' 63A 3.8 131.1 4 97 95 3 84.5' 64A 0.0 0.0 4 0 << 95 3 65A 3.8 130.5 4 97 95 3 83' 66' 3.9 127.4 4 95 95 3 83' Tests Performed on 07/31/)7 67A 3.9 127.4 4 95 95 3 79.5' 68A 3.9 127.4 4 95 95 3 81' 69A 3.4 128.6 4 95 95 3 84.5' TEST LOCATIONS: 61A SG\oli' enhain Rd:S curb/sta:10+00 re .est of 61 62A SG\Oli' enhain Rd:S curb/st:09+00 re .est of 62 63A SG\Olii enhain Rd:S curb/stk:08+00 re est of 63 64A Test not used 65A SG\Oli' enhain Rd:S curb/st6:05+93 re est of 65 66A SG\01i enhain Rd:S curb/stk:05+00 re est of 66 67A SG\Oli enhain Rd:N curb/stk:03+25 re est of 67 68A SG\Olii enhain Rd:N curb/st:04+25 re est of 68 69A SG\oli enhain Rd:N curb/st:08+25 re est of 69 TEST COMPARED TO: REMARKS PROCTOR MAUMUM DRY 0P1MUM Performed In General Accordance With: NUMBER DENSIIY MOISTURE 3 - ASTM D2922 (PCF) (%) 4 134.8 7.7 << Denotes Less than Specified Compaction RESPECTFULLY SUBMITTED: *rp)henM. Poolë,RCE #40219 MAWN LAw/cRANDALL ow 9177 Sky Park Ct. San Diego, CA 92123 L 619-278-3600 REPORT OF FIELD DENSITY TESTS Page 9 CLIENT: City of Carlsbad JOBNO.: 41.50396.10 PROJECT: Olivenhain Rd. Widening, Carlsbad Olivenhain Rd., Carlsbad TEST NUMBER MOISTURE CONTENT (%) DRY DENSITY (PCF) PROCTOR NUMBER COMPACTION (%) i SPECIFIED COMPACTION (%) TEST METHOD ELEVATION OR DEPTH Tests Performed on 07/31/)7 70 4.7 133.0 4 99 95 3 82' 71 3.9 128.0 4 95 95 3 82.5' 72 3.8 132.3 4 98 95 3 83' 73 3.8 130.5 4 97 95 3 85' 74 3.4. 128.0 4 95 95 3 86.5' 75 4.7 131.8 4 98 95 3 88' 76 3.4 128.0 4 . 95 95 - 3 88' 77 3.4 128.0 4 95 95 3 79' Tests Performed on 08/05/)7 78 10.9 102.4 1 90 90 3 89' TEST LC CATIONS: 70 AB\Olii enhain Rd:N curb Std:05+25 71 AB\Oli' enhain Rd:N curb st:06+25 72 AB\Olji enhain Rd - st:07+25 73 AB\O1ienhain Rd:N curb st:09+25 74 AB\O1ienhain Rd:N curb st:10+30 75 AB\Oli enhain Rd:N curb sta: 11+25 76 AB\Oliienhain Rd:N curb st:12+25 77 AB\Oliienhain Rd:N curb st:02+50 78 AB\sid walk N of Olivenhaii Rd st:12+25 TEST COMPARED TO: REMARKS PROCTOR MAXIMUM DRY OPTIMUM Performed In General Accordance With: NUMBER DENSrw. MOISTURE (PCF) 3 - ASTM D2922 (%) 4 . 134.8 7.7 1 113.5 14.0 RESPECTFULLY SUBMITTED: Stephen M. Poole,RCE #40219 A01 LAW/CRANDALL 9177 Sky Park Ct. San Diego, CA 92123 619-278-3600 REPORT OF FIELD DENSITY TESTS Page 10 CLIENT: City of Carlsbad : JOB NO.: 41.50396.10 PROJECT: Olivenhain Rd. Widening, Carlsbad Olivenhain Rd., Carlsbad TEST NUMBER MOISTURE CONTENT (%) DRY DENSITY (PCF) PROCTOR NUMBER COMPACTION (%) SPECIFIED COMPACTION (%) TEST METHOD ELEVATION OR DEPTH Tests Performed on 08105/)7 79 11.3 105.5 1 93 90 3 88.5' 80 12.1 103.0 1 91 90. 3 88' Tests Performed on 08/06/)7 81 7.9 129.4 4 96 95 2 FG 82 8.7 132.6 4 98 95 2 FG 83 9.0 130.2 4 . 97 95 .2 FG 84 7.5 130.1 4 97 95 2 FG .85 8.3 134.0 4 99 95 2 FG TEST LC CATIONS: 79 AB\sid walk N of Olivenhai 1 Rd . St :11+25 80 AB\sid walk N of Olivenhai 1 Rd St :10+25 81 FSG\si ewalk N o Olivenha.n Rd St :02+50 82 FSG\si ewalk N o O1ivenhan Rd . St :05+00 83 FSG\si ewalk N o O1ivenha.n Rd St :07+20 84 FSG\si ewalk N o OlivenhaEin Rd. St :09+00 85 FSG\si ewalk N o Olivenhain Rd St :11+50 TEST COMPARED TO: REMARKS PROCTOR MAXJMUMDRY OPTiMUM . Performed In General Accordance With: NUMBER DENSITY - MOISTURE (PCF) (%) 3 - ASTM D2922 2 - ASTM D1556 1 113.5 14.0 4 134.8 7.7 RESPECTFULLY SUBMITTED: Stephen M. Poole,RCE #40219 ~ wom LAW/CRANDALL Awl 9177 Sky Park Ct. San Diego, CA 92123 619-278-3600 ow REPORT OF FIELD DENSITY TESTS Page 11 CLIENT: City of Carlsbad JOB NO.: 41.50396.10 PROJECT: Olivenhain Rd. Widening, Carlsbad Olivenhain Rd., Carlsbad TEST NUMBER MOISTURE CONTENT (%) DRY DENSITY (PCF) PROCTOR NUMBER COMPACTION (%) SPECIFIED COMPACTION (%) TEST METHOD ELEVATION OR DEPTH Tests Performed on 08/09/ 7 86 11.2 106.1 1 93 90 3 101' 87 12.3 106.8 1 94 90 3 100' 88 10.9 102.4 1 90 90 3 101' 89 13.5 106.7 1 94 90 3 101' 90 12.1 108.6 1 96 90 3 102.5 91 10.6 105.5 1 93 90 3 103' 92 10.9 103.0 1 91 90 3 101' 93 12.6 103.6 1 91 90 3 102' 94 11.6 102.3 1 90 90 3 100.5 95 10.8 103.7 1 91 90 3 102' 96 14.4 104.2 1 92 90 3 103' TEST LOCATIONS: 86 SG\wal bkfll:NsLde of N w 11(Wside) 87 SG\wal bkfll:SsLde of N w 11(Wside) 88 SG\wal bkfll:NsLde of N w 11(Eside) 89 SG\wal bkfll:Nstde of N w 11(Eside) 90 SG\wal bkfll:Nstde of N w 11(Eside) 91 SG\wal bkfll:NsLde of N w 11(Wside) 92 SG\wal bkfll:Sstde of N w 11(Eside) 93 SG\wal bkfll:SsLde of N w ll(middle 94 SG\wal bkfll:Nstde of S w ll(Eend) 95 SG\wal bkfll:Nside of S.w 11 (middle 96 SG\wal bkf11:Nsde of S w ll(Wside) TEST COMPARED TO: REMARKS PROCTOR MAXIMUMORY OPTIMUM Performed In General Accordance With: NUMBER DENSITY MOISTURE 3 - ASTM D2922 (PCF) (%) 1 113.5 14.0 RESPECTFULLY SUBMITTED: Stephen M. Poole,RCE #40219 LAW/CRANDALL OW Aml 9177 Sky Park Ct. San Diego, CA 92123 619-278-3600 REPORT OF FIELD DENSITY TESTS Page 12 CLIENT: City of Carlsbad JOBNO.: 41.50396.10 PROJECT: Olivenhain Rd. Widening, Carlsbad Olivenhain Rd., Carlsbad TEST NUMBER MOISTURE CONTENT (%) DRY DENSITY (PCF) PROCTOR NUMBER COMPACTION (%) SPECIFIED COMPACTION (%) TEST METHOD ELEVATION OR DEPTH Tests Performed on 08/09/ 7 97 12.0 104.2 1 92 90 3 103' 98 12.1 103.6 1 91 90 3 104' Tests Performed on 08/11/47 * 99 0.0 0.0 1 0 << 95 3 -21tFG 100 0.0 0.0 1 0 << 95 3 -2"FG 101 0.0 0.0 1 0 << 95 3 -211 FG 102 0.0 0.0 1 0 << 95 3 -211 FG 103 0.0 0.0 1 0 << 95 3 -21IFG 104 0.0 0.0 1 0 << 95 3 -2"FG 105 0.0 0.0 1 0 << 95 3 -2"FG TEST LC CATIONS: 97 SG\wal bkf11:Ssde of N wall (middle 98 SG\wal bkf1l:Nsde of N wll(Eside) 99 AC\Oli' enhain Rd -W bound 1nes sta:10+25 @51 LT 100 AC\Oli' enhain Rd -W bound lanes sta:0915 101 AC\Oli' enhain Rd -W bound lanes sta:08+5 @ll'LT 102 AC\Oli' enhain Rd -W bound lanes sta:0700 @71 LT 103 AC\Oli' enhain Rd -W bound lknes sta:0595 @61 LT 104 AC\Oli' enhain Rd -W bound lknes sta:04+ ;5 @231 LT 105 AC\Oli enhain Rd -W bound lknes sta:03+ ;5 @151 LT TEST COMPARED TO: PROCTOR MAXIMUM DRY OPTiMUM NUMBER DENSITY MOISTURE (PCF) (%) 1 113.5 14.0 REMARKS Performed In General Accordance With: 3 - ASTM D2922 << Denotes Less than Specified Compactior. * tests 99-117 were recorded on AC reports ' on 8/22/97 RESPECTFULLY SUBMITTED: , /0 /' // 'x rl- ~ < - Stephen M. Poole,RCE #40219 W- MAWN LAW/CRANDALL aw 9177 Sky Park Ct. San Diego, CA 92123 LM REPORT OF FIELD DENSITY TESTS CLIENT: City of Carlsbad 619-278-3600 Page 13 JOBNO.: 41.50396.10 PROJECT: Olivenhain Rd. Widening, Carlsbad Olivenhain Rd., Carlsbad TEST NUMBER MOISTURE CONTENT (%) DRY DENSITY (PCF) PROCTOR NUMBER COMPACTION (%) SPECIFIED COMPACTION (%) TEST METHOD ELEVATION OR DEPTH Tests Performed on 08/11/)7 *106 0.0 0.0 1 0 << 90 3 -211 FG 107 0.0 0.0 1 0 << 90 3 -2 "FG 108 0.0 0.0 1 0 << 90 3 -2"FG 109 0.0 0.0. 1 0 << 90 3 -2"FG 110 0.0 0.0 1 0 << 90 3 -2"FG 111 0.0 0.0 1 0 << 90 3 -2 11 FG 112 0.0 0.0 1 0 << 90 3 -2"FG 113 0.0 0.0 1 0 << 90 3 -2"FG 114 0.0 0.0 1 0 << 90 3 -2"FG 115 0.0 0.0 1 0 << 90 3 -211 FG 116 0.0 0.0 1 0 << 90 3 -2 11 FG TEST LCCATIONS: 106 AC\Oli enhain Rd -W bound 1 nes sta:02+95 @321RT of N gutter 107 AC\Oli enhain Rd -W bound 1 nes/sta:1 +50 ®19'LT(].O'from I gutter) 108 AC\01i enhain Rd -W bound 1 nes sta:12+50 @181from N gutter 109 AC\Oli enhain Rd -N bound 1 nes sta:11+50 @71from N gutter 110 AC\Oli enhain Rd -W bound 1 nes sta:08+/5 @211 LT 111 AC\Oli' enhain Rd -W bound 1 nes sta:08+ 15 @371 LT 112 AC\Oli' enhain Rd -W bound 1 nes sta:07+ 5 @231 LT 113 AC\Oli' enhain Rd -W bound 1 nes sta:06+ 11 @36 1 LT 114 AC\Oli'enhain Rd-Wbound 1 nes . sta:05+'5 @301 LT 115 AC\Oli' enhain Rd -W bound 1 nes sta:04+ 5 @451 LT 116 AC\Oli~enhain Rd -W bound 1 nes sta:03+10 @191 from N gutter TEST COMPARED TO: REMARKS PROCTOR MAXIMUMORY OPTIMUM Performed In General Accordance With: NUMBER OENSrTY MOISTURE (PCF) (%) 3 - ASTM D2922 1 113.5 14.0 . << Denotes Less than Specified Compaction *tests 99-117 were recorded on AC reports ' on 8/22/97 RESPECTFULLY SUBMITTED: St phen M. Poole,RCE #40219 W— A own LAW/CRANDALL EW 9177 Sky Park Ct. San Diego, CA 92123 6.19-278-3600 REPORT OF FIELD DENSITY TESTS Page 14 CLIENT: City of Carlsbad JOBNO.: 41.50396.10 PROJECT: Olivenhain Rd. Widening, Carlsbad Olivenhain Rd., Carlsbad TEST NUMBER MOISTURE CONTENT (%) DRY DENSITY (PCF) PROCTOR NUMBER COMPACTION (%) SPECIFIED COMPACTION (%) TEST METHOD ELEVATION OR DEPTH Tests Performed on 08/11/ 7 *117 0.0 0.0 1 0 << 90 3 -211 FG 118 11.4 104.8 1 92 90 3 -4' 119 10.6 105.5 1 93 90 3 -5' 120 10.9 103.0 1 91 90 3 -6' Tests Performed on 08/26/)7 121 10.7 118.5 2 100 95 - 2 110' 122 11.2 117.1 2 99 95 2 111' 123 10.4 113.5 2 96 95 . 2 111' 124 11.5 115.0 2 97 95 2 112' TEST LOCATIONS: .117 AC\Oiii{enhain Rd -W bound lanes sta:01+95 @7' from N gutter 118 Wall bl$fl\S side of S wing wall st1 :10' S of wall © 2' behind 119 Wail bkfl\S side of S wall sta141 from W wall @ 2.51 behind 120 Wall b)fl\S side of S wall sta:421 from wing vall @21 be md wall 121 SG\Oliienhain Rd 501 from wall 10' E of c/i 122 SG\Olienhain Rd/65' from wall 10' W of dl 123 SG\Oiiienhain Rd/801 from wall 5 W of c/l 124 SG\OliienhainRd(90' from wail 15 E of c/l TEST COMPARED TO: REMARKS PROCTOR MAXIMUMORY OPTIMUM Performed In General Accordance With: NUMBER DENSITY - MOISTURE 3 - ASTM D2922 (PCF) (%) 2 - ASTM D1556 1 113.5 14.0 << Denotes Less than Specified Compactior. 2 118.0 12.5 * tests 99-117 were recorded on Ac reports' on 8/22/97 RESPECTFULLY SUBMITTED: AStenM. Poole,RCE #40219 W- A OWN LAW/CRANDALL ow 9177 9177 Sky Park Ct. San Diego, CA 92123 619-278-3600 REPORT OF FIELD DENSITY TESTS Page. 15 CLIENT: City of Carlsbad JOB No.: 41.50396.10 PROJECT: Olivenhain Rd. Widening, Carlsbad Olivenhain Rd., Carlsbad TEST NUMBER MOISTURE CONTENT (%) DRY DENSITY (PCF) PROCTOR NUMBER COMPACTION (%) . SPECIFIED COMPACTION (%) TEST METHOD ELEVATION OR DEPTH Tests Performed on 10/08/)7 125 9.7 109.8 3 95 . 90 3 83' TEST LOCATIONS: 125 SG\sto: m drain 1 "RCP treich bkf 11 sta:05+ 12 @951 RT TEST COMPARED TO: REMARKS PROCTOR MAXJMUMDRY OPTIMUM Performed In General Accordance With: NUMBER DENSrrY MOISTURE 3 - ASTM D2922 'CF) (%) 3 115.5 9.9 RESPECTFULLY SUBMITTED: 4Sthen M. Poole,RCE #40219 LAW/C RAN DALL 9177 Sky Park Ct. San Diego, CA 92123 619-278-3600 REPORT OF FIELD DENSITY TESTS CLIENT: City of Carlsbad JOBNO.: 41.50396.10 PROJECT: Olivenhain Rd. Widening, Carlsbad Olivenhain Rd., Carlsbad TEST NUMBER MOISTURE CONTENT (%) DRY DENSITY (PCF) PROCTOR NUMBER COMPACTION (%) SPECIFIED COMPACTION (%) TEST METHOD ELEVATION OR DEPTH Tests Performed on 10/21/)7 135 8.7 115.5 6 93 << 95 3 86.2' 136 7.6 123.0 6 97 95 3 86.1' 137 10.9 114.2 6' 92 << 95 3 83.7' 138 8.0 117.3 6 94 << 95 3 85.5' 139 8.2 121.7 6 96 95 3 86.5' 140 8.1 116.1 6 93 << 95 3 88.9' 141 10.5 118.6 6 95 95 3 89' 142 7.3 118.7 6 95 95 3 88.5' 143 9.3 119.9 6 96 95 3 89.3' 144 9.3 114.3 6 92 << 95 3 89.4' 145 10.8 115.5 6 93 << 5 3 89.3' TEST LOCATIONS: 135 SG\Sew r bkfll:S ide "0" RI/51 SE of( ta:13+35mnhole) ;ta:13+40 136 SG\sew r bkfll:S ide "0" RI/51 SW of( ta:13+35 manhole) ;ta:13+30 137 SG\sew r bkf ll:S ide Oliveihain Rd/i:'N of maniole ;ta:13+35 138 SG\sew r bkf ll:S ide Olive ihain Rd/1 'N of manhole ;ta:13+35 139 SG\Sew r bkfil:S ide Olive ihain Rd/1 'N of manhole 5ta:13+35 140 SG\sew r bkfi1:Side Olive ihain Rd/6'E of manhole ;ta:13+35 141 SG\sew r bkfl1:Side Olive ihain Rd/6 NW of maniole 3ta:13+35 142 SG\sew r bkf11:Side Olive ihain Rd/9'W of manhole 3ta:13+35 143 SG\sew r bkfll:$ide Olive ihain Rd/8'N of manhoble ;ta:13+35 144 SG\sew r bkfll:Side Olive ihain Rd ;ta:13-1-35 145 SG\sew r bkfll:Sride Olive Pain Rd ;ta:13+35 TEST COMPARED TO: REMARKS PROCTOR MAXIMUMDRV OPTiMUM Performed In General Accordance With: NUMBER DENSITY MOISTURE (PCF) (%) 3 - ASTM D2922 6 124.5 8.5 << Denotes Less than Specified Compactior RESPECTFULLY SUBMITTED: Ste hen M. Poole,RCE #40219