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HomeMy WebLinkAboutMS 15-13; QUARRY CREEK PA R-2; FINAL SOILS REPORT; 2019-09-09~GEOCON TABLE I SUMMARY OF FIELD DENSITY TEST RESULTS Project Name: Quarry Creek R-2 Project No.: 07135-42-07 Test No. Date Elev. or Max. Field Relative Required (MM/DD/ Location Depth Curve No. Density Density Compaction Compaction YY) (feet) (pct) (pcf) (o/4,) ('1/,,) Pre. No. Re. AC I 07/10/17 Luiseno Way 10+50 AC-01 145.0 142.7 98 95 AC 2 07/10/J 7 Luiseno Way 12+00 AC-01 145.0 139.8 96 95 AC 3 07/10/17 Luiseno Way 14+00 AC-01 145.0 140.4 97 95 /\C 4 07/10/17 Luiseno Way 15+50 AC-0 1 145.0 144.2 99 95 AC 5 07/10/17 Luiseno Way 17+00 AC-01 145.0 142.0 98 95 AC 6 07/10/17 Luiseno Way 19+00 AC-01 145.0 141.7 98 95 AC 7 07/18/17 La Colina 15+30 AC-O J 145.0 141.5 98 95 AC 8 07/3 1/17 Cascada 10+00 AC-01 145.0 140.4 97 95 AC 9 07/3 1/17 Cascada 11+50 AC-01 145 .0 142.6 98 95 AC 10 07/31/17 Cascada 13+00 AC-01 145.0 142.0 98 95 AC l I 07/3 1/17 Mesa Drive 13+65 AC-01 145.0 142.1 98 95 AC 12 09/05/17 Sendero O➔ 20 AC-01 145.0 142.7 98 95 AC 13 09/05/ I 7 Sendero 1+30 AC-01 145.0 139.9 96 95 AC 14 09/05117 Sendero 3+10 AC-0 1 145.0 142.6 98 95 AC 15 09/05/17 Sendero 4 +15 AC-0 1 145.0 144.1 99 95 AC 16 09/05/17 La Pradera 10+50 AC-01 145.0 144.5 100 95 AC 17 09/05/17 La Pradt!ra 12+00 AC-0 1 145.0 142.0 98 95 AC 18 09/05/17 La Pradera 14--1 00 AC-0 1 145.0 14 1.8 98 95 AC 19 09/06/17 E Cresta 0+30 AC-01 145.0 139.6 96 95 AC 20 09/06117 W Cresta 0+25 AC-0 1 145.0 143.6 99 95 AC 21 09/06/17 Mesa Drive 14+60 AC-01 145.0 140.4 97 95 AC 22 09/06/17 Mt!sa Drive 15+50 AC-01 145.0 140.7 97 95 AC 23 09/06/17 Mesa Drive 16+30 AC-0 1 145.0 143.5 99 95 AC 24 10/18/17 La Colina 19+40 AC-01 145.0 140.7 97 95 AC 25 I 0/18/17 La Colina 18+75 AC-01 145.0 144.0 99 95 AC 26 I 0/18/17 La Colina 18+00 AC-01 145.0 142.0 98 95 Al' 27 10/18/17 La Colina 17+70 AC-01 145.0 14 l. I 97 95 AC 28 I 0/18/ 17 La Colina 16+80 AC-01 145.0 140.4 97 95 ~GEOCON TABLE I SUMMARY OF FIELD DENSITY TEST RESULTS Project Name: Quarry Creek R-2 Project No.: 07135-42-07 Test No. Date Elev. or Max. Field Relative Required (MM/DD/ Location Depth Curve No. Density Density Compaction Compaction VY) (feet) (pct) (pct) (o/.,) (%) Pre. No. Re. AC 29 l 0/18/17 La Colina 16+50 AC-0 1 145.0 140.5 97 95 AC 30 I 0/18/17 La Colina 16+00 AC-01 145.0 142.6 98 95 AC 31 -I0/n/17 Luiseno Way 10+65 AC-02 145.1 137.5 95 95 AC 32 10/27/17 Luiscno Way 12+00 AC-02 145.1 141.7 98 95 AC 33 I 0/27/17 Luiseno Way 14+00 AC-02 145.1 138.8 96 95 AC 34 10/27/17 Luiseno Way 16+00 AC-02 145.1 138.8 96 95 AC 35 I 0/27/17 Luiseno Way 18+50 AC-02 145.1 137.4 95 95 AC 36 I 1/03/17 E Prado 0+70 AC-01 145.0 139.8 96 95 AC 37 11/03/ 17 E Prado 1+10 AC-01 145.0 140.4 97 95 AC 38 11/03/17 E Prado 1+10 AC-01 145.0 142.6 98 95 AC 39 11/03/ 17 E Prado 0+70 AC-01 145.0 144.1 99 95 AC 40 11/03/17 W Prado 0+25 AC-01 145.0 141.4 98 95 AC 41 I 1/03/ I 7 W Prado 0+10 AC-01 145.0 141 .8 98 95 AC 42 11/03/ I 7 W Prado 0+10 AC-01 145.0 140.4 97 95 AC 43 11/03/17 W Prado 0+25 AC-01 145.0 141.8 98 95 AC 44 11/13/17 Otero Court 0+10 AC-03 146.0 138.9 95 95 AC 45 11/13/17 Otero Court 0+60 AC-03 146.0 141.3 97 95 J\C 46 11 /13/17 Otero Court 0+60 AC-03 146.0 140.6 96 95 AC 47 11/13/17 Otero Court 1+20 AC-03 146.0 139.2 95 95 AC 48 11/13/17 Otero Court 2+00 AC-03 146.0 141.4 97 95 AC 49 I I 11311 7 Otero Court 2+50 AC-03 146.0 140.3 96 95 AC 50 02/25/19 E Cresta Court Parking E of Bldg 9 AC-04 146.8 139.9 95 95 AC 51 02/25/19 Mesa Ridge Road Drive S of Bldg 9 AC-04 146.8 130.9 89 95 AC 51 A 03/12/19 Mesa Ridge Road Drive S of Bldg 9 AC-04 146.8 132.0 90 95 AC 52 02/25/19 Sendero Lane Parking E of Bldg 8 AC-04 146.8 138.9 95 95 AC 53 02/25/19 Mesa Ridge Road Parking S of Bldg I 0 AC-04 146.8 140.4 96 95 AC 54 02/25/19 Sendero Lane Parking E of Bldg 10 AC-04 146.8 139.7 95 95 AC 55 02/25/ 19 Sendero Lane Parking E of Bldg I 0 AC-04 146.8 144.7 99 95 ~GEOCON TABLE I SUMMARY OF FIELD DENSITY TEST RESULTS Project Name: Quarry Creek R-2 Project No.: 07135-42-07 Test No. Date Elev. or Max. Field Relative Required (MM/DD/ Location Depth Curve No. Density Density Compaction Compaction YY) (feet) (pct) (pct) ('%) (o/4,) Pre. No. Re. AC 56 02/25/19 Sendero Lane Parking E of Bldg 12 AC-04 146.8 142.2 97 95 AC 57 02/25/ 19 Sendero Lane Parking E of Bldg 12 AC-04 146.8 140.2 96 95 AC 58 02/25/19 E Cresta Court Drive /!:I_ SW Side Bldg 10 AC-04 146.8 140.0 95 95 AC 59 02/25/19 E Cresta Court Drive N Side Bldg 9 AC-04 146.8 138.9 95 95 AC 60 02/25/19 E Cresta Court Drive S Side Bldg I 0 AC-04 146.8 142.1 97 95 AC 61 02/25/19 E Cresta Court Drive 0, SE Side Bldg 9 AC-04 146.8 143.3 98 95 AC 62 02/25/19 Mesa Ridge Rd Drive (f! NW Side Bldg 8 AC-04 146.8 139.1 95 95 AC 63 02/'.?.5/ 19 Mesa Ridge Rd Drive N Side Bldg 8 AC-04 146.8 140.6 96 95 AC 64 02/25/ 19 Mesa Ridge Rd Drive NE Side Bldg 8 AC-04 146.8 140.0 95 95 AC 65 02/25/19 Sendero Ln Drive E Side Bldg 8 AC-04 146.8 138.9 95 95 AC 66 02/25/19 Sendero Ln Drive W Side Bldg 13 AC-04 146.8 142.0 97 95 AC 67 02/25/19 Sendero Ln Parking W Side Bldg 13 AC-04 146.8 139.7 95 95 AC 68 02/25/19 Sendero Ln Drive W Side Bldg I 3 AC-04 146.8 139.2 95 95 AC 69 02/26/19 Sendero Lo Drive W Side Bldg 13 AC-04 146.8 142. l 97 95 AC 70 02/'.?.6/ I 9 Sendero Ln Drive W Side Bldg 13 AC-04 146.8 143.9 98 95 AC 71 02/26/19 Sendero Ln Drive W Side Bldg 13 AC-04 146.8 140.1 95 95 AC 72 02/26/19 Sendero Ln Drive W Side Bldg 13 AC-04 146.8 142.5 97 95 AC 73 02/26/19 Sendero Ln Drive E Side Bldg 12 AC-04 146.8 140.6 96 95 AC 74 02/26/ 19 Sendero Ln Drive E Side Bldg 12 AC-04 146.8 139.6 95 95 AC 75 02/26/19 Senderu Ln Dri ve E Side Bldg 12 AC-04 146.8 141.2 96 95 AC 76 02/26/19 Sendero Ln Drive E Side Bldg 12 AC-04 146.8 142.3 97 95 AC 77 02/26/19 Sendero Ln Drive E Side Bldg 12 AC-04 146.8 143.9 98 95 AC 78 02/26/19 Sendero Ln Drive E Side Bldg 12 AC-04 146.8 139.3 95 95 AC 79 02/26/19 Sendero Ln Drive E Side Bldg 12 AC-04 146.8 142.0 97 95 AC 80 02/26/19 Sendero Ln Drive E Side Bldg 12 AC-04 146.8 139.7 95 95 AC 81 02/26/19 Sendero Ln Drive E Side Bldg 12 AC-04 146.8 142.5 97 95 AC 82 02/26/19 Sendero Ln Drive E Side Bldg 12 AC-04 146.8 141.2 96 95 AC 83 0'2/'26/19 E Prado Court S of Bldg 11 AC-04 146.8 142.3 97 95 ~GEOCON TABLE I SUMMARY OF FIELD DENSITY TEST RESULTS Project Name: Quarry Creek R-2 Project No.: 07135-42-07 Test No. Date Elev. or Max. Field Relative Required (MM/DD/ Location Depth Curve No. Density Density Compaction Compaction YY) (feet) (pct) (pct) (%) (o/4,) Pre. No. Re. AC 84 02/26/19 E Prado Court S of Bldg 11 AC-04 146.8 142.1 97 95 AC 85 02/26/19 E Prado Court S of Bldg 11 AC-04 146.8 139.7 95 95 AC 86 02/26/ 19 E Prado Court E of Bldg 11 AC-04 146.8 143.1 97 95 AC 87 02/26/ 19 E Prado Cnurt E of Bldg 11 AC-04 146.8 143.9 98 95 AC 88 02/26/19 W Prado Court E of Bldg 11 AC-04 146.8 140.1 95 95 AC 89 02/26/19 W Prado Court E of Bldg 11 AC-04 146.8 140.7 96 95 AC 90 02/26/)9 W Prado Court E of Bldg 11 AC-04 146.8 139.6 95 95 AC 91 02/26/19 W Prado Court W of Bldg 11 AC-04 146.8 142.3 97 95 AC 92 TEST NUMBER NOT USED AC 93 02/26/19 Sendero Ln Drive N of Bldg 11 AC-04 146.8 143.3 98 95 AC 94 02/26/19 Sendero Ln Drive N Bldg 12 AC-04 146.8 141.9 97 95 AC 95 07/29/19 Otero Court 0+00 AC-05 144.3 137.5 95 95 AC 96 07/29/19 Otero Court 0+80 AC-05 144.3 138.2 96 95 AC 97 07/31/19 Otero Court 1..1.-25 AC-05 144.3 138.9 96 95 AC 98 07/31/19 Otero Court 1+25 AC-05 144.3 138.4 96 95 AC 99 07/31/19 Otero Court 1+75 AC-05 144.3 137.9 96 95 AC 100 07/31/19 Otero Court 2+90 AC-05 144.3 137. I 95 95 AC 10 1 07/31/19 Otero Court 3+00 AC-05 144.3 138.2 96 95 AC 102 07/31/19 Otero Cow1 3+80 AC-05 144.3 139.2 96 95 AC 103 07/31 /19 Otero Court 4+80 AC-05 144.3 138.3 96 95 AC 104 07/31/19 Otero Court 0+00 AC-05 144.3 138.8 96 95 AC 105 07/3 1/19 Otero Court 0+80 AC-05 144.3 138. l 96 95 AC 106 07/31/19 Otero Court 1-t-90 AC-05 144.3 137.9 96 95 AC 107 07/3 1/19 Otero Court 2+90 AC-05 144.3 137.3 95 95 AC 108 07/3 1/19 Otero Court 3+25 AC-05 144.3 137.5 95 95 AC 109 07/31/19 Otero Court 3+50 AC-05 144.3 139.3 97 95 AC 110 07/31/19 Otero Court 4+80 AC-05 144.3 137.6 95 95 AC 111 08/0 1/19 Otero Court 0+10 AC-05 144.3 137.5 95 95 ~GEOCON TABLE I SUMMARY OF FIELD DENSITY TEST RES UL TS Project Name: Quarry Creek R-2 Project No.: 07135-42-07 Test No. Oate Elev. or Max. Field Relative Rcqui1·ed (MM/DD/ Location Depth C urve No. Density Density Compaction Compaction VY) (feet) (pcf) (pct) (o/c,) ('1/.,) Pre. No. Re. AC 11 2 08/01/19 Otero Court 0+80 AC-05 144.3 138.:?. 96 95 AC 113 08/01/19 Otero Court !+95 AC-05 144.3 137.9 96 95 AC 114 08/01/19 Otero Court 3+20 AC-05 144.3 137.6 95 95 AC 115 08/0 l /19 Otero Court 4+90 AC-05 144.3 137.5 95 95 ~GEOCON TABLE I SUMMARY OF FIELD DENSITY TEST RESULTS Project Name: Quarry Creek R-2 Project No.: 07135-42-07 Date Elev. >¾" Max. Opt. Field Field Relative Required Test No. or Curve Dry Moist Dry Moisture Relative (MM/DD Location Depth No. Rock Density Content Density Content Compaction Compaction /YY) (%) (%) Pre. No. Re. (feet) (pcf) (°/4,) (pcf) (%) ('¼,) B l 07/10/17 Luiseno Way 11 +00 0 34 0 12 1.4 10.6 118.2 12.2 97 95 B 2 07110/17 Luiseno Way 12+50 0 34 0 12 1.4 10.6 I I 6.9 12.3 96 95 B 3 07/10/17 Luiseno Way 14+00 0 34 0 121.4 10.6 120.4 13.7 99 95 B 4 07/10/17 Luiseno Way 16+00 0 34 0 12 1.4 10.6 116.7 14.2 96 95 8 5 07/ I 0/17 Luiseno Way 17+50 0 34 0 12 1.4 10.6 I 19.1 13.5 98 95 B 6 07/10/17 Luiseno Way 19+00 0 34 0 12 1.4 10.6 l I 9.4 I 1.9 98 95 8 7 07/17/17 La Colina 15+00 0 34 0 12 l.4 10.6 116.2 14.4 96 95 B 8 07/17/17 La Colina 15+25 0 34 0 121.4 10.6 I 18.0 13.1 97 95 B 9 07/17/17 La Colina 15+50 0 34 0 121.4 10.6 11 7.3 12.5 97 95 B 10 07/17/17 La Colina 15+70 0 34 0 121.4 10.6 120.8 12.0 100 () 5 B 11 07/18/17 La Colina 19+50 0 34 0 121.4 10.6 119.4 11. 7 98 95 B 12 07/24/17 Marisol 10+75 0 34 0 121.4 10.6 121.2 10.0 100 95 B 13 07/24/17 Marisol 11 +20 0 34 0 121.4 l 0.6 118.1 10.4 97 95 B 14 07/24/17 Marisol 11 +40 0 34 0 121.4 l 0.6 l I 9.7 10.5 99 9'i B 15 07/24/17 Marisol 12+30 0 34 0 121.4 10.6 119.2 11.4 98 95 B 16 07/24/17 Marisol 12+00 0 34 () 121.4 10.6 11 8.7 11.3 98 95 B 17 07/24/17 Marisol 12+50 0 34 0 121.4 10.6 l I 7.3 11.8 97 95 B IR 07/26/17 Cascada 13+40 0 34 0 121.4 10.6 115.9 12.5 95 95 8 19 07/26/17 Cascada 12+60 0 34 0 121.4 10.6 11 6. l 13.2 96 95 B 20 07 /"26/1 7 Cascada 11+90 0 34 0 121.4 10.6 11 7.4 13.6 97 95 B 21 07/26/17 Cascada 11+00 0 34 0 121.4 10.6 11 6.7 l 1.5 96 95 B 'V) 07/26/17 Cascada 10 1-40 0 34 0 121.4 10.6 11 6.9 12.0 96 95 B 23 07/27/17 El Cerro Court W Drive 0 34 0 12 1.4 10.6 I 19.6 11.4 99 95 B 24 07/27/17 El Cerro Court S Drive 0 34 () 12 1.4 10.6 120.0 10.2 99 95 B 25 07/27/17 El Cerro Court E Drive 0 34 0 12 1.4 10.6 I 16.9 11.7 96 95 B 26 07/29/17 La Pradera 9+00 0 34 {) 12 1.4 10.6 11 9.2 10.2 98 95 8 27 07/29/17 La Pradera 10+00 0 34 0 121.4 10.6 11 9.0 11.1 98 95 B 28 07/29/J 7 La Pradera 10+50 0 34 0 12 1.4 10.6 1 I 9.3 l 1.3 98 95 0 GEOCON TABLE I SUMMARY OF FIELD DENSITY TEST RES UL TS Project Name: Quarry Creek R-2 Project No.: 07135-42-07 Date Elev. >¾" Max. Opt. Field Field Relative Required Test No. or Curve Dry Moist Dry Moisture Relative (MM/DD Location Rock Compaction /YY) Depth No. (%) Density Content Density Content (o/,,) Compaction Pre. No. Re. (feet) (pcf) (%) (pcf) (%) (%) B 29 07/29/17 La Pradera 11+50 0 34 0 121.4 10.6 117.5 12.0 97 95 B 30 071'2.9/l 7 La Pradera 11 +50 0 34 0 121.4 10.6 11 7.8 11.7 97 95 B 31 07 /29/17 La Pradera 12+50 0 34 0 121.4 10.6 118.7 11.5 98 95 B 32 08/25/17 W Cresta 0+25 0 34 0 121.4 10.6 117.3 11.2 97 95 B 33 08/25/17 W Cresta 1+25 0 34 0 121.4 10.6 l l 9.8 10.6 99 95 B 34 08/25/17 Sendero 0+25 0 34 0 121.4 10.6 117.2 11.4 97 95 B 35 08/25/17 Sendero 1+20 0 34 0 121.4 10.6 116.7 13.1 96 95 B 36 08/25/17 Sendero 1+45 0 34 0 121.4 10.6 11 8.1 13.6 97 95 8 37 08/25/17 Sendero 2+15 0 34 0 121.4 10.6 116.9 12.3 96 95 B 38 08/30/17 Mesa Drive 14+00 0 34 0 121.4 10.6 116.4 12.5 96 95 B 39 08/30/17 Mesa Driw 15+00 0 34 0 121.4 10.6 116.0 12.7 96 95 8 40 08/30/17 Mesa Drive 16+00 0 34 0 121.4 I 0.6 11 8.5 12.4 98 95 B 41 08/30/17 E Cresta 0+10 0 34 0 121.4 10.6 118.5 11.5 98 95 B 42 08/30/17 .I: Cresta 0+60 0 34 0 121.4 10.6 11 9.0 11.4 98 95 B 43 08/30/17 Sendero 3+00 0 34 0 121.4 10.6 117.4 12.1 97 95 B 44 08/30/17 Sendero 4+25 0 34 0 121.4 10.6 11 7.7 12.4 97 95 B 45 08/31/17 Otero Court !-tl5 0 34 0 121.4 10.6 120.5 10.5 99 95 B 46 08/31/17 Otero Court 1+00 0 34 0 121.4 10.6 I 18.0 11.8 97 95 B 47 08/31/17 Otero Court 2+00 0 34 0 121.4 10.6 118. l 11.7 97 95 B 48 09/07/17 La Colina 19+00 0 34 0 121.4 10.6 118.5 12.3 98 95 B 49 09/07/17. La C0lina 18+50 0 34 0 121.4 10.6 118.8 11.9 98 95 B 50 09/08/17 La Colina 17+65 0 34 0 121.4 10.6 116.8 14.3 96 95 B 51 09/08/17 La Colina 16+50 0 34 0 121.4 10.6 119.2 13.2 98 95 B 52 09/08/17 La Colina 16+50 0 34 0 121.4 10.6 I 18.1 11.5 97 95 B 53 10/11/17 Luisc:no Way 19+20 0 34 0 121.4 10.6 117.9 10.2 97 95 B 54 I 0/1 1 /17 Luiseno Way i9+00 0 34 0 121.4 10.6 116.7 I 0.5 96 95 B 55 10/12/17 W Entrance off El Salt0 Falls 0 34 0 121.4 10.6 118.0 11.2 97 95 B 56 10/12/17 W Entrance off El Saito Falls 0 34 0 121.4 10.6 119.2 I 1.0 98 95 ~GEOCON TABLE I SUMMARY OF FIELD DENSITY TEST RESULTS Project Name: Quarry Creek R-2 Project No.: 07135-42-07 Date Elev. >¾" Max. Opt. Field Field Relative Required Tt>st No . or Curve Dry Moist Dry Moisture Relative (MM/DD Location Depth No. Rock Density Content Density Content Compaction Compaction /YY) (%) ('¼,) Pre. No. Re. (feet) (pcf) (%) (pct) (%) (%) B 57 10/ 13/17 Approach 10 Luiseno Way 19+00 0 34 0 1.21.4 10.6 117.9 10.4 97 95 B 58 10/13/17 Approach to Luiseno Way 19+20 0 34 0 121.4 10.6 119.0 10.9 98 95 B 59 10/16/17 La Colina 15+20 0 34 0 121.4 10.6 l 16.7 11.3 96 95 B 60 1 0/l 6/17 La Colina 15+70 0 34 0 121.4 10.6 l 19.1 I 1.0 98 95 B 61 10/16/17 La Colina 16+00 0 34 0 121.4 10.6 117.4 12.8 97 95 B 62 I 0/16/17 La Colina 16+75 0 34 0 121.4 10.6 117.5 11.9 97 95 B 63 I 0/16/17 La Colina 17+00 0 34 0 121.4 10.6 119.9 10.8 99 95 B 64 l 0/16/17 La Colina 17+65 0 34 0 121.4 10.6 116.7 11.5 % 95 B 65 10/16/17 La Colina 18+00 0 34 0 121.4 10.6 120.3 10.9 99 95 B 66 10/16/17 La Colina 18+75 0 34 0 121.4 10.6 l 19.4 11.4 98 95 B 67 l 0/30/17 W Prado 0+10 0 34 0 121.4 10.6 117.4 I 1. I 97 95 B 68 10/30/17 W Prado 0+20 0 34 0 121.4 10.6 11 7.5 1 I .4 97 95 B 69 10/30/17 W Prado 0+15 0 34 0 121.4 10.6 117.4 11.4 97 95 B 70 l 0/31117 W Prado 0+05 0 34 0 121.4 10.6 116.2 10.9 96 95 B 71 10/31 /17 W Prado 0+25 0 34 0 121.4 10.6 116.3 10.4 96 95 B 72 11 /02/17 W Prado 0+50 0 34 0 121.4 10.6 116.8 10.6 96 95 B 73 11 /02/17 W Prado 0+45 0 34 0 121.4 10.6 119.9 12.2 99 95 B 74 11/02/ 17 W Prado 0+55 0 34 0 121.4 10.6 116.9 12.5 96 95 B 75 11 /02/17 W Prado 0+30 0 34 0 121.4 10.6 11 8.0 12.3 97 95 B 76 11 /02/l 7 E Prado 0+70 0 34 0 121.4 10.6 118. l 12.4 97 95 B 77 I 1/02/17 E Prado 1+00 0 34 0 121.4 10.6 119.2 11.9 98 95 B 78 11 /02/17 E Prado 0+90 0 34 0 121.4 10.6 11 9.0 11.4 98 95 B 79 l l/02/17 E Prado 1+10 0 34 0 121.4 10.6 116.7 10.0 % 95 B 80 11 /02/17 E Prado 0+70 0 34 0 121 .4 10.6 119.4 12.5 98 95 B 8 1 1l/09/17 Otero Court 0+10 0 34 0 121.4 10.6 11 6. l 12.3 % 95 B 82 11 /09/J 7 Otero Court 0+25 0 34 0 121.4 10.6 116.3 11.6 96 95 B 83 11/09/17 Otero Court 0+50 0 34 0 121.4 10.6 I 16.1 ll.7 96 95 B 84 l l/10i17 Otero Court 1+35 0 34 0 121.4 10.6 118.6 12.1 98 95 0 GEOCON TABLE I SUMMARY OF FIELD DENSITY TEST RESULTS Project Name: Quarry Creek R-2 Project No.: 07135-42-07 Date Elev. >·¼" Max. Opt. Field Field Relative Required Test No. or Curve Dry Moist Dry Moisture Relative (MM/DD Location Rock Compaction /YY) Depth No. (%) Density Content Density Content ( '1/.,) Compaction Pre. No. Re. (feet) (pct) (%) (pct) (%) (o/.,) B 85 11 / 10/17 Ott:ro Court 1+60 0 34 0 121.4 10.6 l 16.0 14.2 96 95 B 86 11/10/17 Otero Court 2+ 10 0 34 0 121.4 10.6 119.2 10.0 98 95 B 87 11/10/17 Otero Court 2+60 0 34 0 121.4 10.6 118.0 10.6 97 95 B 88 07/23/19 Otero Court 0+90 0 35 0 12 1.0 10.9 115.0 12.6 95 95 ~GEOCON TABLE I SUMMARY OF FIELD DENSITY TEST RESULTS Project Name: Quarry Creek R-2 Project No.: 07135-42-07 Date Elev. >¾" Max. Opt. Field Field Relative Required Test No. or Curve Dry Moist Dry Moisture Relative (MM/DD Location Depth No. Rock Density Content Density Content Compaction Compaction /YY) (feet) (%) (pct) (%) (pcf) (%) ('¼,) (o/.,) Pre. No. Re. CG I 06/14/17 Luiseno Way 19+00 0 7 0 12 1.8 10.5 117.2 I 1.0 96 95 CG 2 06/14/17 Luiseno Way 18+60 0 7 0 12 1.8 10.5 115.9 13.9 95 95 CG 3 06/14/17 Luiseno Way 18+00 0 7 0 121.8 10.5 115.5 10.5 95 95 CG 4 06/14/17 Luiseno Way 17+00 0 7 0 121.8 10.5 119.7 10.5 98 95 CG 5 06/14/17 Luiseno Way 16+00 0 7 0 12 1.8 10.5 115.4 1 1.2 95 95 CG 6 06/14/17 Luiseno Way 15+00 0 4 0 126.0 10.4 120. l 13.0 95 95 CG 7 06/14/17 Luiseno Way 14+00 0 4 0 126.0 10.4 12 1.7 10.4 97 95 CG 8 06/14/17 Luiseno Way 12+50 0 4 0 126.0 10.4 120.1 10.1 95 95 CG 9 06/14/17 Luiseno Way 11+70 0 4 () 126.0 10.4 119.7 I I. 1 95 95 CG 10 06/14/17 Luiseno Way 11+00 0 4 0 126.0 10.4 119.5 12.5 95 95 CG 11 06/14/17 Luiseno Way 10+00 0 4 0 [26.0 10.4 121.0 11.3 96 95 cu 12 06/16/17 Luiseno Way lo+00 0 33 0 121.6 12.0 11 7.5 12.2 97 95 CG 13 06/16/17 Luiseno Way 12+00 0 33 0 12 l.6 12.0 115.8 13.7 95 95 CG 14 06/16/17 Luiseno Way 14+00 0 33 0 121.6 12.0 115.7 12.5 95 95 CG 15 06/1 6/17 Luiseno Way 15+00 0 33 0 121.6 12.0 115.3 15.0 95 95 CG 16 06/16/17 Luiseno Way 17+00 0 33 0 121.6 12.0 116.3 14.3 96 95 CG 17 06/16/17 Luiseno Way 19+00 0 33 0 12 1.6 12.0 117.1 12.7 96 95 CG 18 07/18/17 La Colina 19+50 0 7 0 I 21.8 10.5 116.6 11.3 96 95 CG 19 07/18/1 7 La Colina ]9+53 0 7 0 12 J.8 10.5 I 16.1 11.0 95 95 CG 20 TEST NUMBER NOT U SED 95 CG 2 1 07/21/1 7 Marisol Lane 12+60 0 4 0 126.0 10.4 120.7 11.0 96 95 CG 22 07/21/17 Marisol Lane 12+30 0 4 0 126.0 10.4 122.9 10 .6 98 95 CG 23 07/21 /17 Marisol Lane 11 +50 0 4 () 126.0 10.4 120.2 13 .4 95 95 CG 24 07/2 1/17 Marisol Lane l 1+00 0 4 0 126.0 10.4 122.5 12.9 97 95 CG 25 07/2 1/17 Marisol Lane 10 +50 0 4 0 126.0 10.4 122.7 12 .4 97 95 CG 26 07/2 1/17 Marisol Lane 10+50 0 4 0 126.0 10.4 12 1.4 11.5 96 95 CG 27 07/24/17 Marisol Lane 10+60 0 34 0 121 .4 10.6 l I 9.2 10.8 98 95 CG 28 07/24/17 Marisol Lane I 1+00 0 34 0 121.4 I 0.6 118.0 11.3 97 95 ~dEOCON TABLE I SUMMARY OF FIELD DENSITY TEST RESULTS Project Name: Quarry Creek R-2 Project No.: 07135-42-07 Date Elev. >¾" Max. Opt. Field Field Relative Required Test No. or Curve Dry Moist Dry Moisture Relative (MM/DD Location Depth No. Rock Density Content Density Content Compaction Compaction /YY) (feet) (%) (pct) (%) (pct) (%) (%) co;,,) Pre. No. Re. CG 29 07/24/1 7 Marisol Lane I 1+30 0 34 0 12 1.4 10.6 118. I 10.7 97 95 CG 30 07/24/17 Marisol Lane 12+05 0 34 () 12 1.4 10.6 116.9 13.0 96 95 CG 31 07/24/17 Marisol Lane 12+50 0 34 () 121.4 10.6 116.7 13.2 96 95 CG 32 07/24/1 7 Cascada Lane 12+50 0 34 () 121.4 10.6 118.5 11.2 98 95 cu 33 07/25/17 Cascada Lane 13+00 0 34 () 121.4 10.6 116.8 13 .5 96 95 CG 34 07/25/ 17 Cascada Lane 13+50 0 34 0 121.4 10.6 117.4 11.0 97 95 CG 35 07/25/17 Cascada Lane 14+20 0 34 0 121.4 10.6 116.7 13.2 96 95 cu 36 07/25/17 Cascada Lane 10+65 0 34 0 121.4 10.6 116. I 11.2 96 95 CG 37 07/25/17 Cascada Lane 11 +00 0 34 0 121.4 10.6 116.3 11.7 96 95 CG 38 07/25/1 7 Cascada Lane 11+45 0 34 0 121.4 10.6 118.5 10.4 98 95 cu 39 07/25117 Cascada Lane 11+55 0 34 0 121.4 10.6 119.5 12.5 98 95 CG 40 07/26/l 7 El CetTO Court 0+00 0 34 () 12 1.4 10.6 116.7 12.8 96 95 CG 41 07/26117 El Cerro Court 0+40 0 4 0 126.0 10.4 1 I 9.1 10.7 9.5 95 CG 42 07/27/1 7 El Cerro Court I t-00 0 34 0 121.4 10.6 118.6 10.3 98 95 CG 43 07/27/17 El Cerro Court 0+60 0 34 0 121.4 10.6 118.2 10.5 97 95 CG 44 07/27/17 La Pradera 9+00 0 4 0 126.0 10.4 119.9 13 .5 95 95 CG 45 07/27/1 7 la Pradera 10+50 0 4 0 126.0 10.4 120.2 13.2 95 95 CG 46 07/27/17 La Pradera 10+50 0 4 0 126.0 10.4 I I 9.3 12.7 95 95 CG 47 07 /281 I 7 La Pradera 11 +60 0 4 0 126.0 10.4 121.8 12.2 97 95 CG 48 07/28/17 La Pradera 12+00 0 4 0 126.0 10.4 120.5 12.8 96 95 CG 49 07/28/17 La Pradera 13+00 () 4 0 126.0 10.4 121.4 12.3 96 95 CG 50 07/28/17 La Pradera 13+00 0 34 0 121.4 10.6 117.4 11.9 97 95 cu 51 07/29/17 La Pradera 12+00 0 34 0 121.4 10.6 I 16.7 13.0 96 95 CG 52 07/29/17 La Pradera I l+15 0 34 0 12 1.4 10.6 117.5 11.7 97 95 CG 53 07/29/17 La Pradera 10+00 0 34 0 12 1.4 10.6 118.5 12.4 98 95 CG 54 07/29!17 la Pradera 9+00 0 34 0 12 1.4 10.6 l 17.3 11.4 97 95 CG 55 08/11 /17 Sendero 0+40 0 4 0 126.0 10.4 I 19.3 12.3 95 95 CG 56 08/11 /1 7 Sendero 1+40 0 4 0 126.0 10.4 l 19.5 12.0 95 95 ~ 0 GEOCON TABLE I SUMMARY OF FIELD DENSITY TEST RESULTS Project Name: Quarry Creek R-2 Project No.: 07135-42-07 Date Elev. >¾" Max. Opt. Field Field Relative Required Test No. or Curve Dry Moist Dry Moisture Relative (MM/DD Location Depth No. Rock Density Content Density Content Compaction Compaction /YY) (%) (%) Pre. No. Re. (feet) (pcf) ( o;.,) (pct) (%) (%) CG 57 08/l 1/17 Sendero 2+00 0 4 0 126.0 10.4 120.0 12.6 95 95 CG 58 08/11 /17 Sendero 3+00 0 4 0 126.0 10.4 120.5 11.8 96 95 CG 59 08/11/17 Sendern 4+00 0 4 0 126.0 10.4 122.9 10.8 98 95 CG 60 08/11/17 Sendcro 4+60 0 4 0 126.0 10.4 121.7 1 I.I 97 95 CG 61 08/15/17 Mesa Ridge 0+10 0 4 0 126.0 10.4 119.4 I l.8 95 9" CG 62 08/ 15/17 Mesa Ridge 0+40 0 4 0 126.0 10.4 119.7 11.5 95 95 CG 63 08/21/17 Sendero 4+75 0 34 0 12 1.4 10.6 116.3 11.2 96 95 CG 64 08/21/17 Sendero 4T 15 0 34 0 121.4 10.6 117.4 12.5 97 95 CG 65 08/21/17 Sendero 3+25 0 34 0 12 1.4 10.6 118.6 11.5 98 95 CG 66 08/21/17 Sendero 3+00 0 34 0 12 1.4 10.6 118.7 I 1.0 98 95 CG 67 08/21 /17 Sendero 2+00 0 34 0 121.4 10.6 116.7 10.2 96 95 CG 68 08/2 1 /l 7 Sendero 2+00 0 34 0 12 1.4 10.6 117.7 10.8 97 95 CG 69 08/22/17 Sendero 1+00 0 34 0 121.4 10.6 117.4 11.0 97 95 CG 70 08/22/17 Sendern 1+00 0 34 0 121.4 10.6 118.5 10.3 98 95 CG 71 08/22/17 Sendero 0+15 0 34 0 12 1.4 10.6 116.4 10.7 96 95 CG 72 08/22/17 Sendero 0+10 0 34 0 12 1.4 10.6 116.0 11.3 96 95 CG 73 08/22/17 La Pradera 14+40 0 34 0 12 1.4 10.6 116.1 12.6 96 95 CG 74 08/22/17 La Pradera 13+30 0 34 0 12 1.4 10.6 116.3 12.2 96 95 CG 75 08/22/17 La Pradera 12+50 0 34 0 12 1.4 10.6 117.3 12.1 97 95 CG 76 08/23/17 Mesa Ridge 15+50 0 34 0 12 1.4 10.6 117.2 11.7 97 95 CG 77 08/23/ 17 Mesa Ridge 14+65 0 34 () 12 1.4 10.6 I 16.7 11.4 96 95 CG 78 08/23/17 Mesa Ridge 15+00 0 34 0 121.4 10.6 I 19.0 10.7 98 95 cu 79 08123/17 Mesa Ridge 14+00 0 34 0 121.4 10.6 118.0 10.3 97 95 CG 80 08/23/17 Mesa Ridge 13+75 0 34 0 121.4 10.6 118.1 10.6 97 95 CG 81 08/25/17 W Cresta 0 t-30 0 4 0 126.0 10.4 120.7 11.4 96 95 CG 82 08/25/17 W Cresta 1+20 0 4 0 126.0 10.4 123.3 10.7 98 95 CG 83 08/25/17 W Cresta 0+80 0 4 0 126.0 10.4 120.8 I 1.0 96 95 CG 84 08/25/17 W Cresta 1+20 0 4 0 126.0 10.4 121.4 11.2 96 95 ~GEOCON TABLE I SUMMARY OF FIELD DENSITY TEST RESULTS Project Name: Quarry Creek R-2 Project No.: 07135-42-07 Date Elev. >¾" Max. Opt. Field Field Relative Required Test No. or Curve Dry Moist Dry Moisture Relative (MM/DD Location Depth No. Rock Density Content Density Content Compaction Compaction /YY ) (u/4,) ('¼1) Pre. No. Re. (feet) (pct) (%) (pct) (%) ('½,) (_'(j 85 08/25/17 W Cresta Or30 0 34 0 121.4 10.6 11 6.9 12.6 96 95 CG 86 08125/ I 7 W Cresta 0+35 0 34 0 I 21.4 10.6 118.5 11.5 98 95 CG 87 08/25/1 7 W Cresta 1+00 0 34 0 121.4 10.6 I 19.1 11.2 98 95 CG 88 08/25/17 W Cresta 1+20 0 34 0 121.4 10.6 11 6.8 11.9 96 95 CG 89 08/26/17 E Cresta 0+00 0 4 0 126.0 10.4 124.2 10.2 99 95 CG 90 08/26/17 E Cresta 0+45 0 4 0 126.0 10.4 121.9 12.4 97 95 CG 91 08/26/17 E Cresta 0+60 0 4 0 126.0 10.4 120.0 11.0 95 95 CG 9" 08/26/1 7 E Cresta 1+00 0 4 0 126.0 10.4 121.9 11.0 97 95 CG 93 08/28/1 7 E Cresta 0 +30 0 34 0 121.4 10.6 117.4 12.0 97 95 CCi 94 08/28/1 7 E Cresta 1+00 0 34 0 121.4 10.6 117.3 12.2 97 95 CG 95 08/28/17 E Cresta 1+20 0 34 0 I 21.4 10.6 116.8 11.6 96 95 CG 96 08/28/17 Ok!ro Court 0+10 0 4 0 126.0 10.4 123.1 10.7 98 95 CG 97 08/28/17 Otero Court 0+60 0 4 0 126.0 10.4 12 1.2 12.8 96 95 CG 98 08/28/17 Otero Court 1+00 0 4 0 126.0 10.4 122.7 12.5 97 95 CG 99 08/28/ 17 Otero Court 2+00 0 4 0 126.0 10.4 122.5 13.0 97 95 CG 100 08/28/17 Otero Court 2+25 0 4 0 126.0 10.4 120.5 12.2 96 95 CG I 01 08/29/17 La Colina 19+00 0 4 0 126.0 10.4 1 I 9.4 10.4 95 95 CG 102 08/29/17 La Colina 18+50 0 4 0 126.0 10.4 I 19.5 10.8 95 95 CG 103 08/29/17 La Colina 18+00 0 4 0 126.0 10.4 122.5 12.2 97 95 CG 104 08/29/17 La Colina 17+20 0 4 0 126.0 10.4 120.0 11.7 95 95 CG 105 08/29/1 7 La Colina 17+20 0 4 0 126.0 10.4 120.5 11.5 96 95 CG 106 08/29/1 7 La Colina 17+80 0 4 0 126.0 10.4 120.8 11.4 96 95 CG 107 08/29/ 17 La Colina 18+25 0 4 0 126.0 10.4 122.5 10.8 97 95 CG 108 08/29/17 La Colina 18+80 0 4 0 126.0 10.4 120.9 11.1 96 95 CG 109 08/31/17 La Colina 16+00 0 4 0 126.0 10.4 11 9.2 11.3 95 95 CG 110 08/3 1/17 La Colina 15+50 0 4 0 126.0 10.4 I 19.4 l l. 7 95 95 CG 111 08/31/17 La Colina 15+35 0 34 0 12 1.4 10.6 116.1 12.2 96 95 CG 11 2 08/3 1/17 La Colina 16+50 0 34 0 121.4 10.6 115.9 12.6 95 95 - ~GEOCON TABLE I SUMMARY OF FIELD DENSITY TEST RE SUL TS Project Name: Quarry Creek R-2 Project No.: 07135-42-07 Date Elev. >¾" Max. Opt. Field Field Relative Required Test No. or Curve Dry Moist Dry Moisture Relative (MM/DD Location Depth No. Rock Density Content Density Content Compaction Compaction /YY) (feet) (%) (pct) (%) (pct) (%) (o/4,) ('¼,) Pre. No. Re. CG 113 08/3 1/17 La Colina 16+50 0 34 0 121.4 10.6 116.4 12.9 96 95 CG 114 09/0 I/ 17 La Colina 17+65 0 34 0 121.4 10.6 117.3 13.2 97 95 CG 115 09/0 I /17 La Colina 18+50 0 34 0 121.4 10.6 116.8 12.8 96 95 CG l Hi 09/01/17 La Colina 19+15 0 34 0 121.4 10.6 l 18.5 13.4 98 95 CG 117 09/0 1/17 Otero Court 1+20 0 34 0 12 1.4 10.6 118.8 13.0 98 95 CG 118 09/0 1/17 Otero Court 1+00 0 34 0 12 1.4 10.6 118.7 12.7 98 95 CG I 19 09/01/17 Otero Court 2+10 0 34 0 12 1.4 10.6 117.5 l2.4 97 95 ~GEOCON TABLE I SUMMARY OF FIELD DENSITY TEST RESULTS Project Name: Quarry Creek R-2 Project No.: 07135-42-07 Date Elev. >¾" Max. Opt. Field Field Relative Required Test No. or Curve Dry Moist Dry Moisture Relative (MM/DD Location Depth No. Rock Density Content Density Content Compaction Compaction /YY) (feet) ( o;.,) (pcf) (%) (pcf) (%) (%) ('1/.,) Pre. No. Re. .IT 1 05/06/17 Luiseno Way 10+20 -1 4 0 126.0 10.4 11 6.1 I 1.0 92 90 .IT 2 05/06/17 Luiseno Way 10+50 0 4 0 126.0 10.4 113.6 13.6 90 90 JT 3 05/06/17 Luiseno Way 10+80 0 4 0 126.0 10.4 I I 5.0 13.0 91 90 .IT 4 05/06/17 Luiseno Way I 1+30 0 4 0 126.0 10.4 116.4 10.4 92 90 .IT 5 05/06/17 Luiseno Way 11+60 -1 4 0 126.0 10.4 I 15.1 12.4 9 1 90 JT 6 05/06/17 Luiseno Way 12+00 0 4 0 126.0 10.4 117.6 10.9 93 90 JT 7 05/06/17 Luiseno Way 14+50 0 4 0 126.0 10.4 11 3.4 12.3 90 90 JT 8 05/15/17 Luiseno Way 13+25 -1 4 0 126.0 10.4 116. l 11.7 92 90 JT 9 05/15/17 Luiseno Way 12+00 0 4 0 126.0 10.4 I I 5.9 11.2 92 90 JT 10 05/15/17 Luiseno Way 11+00 0 4 0 126.0 10.4 l 15.0 13.0 91 90 .IT 11 05/15/17 Luiseno Way 10-,..50 0 4 0 126.0 10.4 11 6.8 10.5 93 90 JT 12 07/07/17 Cascada Lane W of Bldg 4 0 4 0 126.0 10.4 113.4 11.2 90 90 JT 13 07/07/17 Cascada Lane W of Bldg 4 0 4 0 126.0 10.4 114.2 12.4 91 90 JT 14 07/08/17 Marisol Lane S of Bldg 3 0 4 0 126.0 10.4 113.7 10.7 90 90 JT 15 07/08/ 17 Marisol Lane S of Bldg 3 0 4 0 126.0 l0.4 116.2 I 1.0 9? 90 JT 16 07/1 1/ 17 Cascada Lane W of Bldg 6 -I 4 0 126.0 10.4 113.9 10.6 90 90 JT 17 07/1 1/17 Cascada Lane W of Bldg 6 0 4 0 126.0 10.4 11 5.7 11.9 92 90 .IT 18 07/12/17 La Prapera Lane N of Bldg 3 0 4 0 126.0 10.4 113.0 11.5 90 90 JT 19 07/12/17 La Prapera Lane N of Bldg 3 0 4 0 126.0 10.4 I 13.2 I 1. I 90 90 JT 20 07/12/17 La Prapera Lane N of Bldg 4 0 4 0 126.0 10.4 113.1 11.4 ·90 90 JT 21 07/13/17 Cascada Lane W ofBldg 6 0 4 0 126.0 10.4 114.2 10.9 91 90 .IT 22 07/13/17 Mesa Ridge Lane S of Bldg 6 0 4 0 126.0 10.4 113.6 11.8 90 90 JT 23 07/13/17 Cascada Lane S of Bldg 3 0 4 0 126.0 10.4 I I 3.0 12.2 90 90 .IT 24 07/13/17 Cascada Lane S of Bldg 3 0 4 0 126.0 10.4 114.4 10.8 91 90 JT 25 07/14/17 La Pradera Lane N of Bldg 5 0 2 0 I 19.0 11.6 107.1 11.9 90 90 .TT 26 07/14/17 La Pradera Lane N of Bldg 5 0 2 0 119.0 11.6 107.5 11.4 90 90 .IT 27 07/14/17 La Pradera Lane N of Bldg 11 0 2 0 I 19.0 11.6 107.8 12.4 91 90 JT 28 07/14/17 La Pradera Lane N of Bldg 11 0 2 0 I 19.0 11.6 109.1 11.9 92 90 ~GEOCON TABLE I SUMMARY OF FIELD DENSITY TEST RESULTS Project Name: Quarry Creek R-2 Project No.: 07135-42-07 Datl' Elev. >¾" Max. Opt. Field Field Relative Required Test No. or Curve Dry Moist Dry Moisture Relative (MM/DD Location Depth No. Rock Density Content Density Content Compaction Compaction /YY) (o/c,) (%) Pre. No. Re. (feet) (pcf) (%) (pct) (%) (%) .IT 29 07/18/17 La Pradera Lane N of Bldg 12 0 2 0 119.0 11.6 107.3 13.3 90 90 .IT 30 07/18/17 Sendero Lme E of Bldg 12 0 2 0 I I 9.0 11.6 109.1 12.0 92 90 JT 3l 07/ 18/17 Sendero Lane E of Bldg 12 0 2 0 I 19.0 11.6 109.4 11.8 92 90 JT 32 07/18/17 Sendero Lane E of Bldg 12 0 2 0 119.0 11.6 108.5 I 1.8 91 90 JT 33 07/18/17 Sendero Lane E of Bldg 12 0 2 0 119.0 11.6 108.2 11.3 91 90 JT 34 07/18/17 Sendero Lane E of Bldg 10 0 2 0 I 19.0 11.6 109.8 12.1 92 90 JT 35 07/ I 9/17 Sendero Lane E of Bldg I 0 0 2 0 I 19.0 11.6 107.2 12.9 90 90 JT 36 07/19/17 Mesa Ridge Lane S of Bldg I 0 0 2 0 119.0 11.6 107.8 12.4 91 90 JT 37 07/19/17 Mesa Ridge Lane S of Bldg l0 0 2 0 119.0 11.6 108.3 12.7 91 90 JT 38 07/19/17 Mesa Ridge Lane S of Bldg 9 () 2 0 119.0 I 1.6 108.5 12.5 91 90 JT 39 07/19/17 E Prado Lane E of Bldg 11 0 2 0 I 19.0 11.6 107.3 l l.8 90 90 JT 40 07/'20/17 E Prado Lane S of Bldg 11 0 2 0 I 19.0 11.6 107.5 12.0 90 90 JT 41 07120/17 E Prado Lane S of Bldg 11 0 2 0 I 19.0 11.6 109.2 11.7 92 90 JT 42 07/20/17 E Prado Lane S or Bldg 5 0 2 0 1 I 9.0 11.6 107.4 12.5 90 90 .IT 43 07/20/17 W Prado Lane S of Bldg 5 0 2 0 119.0 11.6 107.9 12.2 91 90 JT 44 07/20/ I 7 W Prado Lane W of Bldg 5 0 2 0 I 19.0 1 l.6 108.4 12.6 91 90 .IT 45 07/21/17 N of Bldg 9 0 2 0 I 19.0 11.6 107.5 12.5 90 90 .IT 46 07/21/17 N of Bldg 9 0 2 0 11 9.0 11.6 107.2 12.1 90 90 ~GEOCON TABLE I SUMMARY OF FIELD DENSITY TEST RESULTS Project Name: Quarry Creek R-2 Project No.: 07135-42-07 Date Elev. >¾" Max. Opt. Field Field Relative Required Test No. or Curve Dry Moist Dry Moisture Relative (MM/DD Location Depth No. Rock Density Content Density Content Compaction Compaction /YY) ('1/c,) (O/,,) Pre. No. Re. (feet) (pcf) (%) (pcf) (%) (%) PT 1 02/13/18 S of Pool 0 2 0 11 9.0 11.6 106.8 11.2 90 90 PT 2 02/13/ 18 S of Pool 0 2 0 119.0 11.6 107.1 11.8 90 90 PT 3 02/15/18 N of Pool -1 2 0 11 9.0 11.6 107.0 12.6 90 90 PT 4 02/15/18 N of Pool 0 2 0 11 9.0 11 .6 106.9 12.3 90 90 PT 5 03/13/18 N of Pool -2 2 0 119.0 11.6 107.3 15.6 90 90 PT 6 03/13/18 N of Pool -1 2 0 l 19.0 11.6 107.1 15.1 90 90 ~GEOCON TABLE I SUMMARY OF FIELD DENSITY TEST RESULTS Project Name: Quarry Creek R-2 Project No.: 07135-42-07 Da te Elev. >¾" Max. Opt. Field Field Relativt' Required Test No. or Curve Dry Moist Dry Moisture Relative (MM/DD Location Depth No. Rock Density Content Density Content Compaction Compaction /YY) (feet) (o/4,) (pcf) (%) (pcf) (%) (%) ('1/.,) Pre. No. Re. RG I OX/30/ 17 Basin Tc'ie S of Luiseno 88-1 -I 6 0 135.4 7.7 126.9 7.9 94 90 RU 2 08/30/17 Basin Toe S of Luiseno BB-1 -I 6 0 135.4 7.7 125.1 10.6 92 90 RG 3 OX/31/17 Basin Toe S of Luiseno BB-I -2 6 0 135.4 7.7 125.2 10.5 92 90 RG 4 09/01/17 Basin Toe S of Luiseno BB-I -I 6 0 135.4 7.7 126.3 9.1 93 90 RG 5 09/0 5/17 Basin Toe S of Luiseno BB-I 0 6 0 135.4 7.7 127.5 9.6 94 90 RG 6 09/07/17 Basin 3 8 8 -3-2-h -3 6 0 135.4 7.7 125.3 8.4 93 90 Rv 7 09/08/ 17 Basin 3 BB-3-2-b -2 6 0 135.4 7.7 123.6 10.0 9 1 90 RG X 09/08/17 Basin 3 BB-3-2-b -2 6 0 135.4 7.7 125.1 9.6 92 90 Rv 9 09/0X/17 Basin 3 88-3-2-b -I 6 0 135.4 7.7 124.7 9.1 9.., 90 RG 10 09/11/17 Basin 3 BB-3-2-b -4 6 0 135.4 7.7 123.7 11.5 9 1 90 RG 11 09/11/17 Basin 3 BB-3-2-b -2 6 0 135.4 7.7 123.4 I 1.0 91 90 RG 12 09/1 1/17 Basin 3 BB-3-2-h -2 6 0 135.4 7.7 122.4 11.8 90 90 RG 13 09/12/17 Basin 3 BB-3-2-b -I 6 0 135.4 7.7 125.6 9.2 93 90 RG 14 09/12/17 Basin 3 BB-3-2-h -2 6 0 135.4 7.7 121.8 9.9 90 90 RG 15 09/12/ 17 Basin 3 BB-3-2-b -I 6 0 135.4 7.7 123.7 10.4 91 90 RG 16 09/13/17 Basin I BB-1 -2 6 0 135.4 7.7 125.6 I O. I 93 90 RG 17 09/13/17 Basin I BB-I -I 6 0 135.4 7.7 126.0 10.7 93 90 RG 18 09/13/17 Basin I BB-I -I 6 0 135.4 7.7 122.2 7.6 90 90 RG 19 09/14/17 Basin I 88-1 0 6 0 135.4 7.7 129.1 7.9 95 90 RG 20 09/14/17 Basin I BB-I Bottom 0 6 0 135.4 7.7 128.9 7.7 95 90 RG 2 1 09/14/17 Basin 1 BB-l Bottom 0 6 0 135.4 7.7 126.4 10.3 93 90 RG 21 09/15/17 Basin 3 BB-3-2-b 0 6 0 135.4 7.7 13 1.6 8.8 97 90 RG 23 09/1 5/17 Basin 3 BB-3-2-b 0 6 0 I 35.4 7.7 127.6 10.5 94 90 RG 24 09/15/17 Basin 3 BB-3-2-b 0 6 0 135.4 7.7 125. l 12.0 9? 90 RG 25 09/1 X/17 Basin 4 BB-3-2-A -I 6 0 135.4 7.7 121.9 9.5 90 90 RG 26 09/19/17 Basin 4 BB-3-2-A -2 6 0 135.4 7.7 122.9 9.3 91 90 RG 27 09/19/17 Basin 4 BB-3-2-A -I 6 () 135.4 7.7 123.4 9.0 91 90 RG 28 09/20/17 Basin 4 BB-3-2-A -I 6 0 135.4 7.7 124.1 10.4 92 90 ~GEOCON TABLE I SUMMARY OF FIELD DENSITY TEST RESULTS Project Name: Quarry Creek R-2 Project No.: 07135-42-07 0ate Elev. >¾" Max. Opt. Field Field Relative Required Test No. or Curve Dry Moist Dry Moisture Relative (MM/DD Location Depth No. Rock Density Content Density Content Compaction Compaction /YY) (%) (%) Pre. No. Re. (feet) (pct) (%) (pct) (o./4,) (%) RG 29 09/20/17 Basin 4 BB-3-2-A -2 6 0 135.4 7.7 124.5 10.2 9? 90 RG 30 09/20/17 Basin 4 BB-3-2-A -1 6 0 135.4 7.7 122.2 12.6 90 90 RG 31 09/21/17 Basin 4 BB-3-2-A 0 6 () 135.4 7.7 129.5 8.3 96 90 RG 32 09/21 /17 Basin 4 BB-3-2-A 0 6 0 135.4 7.7 127.8 10.7 94 . 90 RG 33 09/21/17 Basin 4 BB-3-2-A () 6 0 135.4 7.7 131.5 10.1 97 90 RG 34 09/21/17 Basin 4 BB-3-2-A 0 6 () 135.4 7.7 130.5 9.5 96 90 ~GEOCON TABLE I SUMMARY OF FIELD DENSITY TEST RESULTS Project Name: Quarry Creek R-2 Project No.: 07135-42-07 Date Elev. >¾" Max. Opt. Field Field Relative Required Test No. or Curve Dry Moist Dry Moisture Relative (MM/DD Location Depth No. Rock Density Content Density Content Compaction Compaction /Y Y ) (feet) (%) (pct) (%) (pct) (%) ('1/.,) (%) Pre. No. Re. RWM I 0 l/06/17 Line A 10+50 -3 6 0 135.4 7.7 128.2 8.3 95 95 RWM 2 0 1/06/l 7 Line A 10+80 -I 6 0 135.4 7.7 128.9 8.0 95 95 RWM 3 0 l/06/17 Line A 11 +00 -2 6 0 135.4 7.7 131.0 7.7 97 95 RWM 4 0 1/06/17 Line /\ l 1+70 -3 6 () 135.4 7.7 128.9 8.1 95 95 RWM 5 0 l/06/17 Line A 11+80 -I 6 0 135.4 7.7 129.6 9.2 96 95 RWM 6 0 l/06/17 Line A 12+00 -2 6 0 135.4 7.7 130.3 9.0 96 95 RWM 7 0 l/06/17 Line A 12+30 0 6 0 135.4 7.7 129.0 11.2 95 95 RWM 8 0 1/06/17 Line A 13+00 -1 2 0 l I 9.0 l 1.6 113.5 14.2 95 95 RWM 9 0 1/06/17 Line A 13+50 -2 2 0 119.0 11.6 115.0 13.2 97 C) 5 RWM 10 0 1/06/17 Line A 14+00 -I 2 0 119.0 11.6 117.4 I l.6 99 95 RWM l I 01/06/17 Line A 14+40 0 2 0 119.0 11.6 114.5 13.3 96 95 RWM 12 0 1/06/17 Line A 15+00 -3 2 0 119.0 1 l.6 114.7 13.6 96 95 RWM 13 01/06/17 Line A 15+50 -1 2 0 119.0 1 1.6 112.9 14.1 95 95 RWM 14 0 1/06/17 Line A 16+00 0 2 0 11,9.0 11.6 113.2 13.8 95 95 RWM 15 0l/06/17 Line A 16+30 -2 2 0 I 19.0 11.6 115.0 11.9 97 95 RWM 16 01/06/17 Line A 16+70 0 2 0 119.0 11.6 11 3.8 12.4 96 95 RWM 17 01/09/17 Line A 15+30 -1 6 0 135.4 7.7 128.9 10.8 95 95 RWM 18 0 1/09/17 Line A 15+70 -2 6 0 135.4 7,7 129.7 10.3 96 95 RWM 19 0 1/09/17 Line A 15+80 0 6 0 135.4 7.7 130.2 9.8 96 95 RWM 20 01/09/17 Line A 16+90 0 6 0 135.4 7.7 129.1 10.1 95 95 RWM 2 1 0 I /09/17 Line A 17+00 -3 6 0 135.4 7.7 128.3 11.2 95 95 RWM 22 0 1/09/17 Line A 17+15 -1 6 0 135.4 7.7 130.9 8.4 97 95 RWM 23 01 /09/17 Line A 17+35 -2 6 0 135.4 7.7 128.7 10.4 95 95 RWM 24 0 1/09/17 Line A 17+50 -1 6 0 135.4 7.7 130.5 9.9 96 95 RWM 25 0 1/09/17 Line A 17+95 0 6 () 135.4 7.7 129.7 10.1 96 95 RWM 26 0l/09/17 Line A 18+20 0 2 0 l 19.0 I 1.6 114.7 13.6 96 95 RWM 27 0 1/09/17 Line A 17+45 -1 2 0 11 9.0 I l.6 113.4 12.9 95 95 RWM 28 02/02/17 Line A 13+00 -1 6 0 135.4 7.7 131.0 8.5 97 95 .~GEOCON TABLE I SUMMARY OF FIELD DENSITY TEST RESULTS Project Name: Quan:y Creek R-2 Project No.: 07135-42-07 Datt-Elev. >¾" Max. Opt. Field Field Relative Required Test No. or Curve Dry Moist Dry Moisture Relative (MM/DD Location Depth No. Rock Density Content Density Content Compaction Compaction /YY) (o/4,) ('1/,,) (feet) (pd) (%) (pct) (%) (%) Pre. No. Re. RWM 29 02/02/17 Lim:A 12 t-94 -I 6 0 135.4 7.7 128.9 10.0 95 95 RWM 30 02/02/17 Line A 13+10 0 6 0 135.4 7.7 129.7 9.2 96 95 RWM 31 02/02/17 Lim:A 14+37 -1 6 0 135.4 7.7 129.1 10.6 95 95 RWM .,? .)_ 02/02/17 Line A 14+40 0 6 0 135.4 7.7 131.6 8.8 97 95 RWM 33 02/02/17 Line A 16+22 0 6 0 135.4 7.7 130.3 9.0 96 95 RWM 34 02/02/17 Lim:A 18+00 0 6 0 135.4 7.7 130.5 8.7 96 95 RWM 35 02/22/17 El Saito Falls 7+50 -1 2 14 123.9 9.5 1 I 8. I 12.0 95 95 RWM 36 02/22/17 El Saito Falls 7+50 -2 2 14 123.9 9.5 117.9 11.6 95 95 RWM 37 02/22/17 El Saito Falls 7+50 -I 2 14 123.9 9.5 119.2 12.2 96 95 RWM 38 02/22/17 El Saito Falls 7+50 0 2 14 123.9 9.5 118.3 12.1 96 95 RWM 39 02/23/17 El Saito Falls 7+50 0 2 14 123.9 9.5 121.1 11.7 98 95 RWM 40 02/23/17 El Saito Falls 7+50 0 32 0 127.8 10.7 121.7 11.3 95 95 ~GEOCON TABLE.I SUMMARY OF FIELD DENSITY TEST RESULTS Project Name: Quarry Creek R-2 Project No.: 07135-42-07 Date Elev. >¾" Max. Opt. Field Field Relative Required Test No. or Curve Dry Moist Dry Moisture Relative (MM/DI> Location Depth No. Rock Density Content Density Content Compaction Compaction /YY) (%) (u/.,) Pre. No. Re. (feet) (pd) (%) (pcf) (%) (%) so I 01/17/17 Line A 10+50 -5 6 0 135.4 7.7 124.9 10.2 92 90 SD 2 01/17/17 Line A 10+50 -3 6 0 135.4 7.7 127.0 9.0 94 90 SD 3 0 1/17/17 Line A 10+50 -I 6 0 135.4 7.7 126.4 9.5 93 90 SD 4 05/03/17 Linc 8 13+80 -I 2 0 I 19.0 11.6 107.3 13.3 90 90 SD 5 05/03/17 Line8 13+60 0 2 0 119.0 11.6 107.0 13.0 90 90 SD 6 05/03/17 Line 8 13+30 -I 2 0 119.0 I l.6 11 0.3 I 1.7 93 90 SD 7 05103/17 Line 8 13+00 0 2 0 119.0 l 1.6 108.7 12.4 9 1 90 SD 8 05/04/17 Line 7 12+65 -I 2 0 I 19.0 11.6 108.4 12.6 9 1 90 SD 9 05/04/17 Line 6 12+30 0 2 0 I I 9.0 11.6 109.2 12.9 92 90 SD 10 05/04/17 Line 5 11+60 0 2 0 I 19.0 1 l.6 109.5 12.5 92 90 SD 11 05/04/17 Line 3 11+00 0 2 0 I 19.0 11.6 108.6 14.0 91 90 SD 12 05/04/17 Line 2 10+60 0 2 0 I 19.0 11.6 109.2 13.2 92 90 SD 13 05/05/17 Line 9 10+40 -I 4 0 126.0 10.4 113.9 13.7 90 90 SD 14 05/05/17 Line 9 10+80 0 4 0 126.0 10.4 115.6 11.3 92 90 SD 15 05/05/17 Line 9 11+20 0 4 0 126.0 10.4 115.1 11.6 91 90 SD 16 05/05/17 Line 9 11+45 0 4 0 126.0 10.4 11 6.8 10.6 93 90 SD 17 05/05/17 Line 11 16+25 -I 4 0 126.0 10.4 11 6.2 11.9 92 90 SD 18 05/05/17 Line 12 16+50 0 4 0 126.0 10.4 113.7 10.4 90 90 SD 19 05/09/17 A-4 Line I 10+49 -2 4 0 126.0 10.4 115.4 I 1.0 92 90 SD 20 05/09/17 A-4 Line I 10+49 -I 4 0 126.0 10.4 115.7 10.8 92 90 SD 2 1 05/09/17 G-2 Linc 3 I 1+20 -2 4 0 126.0 10.4 I 15.1 12.1 9 1 90 SD 22 05/09/17 G-2 Lin..: 3 I 1+20 0 4 0 126.0 10.4 116.0 11.6 92 90 SD 23 05/09/17 A-4 Line 6 12+51 -2 4 0 126.0 10.4 118.6 10.6 94 90 SD 24 05/09/ 17 A-4 Line 6 12+5 I -I 4 0 126.0 10.4 116.2 11.8 92 90 SD 25 05/11 /17 Line 16 11+00 -I 4 0 126.0 10.4 113.8 13.5 90 90 SD 26 05/11 /17 Line 17 11+40 0 4 0 126.0 10.4 115.6 12.5 92 90 SD 27 05/11 /17 Line 18 11+75 -I 4 0 126.0 10.4 113.7 13.2 90 90 SD 28 05/11/17 Line 20 12+15 0 4 0 126.0 10.4 114.7 13.4 9 1 90 ~GEOCON TABLE I SUMMARY OF FIELD DENSITY TEST RESULTS Project Name: Quarry Creek R-2 Project No.: 07135-42-07 Date Elev. >¾" Max. Opt. Field Field Relative Required Test No. or Curve Dry Moist Dry Moisture Relatiw (MM/DD Location Rock Compaction /VY) Depth No. (o/4,) Density Content Density Content ('1/,,) Compaction Pre. No. Re. (feet) (pcf) ('¼,) (pcf) (%) (%) SD 29 05/11/17 Lint: 2 1 12+50 0 4 0 126.0 10.4 11 7.4 11.2 93 90 SD 30 05/11/17 Line 22 12-1.85 0 4 0 126.0 10.4 11 7.5 10.8 93 90 SD 3 1 05/1 '.YI 7 Line 23 13+30 0 4 0 126.0 10.4 11 6.4 11.4 9'> 90 SD 32 05/12117 Line 23 13+55 0 4 0 126.0 10.4 11 6. l 11.0 92 90 SD 33 05/12/17 Line 24 14+25 -1 4 0 126.0 10.4 11 6.9 10.7 93 90 SD 34 05/12117 Line 25 15+15 -I 4 0 126.0 I 0.4 114.9 12.4 91 90 SD 35 05/12/17 Line 27 15+40 -2 4 () 126.0 10.4 115.0 l2.2 91 90 so 36 05/l'.Ul7 Line 28 15+80 -I 4 0 126.0 10.4 116.2 10.9 92 90 SD 37 05/12/17 Line 28 16+30 0 4 0 126.0 10.4 I 13.7 l 3.5 90 90 SD 3X 05/12/17 Line 29 17+00 -I 4 0 126.0 10.4 113.9 13.2 90 90 SD 39 05/12/! 7 Line 31 18 1-00 0 4 0 126.0 10.4 116.1 11.2 97 90 SD 40 05/15/! 7 Line 45 10+00 -1 4 0 126.0 10.4 114.9 13.5 9 1 90 SD 41 05/15/17 Line 46 10+00 -I 4 0 126.0 10.4 115.7 11.4 92 90 SD 42 05/15/17 Line 47 10+00 -1 4 0 126.0 10.4 116.) I 1.0 92 90 SD 43 05/17/17 Line 35 11+40 -3 4 0 126.0 10.4 115.0 12.3 9 1 90 SD 44 05/l 7/17 Line 35 11 +70 -2 4 0 126.0 l0.4 117.5 11.5 93 90 SD 45 05/17/17 Line 35 11+75 -2 4 0 126.0 10.4 115.1 11.9 9 1 90 SD 46 05/17/17 Line 35 12+10 -I 4 0 126.0 10.4 116. l 12.1 92 90 SD 47 05/17/17 Line 35 12+50 0 4 0 126.0 10.4 116.4 10.7 92 90 SD 48 05/17/17 Line 35 12+80 -I 4 0 126.0 10.4 115.0 10.9 9 1 90 SD 49 05/1 X/17 B Inlet )3-r-19 -2 4 0 126.0 I 0.4 113.5 11.6 90 90 SD 50 05/18/17 B Inlet 13+14 -1 4 0 126.0 10.4 115.6 10.3 92 90 SD 5 1 05/18/17 A-4 14+]4 -1 4 0 126.0 10.4 114.9 12.5 9 1 90 SD 52 05/18/17 A-4 14+55 -1 4 0 126.0 10.4 118.5 10.4 94 90 SD 53 05/IX/17 Line 42 10+00 -I 4 0 126.0 10.4 11 6.1 I 1.0 92 90 SD 54 05/18/17 Line 42 11+00 -1 4 0 126.0 10.4 I 16.3 10.8 92 90 SD 55 05/22/17 Line 51 11 +00 2 -4 0 126.0 10.4 113.2 14.7 90 90 SD 56 05/22/17 Line 51 A-4 10+00 -2 4 0 126.0 10.4 I I 7.4 11.3 93 90 ~GEOCON TABLE I SUMMARY OF FIELD DENSITY TEST RESULTS Project Name: Quarry Creek R-2 Project No.: 07135-42-07 Date Elev. >¾" Max. Opt. Field Field Relative Re<Juircd Test No. or Curve Dry Moist Dry Moisture Relative (MM/DD Location Depth No. Rock Density Content Density Content Compaction Compaction /YY) (o/4,) ('¼,) Pre. No. Re. (feet) (pcf) (%) (pcf) ('1/.,) ('¼,) SD 57 05/22/1 7 Linc 5 1 A-4 10+75 0 4 0 126.0 10.4 115.0 11.7 9 1 90 SD 58 05/'2.2117 Line 34 10+60 -I 4 () 126.0 10 .4 115.1 I 1.5 91 90 SD 59 05/22/17 Line '2.7 B-Inlet 15+55 -1 4 0 126.0 10.4 11 7.5 10.8 93 90 SD 60 05/22/17 Line 28 A-4 16+60 -1 4 0 l'.?.6.0 10.4 11 5.6 11.9 92 90 SD 61 07/05/17 Line 39 11+70 -3 4 0 126.0 10.4 113.5 13.0 90 90 SD 62 07/05117 Line 39 11+40 -1 4 0 126.0 10.4 113.7 13.6 90 90 SD 63 07/05/17 Line 38 0 4 0 126.0 10 .4 114.8 12.0 9 1 90 SD 64 07/05/17 Line 38 1()+85 -2 4 0 126.0 10.4 115.1 12.4 91 90 SD 65 08/25/17 Subdrain Tie-in NE Comer -7 4 0 126.0 10.4 I J 8.1 10.8 94 90 SD 66 08/25/17 Subdrain Tie-in NE Comer -5 4 0 126.0 10.4 11 6.4 12.3 92 90 SD 67 08/25/17 Subdrnin Tie-in NE Corner -5 4 0 126.0 10.4 118.5 I 1.0 94 90 SD 68 08/25/ I 7 Suhdrain T ie-in NE Comer -3 4 0 126.0 10.4 115.1 12.6 91 90 SD 69 08/26/17 Subdrain T ie-in (NS) NE Comer -6 4 0 126.0 10.4 116.9 11.5 93 90 SD 70 08/26/17 Subdrain Tie-in (NS) NE Comer -4 4 0 126.0 10.4 117.5 11.8 93 90 SD 71 08/26/17 Subdrain Tie-in (NS) NE Comer -1 4 0 126.0 10.4 I I 8.9 10.6 94 90 SD n 08/26/ I 7 Subdrain T ie-in (NS) NE Corner -3 4 0 126.0 10.4 11 6.1 12.2 92 90 SD 73 08/28/17 Subdrain T ie-in (NS) NE Comer -7 4 0 126.0 10.4 I 15.0 14.5 91 90 SD 74 08/28/17 Subdrain T ie-in (NS) NE Comer -4 4 0 126.0 10.4 I 15.1 14.1 91 90 SD 75 08/28/17 Subdrain Tie-in (NS) NE Comer -1 4 () 126.0 10.4 117.5 12.4 93 90 SD 76 09/27/1 7 BB-I Basin SIIT 7 -4 4 0 126.0 10.4 1 I 3.6 10.0 90 90 SD 77 09/28/J 7 BB-I Basin SHT 7 -2 4 0 126.0 10.4 I 13.2 10.5 90 90 SD 78 09/28/17 BB-I Basin SHT 7 ,., -.) 4 0 126.0 10.4 114.3 10.4 9 1 90 so 79 09/28/17 BB-I Basin SHT 7 -I 4 0 126.0 10.4 113.2 10.9 90 90 ~GEOCON TABLE I SUMMARY OF FIELD DENSITY TEST RES UL TS Project Name: Quarry Creek R-2 Project No.: 07135-42-07 Date Elev. >¾" Max. Opt. Field Field Relative Required Test No. or Curve Dry Moist Dry Moisture Relative (MM/DD Location Depth No. Rock Density Content Density Content Compaction Compaction /YY) (o/4,) ('1/,,) Pre. No. Re. (feet) (pcf) (%) (pcf) (%) ('¼,) SG I 7/57/17 Luiseno Way 19+00 0 7 0 12 1.8 10.5 117 .9 11.2 97 95 SG 2 07/05/17 Luiseno Way 17+00 0 7 0 121.8 10.5 11 6.9 14.4 96 95 SG 3 07/05/ 17 Luiseno Way 15+00 0 4 0 126.0 10.4 123.2 10.4 98 95 SG 4 07/06/17 Luiseno \Vay 14+00 0 4 0 126.0 10.4 121.4 11.0 96 95 SU 5 07/06/ 17 Luiseno Way 12+50 0 4 0 126.0 10.4 121.3 11.3 96 95 SG 6 07/06/ 17 Luiseno Way 10+80 0 4 0 126.0 10.4 120.0 13.0 95 9'- SG 7 07/17/17 La Colina 14+80 0 7 0 121.8 10.5 115.9 11 .4 95 95 SU 8 07/17/17 La Colina l 5-+ 15 0 7 0 121.8 10.5 116.0 11.7 95 95 SG 9 07/17/17 La Colina 15+50 0 7 0 12 1.8 10.5 117.9 11.2 97 95 SG 10 07/17/17 La Colina 15 t-75 0 7 0 12 1.8 10.5 11 5.5 13.2 95 95 SG 1 1 07/18/17 La Colina 19+50 0 7 0 121.8 10.5 I I 8.3 I 1.0 97 95 SG 12 07/22/17 Marisol 10+35 0 4 0 126.0 10.4 120.2 13.6 95 95 SG 13 07/22/17 Marisol 11+00 0 4 0 126.0 10.4 120.0 13.8 95 95 SG 14 07/22/17 Marisol 11+50 0 4 0 126.0 10.4 123.7 11.2 98 95 SG 15 07/22/17 Marisol 12+00 0 4 0 126.0 10.4 122.5 11.9 97 95 SG 16 07/22/17 Marisol 12+50 0 4 0 126.0 10.4 122.5 11.5 97 95 SG 17 07/24/17 Cascada 12+50 0 4 0 126.0 10.4 120.7 12.8 96 95 SG 18 07/24/17 Cascada 13+40 0 4 0 126.0 10.4 12 1.3 12.3 % 95 SG 19 07/25/17 Cascada I 1+75 0 4 0 126.0 10.4 123.7 11.1 98 95 SG 20 07/25/17 Cascada 10+75 0 4 0 126.0 10.4 122.9 12.7 98 95 SG 21 07/26/17 El Cerro Court W Drive 0 4 0 126.0 10.4 12 1.9 10.8 97 95 SG 22 07/26/17 El Cerro Court W Drive 0 4 0 126.0 10.4 122.3 10.9 97 95 SG 23 07/26/17 El Cerro Court S Drive 0 4 0 126.0 10.4 121.4 11.4 % 95 SG 24 07/26/17 El Cerro Court E Drive 0 4 0 126.0 10.4 12 1.0 11.6 96 95 SG 25 07 /26/17 El Cerro Court E Drive 0 4 0 126 .0 10.4 122.9 10.3 98 95 SG 26 07/27/17 La Pradc:ra ]0+00 0 4 0 126 .0 10.4 12 1.8 11.5 97 95 SG 27 07/27/17 La Pradera 11 +30 0 4 0 126.0 10.4 I 19.8 12.9 95 95 SG 28 07/28/ I 7 La Pradera 12+50 0 4 0 126.0 10.4 121.2 13.1 96 95 ~GEOCON TABLE I SUMMARY OF FIELD DENSITY TEST RES UL TS Project Name: Quarry Creek R-2 Project No.: 07135-42-07 Date Elev. >¾" Max. Opt. Field Field Required Relative Test No. or Curve Dry Moist Dry Moisture Relative (MM/DD Location Rock Compaction Depth No. Density Content Density Content Compaction /YY) (o/4,) (%) Pre. No. Re. (feet) (pcf) ('¼,) (pct) (%) ('¼,) SG 29 07/'2.8/I 7 La Pradera 13+00 0 4 0 126.0 10.4 120.7 12.8 96 95 SG 30 07/28/17 La Pradera 13+40 0 4 0 126.0 10.4 122.0 10.5 97 95 SG 3 I 07/28/17 La Pradera 14+25 0 4 0 126.0 10.4 122.3 l 0.9 97 95 SG 32 08/11/17 Sl:ndt:ro 4+50 0 4 0 126.0 10.4 120.7 l 1.8 96 95 SG 33 08/ l I/ I 7 Scndcro 3+10 0 4 0 126.0 10.4 123.1 10.5 98 95 SG 34 0X/l l/17 S<!ndero 2+00 0 4 0 126.0 10.4 121.3 12.0 96 95 SG 35 08/11/17 Sendero 2+00 0 4 0 126.0 10.4 120.2 11.7 95 95 SG 36 08/1 1/17 Sendero 1+00 0 4 0 126.0 10.4 122.5 10.8 97 95 SG 37 08/1 1 / 17 Si::ndero ()+40 0 4 0 126.0 10.4 122.7 11.0 97 95 SG 38 08/15/17 Sendero 3+00 0 4 0 126.0 10.4 121.2 11.2 96 95 SG 39 08/15/17 Sendero 4+10 0 4 0 126.0 10.4 121.3 I 1.0 % 95 SG 40 08/15/17 Sendcro 1+40 0 4 0 126.0 10.4 123.2 10.5 98 95 SG 41 08/ 15/17 Mesa Ridge 16+35 0 4 0 126.0 10.4 120.7 10.8 96 95 SG 42 08/15/17 Mesa Ridge 16+35 0 4 0 126.0 10.4 120.2 11.3 95 95 SG 43 08/24/17 Mesa Ridge 16+25 0 4 0 126.0 10.4 123.2 I 0.5 98 95 SG 44 08/24/17 Mesa Ridge 15+50 0 4 0 126.0 10.4 121.3 I 1.3 96 95 SG 45 08/24/17 Mesa Ridge 14+50 0 4 0 126.0 10.4 122.7 10.9 97 95 SG 46 08/24/17 Mesa Ridge 13+50 0 4 0 126.0 10.4 122.5 11.0 97 95 SG 47 08/24/17 W Cresta 0+10 0 4 0 126.0 10.4 120.7 I 1.5 96 95 SG 48 08/24/17 W Cresta 1+10 0 4 0 126.0 10.4 120.9 11.l % 95 SG 49 08/26/17 E Cresta 0+10 0 4 0 126.0 10.4 123.9 10.5 98 95 SG 50 0X/26/17 E Cresta 0+50 0 4 0 126.0 10.4 123.3 10.l 98 95 SG 51 08/29/ 17 Otero Court 1+10 0 4 0 126.0 10.4 121.4 12.4 96 95 SG 52 0X/29/17 Otero Court 2+10 0 4 0 126.0 10.4 121. I 12.0 96 95 SG 53 08/30/17 La Colina )9+00 0 4 () 126.0 10.4 119.3 12.9 95 95 SG 54 08/30/17 La Colina 17+80 0 4 0 126.0 10.4 119.6 12.5 95 95 SG 55 08/30/ 17 La Colina 17+00 0 4 0 126.0 10.4 122.4 11.4 97 95 SG 56 08/30/ I 7 La Colina 16+00 0 4 0 126.0 10.4 12 1.8 11.9 l)7 95 ~GEOCON TABLE I SUMMARY OF FIELD DENSITY TEST RES UL TS Project Name: Quarry Creek R-2 Project No.: 07135-42-07 Date Elev. >¾" Max. Opt. Field Field Relative Required Test No. or Curve Dry Moist Dry Moisture Relative (MM/DD Location Rock Compaction /YY) Depth No. (%) Density Content Density Content ( o;.,) Compaction Pre. No. Re. (feet) (pcf) (%) (pct) (%) ('1/.,) SG 57 I0/11 /17 W Entrance off El Saito Falls 0 4 0 126.0 10.4 11 9.7 10.0 95 95 SG 58 I 0/11117 W Entrance off El Saito Falls 0 4 0 126.0 10.4 120.1 10.8 95 95 SG 59 I 0/13/J 7 Approach to Luiseno Way 19+10 0 4 0 126.0 10.4 119.9 10.9 95 95 SG 60 I 0/17/17 W Prado 0+10 0 4 0 126.0 10.4 119.3 10.4 95 95 SU 61 1()/17il 7 W Prado 0+25 0 4 0 126.0 10.4 119.9 10.l 95 95 SG 62 I 0/17/17 E Prado 0+75 0 4 () 126.0 10.4 120.5 11. I 96 95 SU 63 10/1 7/17 E Prado 1+00 () 4 0 126.0 10.4 I I 9.5 10.4 95 95 SG 64 10/17/17 E Prado 1+00 0 4 0 126.0 10.4 I 19.2 10.6 95 95 SU 65 l 1/08/17 O tero Court 2+60 0 4 0 126.0 10.4 121.8 IO.I 97 95 SG 66 11/08/17 Otero Court 2+00 0 4 0 126.0 10 .4 120.0 10.3 95 95 SG 67 11/08/17 O tero Court 1+65 0 4 0 126.0 10.4 122.0 10.4 97 95 SG 68 11/08/17 O tero Court 1+20 0 4 0 126.0 10.4 119.4 12.4 95 95 SG 69 11/08/17 O tero Court 1+00 0 4 0 126.0 10.4 1 I 9.9 12.3 95 95 SG 70 11/08/ 17 Otero Court 0+60 0 4 0 126.0 10 .4 122.9 10.0 98 95 SG 71 11/08/17 Otero Court 0+15 0 4 0 126.0 10.4 121.3 11.7 96 95 ~GEOCON TABLE I SUMMARY OF FIELD DENSITY TEST RES UL TS Project Name: Quarry Creek R-2 Project No.: 07135-42-07 Date Elev. >¾" Max. Opt. Field Field Relative Requit-ed Test No. or Curve Dry Moist Dry Moisture Relative (MM/DD Location Depth No. Rock Density Content Density Content Compaction Compaction /YY) (%) (o/4,) Pre. No. (feet) (pcf) (%) (pct) (%) (%) Re. SL I 01/04/17 Line 2 12+28 -3 6 0 135.4 7.7 125.1 9.6 9? 90 SL 1 0 1/()4/17 Line 2 12+28 -I 6 0 135.4 7.7 124.9 9.8 9? 90 SL 3 ()J /04/17 Line 2 12+28 0 6 0 135.4 7.7 126.3 9.5 93 90 SL 4 05/0 1/17 Line D 10+1 I -4 1 0 119.0 11.6 109.2 13.4 92 90 SL 5 05/01/17 Line D 10+1 I -I 2 0 119.0 I l.6 109.5 13.1 92 90 S L 6 05/01/17 Line D 10+57 -3 2 0 119.0 11.6 107.4 12.9 90 90 SL 7 05/01/17 Line D 10+57 0 2 0 119.0 I 1.6 108.4 14.0 91 90 S L 8 05/01 /17 Line D 11+59 -4 2 0 I 19.0 11.6 108.7 13.3 9 1 90 SL 9 05/0 I/ 17 Line D 11+59 -1 2 0 I 19.0 11.6 11 0.4 13.5 93 90 SL I 0 05/01/17 Line D 13+43 -2 2 0 119.0 11.6 108.6 13.4 91 90 SL 11 05/02/17 Line C 10+60 -3 2 0 I 19.0 I l.6 107.4 14.5 90 90 SL 12 05/02/17 l.ine C l 1+42 -I 2 0 I 19.0 11.6 109.1 12.3 92 90 SL 13 05/02/17 Line C 11 +90 -2 2 0 119.0 11.6 108.4 12.9 91 90 SL 14 05/02/17 Line B 11+68 -3 2 0 I 19.0 11.6 109.4 12.0 92 90 SL 15 05/02/17 Linc B 10+92 -I 2 0 119.0 11.6 109.7 12.4 92 90 ~GEOCON TABLE I SUMMARY OF FIELD DENSITY TEST RES UL TS Project Name: Quarry Creek R-2 Project No.: 07135-42-07 Date Elev. >¾" Max. Opt. Field Field Relative Required Test No. or Curve Dry Moist Dry Moisture Relative (MM/DD Location Rock Compaction /YY) Depth No. (%) Density Content Density Content (o/4,) Compaction Pre. No. Re. (feet) (pct) (%) (pcf) (%) (%) SM I 12/12/16 Line A 10+50 -5 8 0 135.0 7.6 123.2 10.5 91 90 SM 2 12/12/16 Line A 10+80 -2 8 0 135.0 7.6 125.1 9.1 93 90 SM 3 12/1 2/16 Line A 11+00 -3 8 0 135.0 7.6 122.0 11.4 90 90 SM 4 12/12/1 6 Line A 11+20 -1 8 0 135.0 7.6 124.6 9.5 92 90 SM 5 12113/ I 6 Line A 11+40 -1 8 0 135.0 7.6 123.9 10.0 92 90 SM 6 12/1 3/16 Line A 11+60 -4 8 0 135.0 7.6 126.6 8.3 94 90 SM 7 12/13/16 Line A 12+00 -2 8 0 135.0 7.6 124.7 7.8 92 90 SM 8 12/14/16 Line A 12+50 -4 8 0 135.0 7.6 129.7 7.9 96 90 SM 9 12/14/16 Line A 12+65 -2 8 0 135.0 7.6 128.5 8.2 95 90 SM 10 12/14/16 Line A 12+80 -1 8 0 135.0 7.6 126.0 9.0 93 90 SM 11 12/21/16 Line A 13+00 -4 8 0 135.0 7.6 124.6 l 0.5 92 90 SM 12 12/21 / I 6 Line A 13+25 -I 8 0 135.0 7.6 125.0 9.7 93 90 SM 13 12/21 /16 Line A 13+50 -2 8 0 135.0 7.6 1:27.9 9.4 95 90 SM 14 12/21/16 Line A 13+70 -4 8 0 135.0 7.6 124.7 10.9 92 90 SM 15 12/21/16 Line A 13+77 -2 8 0 135.0 7.6 123.3 ll.3 91 90 SM 16 12/21 /16 Line A 12+29 -4 8 0 135.0 7.6 126.0 10.2 93 90 SM 17 12/21116 Line A 12+36 -I 8 0 135.0 7.6 125.8 10.4 93 90 SM 18 I 2/27/ I 6 Lim.:A 14+00 -6 6 0 135.4 7.7 125.1 13.2 92 90 SM 19 12/27/16 Line A 14+!5 -3 6 0 135.4 7.7 128.9 8.8 95 90 SM 20 12/27/16 Line A 14+40 -1 6 0 135.4 7.7 127.2 8.9 94 90 SM 21 12/27/lfi Line A 14+60 -5 6 0 135.4 7.7 126.2 9.5 93 90 SM 22 12/27/16 l.ine A 14+90 -2 6 0 135.4 7.7 130.3 9.0 96 90 SM 23 12/27/16 Line A 15+30 -3 6 0 135.4 7.7 128.9 8.3 95 90 SM 24 12/27/16 Line A 15+70 -1 6 0 135.4 7.7 125. l 11.1 92 90 SM 2.5 12/27/16 Line A 16+00 -7 6 0 135.4 7.7 126.4 10.8 93 90 SM 26 12/27/16 Line A 16+20 -5 6 0 135.4 7.7 128.3 9.2 95 90 SM 27 12/28/16 Line A 14+35 -6 6 0 135.4 7.7 125.1 9.6 92 90 SM 28 12/28/16 Line A 14+30 -4 6 () I 35.4 7.7 127.3 8.3 94 90 ~GEOCON TABLE I SUMMARY OF FIELD DENSITY TEST RES UL TS Project Name: Quarry Creek R-2 Project No.: 07135-42-07 Date Elev. >¾" Max. Opt. Field Field Relative Required Test No. or Curve Ory Moist Dry Moisture Relative (MM/DO Location Depth No. Rock Density Content Density Content Compaction Compaction /YY) ('1/,,) (%) Pre. No. Re. (feet) (pcf) (%) (pct) (o/.,) ('½,) SM 29 12/28/16 Line A 14+27 -2 6 0 135.4 7.7 123.7 9.7 91 90 SM 30 12/28/16 Line A 14+20 -I 6 0 135.4 7.7 127.0 8.0 94 90 SM 31 12/29/16 Line A 16+35 -5 2 0 119.0 11.6 108.5 12.8 91 90 SM 32 12/29/16 Line A 16+43 -2 2 0 I 19.0 11.6 111 .0 12.4 93 90 SM 33 I 2/29/16 Line A 18+60 -5 2 0 I 19.0 11.6 109.7 14.0 92 90 SM 34 12/29/16 Line A 18+50 -2 2 0 I 19.0 I 1.6 110.6 12.9 93 90 SM 35 12/29/16 Lint!/\ 18+65 -3 2 0 I 19.0 11.6 109.9 13.5 9? 90 SM 36 12/29/16 Line A 16+10 -3 6 0 135.4 7.7 125.1 9.6 9? 90 SM 37 12/30/16 Line/\ 16+64 -5 6 0 135.4 7.7 123.7 11.4 91 90 SM 38 12/30/16 Line A 16+70 -2 6 0 I 35.4 7.7 126.3 10.0 93 90 SM 39 12/30/16 Line A 16+77 -1 6 0 135.4 7.7 123.5 I l.l 91 90 SM 40 l'.U30/16 Line A 18+50 -4 6 0 135.4 7.7 126.8 9.3 94 90 SM 4 1 12/30/16 Lint! A 18+20 -2 6 0 135.4 7.7 125.1 10.6 92 90 SM 42 12/30/ 16 Line A 18+00 0 6 0 135.4 7.7 126.3 8.9 93 90 SM 43 l'.!/30/16 Line A 17+80 -6 6 0 135.4 7.7 126.4 8.6 93 90 SM 44 12/30/16 Line A 17+50 -3 6 0 135.4 7.7 124.4 10.8 92 90 SM 45 12/30/16 Line A 17+36 -I 6 0 135.4 7.7 123.6 10.2 91 90 SM 46 12/30/16 Line A 17+29 -2 6 0 I 35.4 7.7 122.4 11.2 90 90 SM 47 12/30/16 Line A 16+90 -1 6 0 135.4 7.7 125.6 9.5 93 90 SM 48 04/11 /17 Luiseno Way 13+55 -5 l.l 0 11 8.0 14.4 107.7 15.3 91 90 SM 49 04/11/17 Luiseno Way 13+60 -3 I 1 0 I 18.0 14.4 109.0 16.0 92 90 SM 50 04/11/17 Luiseno Way 13+50 -I I I 0 I 18.0 14.4 108.7 16.4 92 90 SM 51 04/11 /17 Luiseno Way 13+25 -4 11 0 11 8.0 14.4 l 12.3 14.6 95 90 SM 52 04/12/J 7 Luiseno Way 13+00 -4 11 0 I 18.0 14.4 110.2 l 7.2 93 90 SM 53 04/12/17 Luiseno Way 12+75 -I 11 0 118.0 14.4 114.6 15.0 97 90 SM 54 04/12/J 7 Luiseno Way 12+20 -2 1 I 0 118.0 14.4 11 3.6 16.6 96 90 SM 55 04/12/17 Luiseno Way 12+00 -5 I I 0 11 8.0 14.4 113.1 16.2 96 90 SM 56 04/12/17 Luiseno Way 11+75 -2 11 0 118.0 14.4 ll 1.1 15.6 94 90 ~GEOCON TABLE I SUMMARY OF FIELD DENSITY TEST RESULTS Project Name: Quarry Creek R-2 Project No.: 07135-42-07 Date Elev. >¾" Max. Opt. Field Field Relative Required Test No. or C urve Dry Moist Dry Moisture Relative (MM/DD Location Rock Compaction /YY) Depth No. (o/c,) Density Content Density Content ('1/c,) Compaction Pre. No. Re. (feet) (pcf) (%) (pct) ('1/.,) (%) SM 57 04/12/I 7 Luiseno Way 11 +50 -5 11 0 11 X.0 14.4 110.0 17.0 93 90 SM 58 04/12/17 Luiseno Way 11+15 -l 11 0 JI 8.0 14.4 I 10.5 16.5 94 90 SM 59 04/12117 Luiseno Way 10+80 -4 11 0 118.0 14.4 109.0 14.8 92 90 SM 60 04/12/17 Luiseno Way 10+50 -4 1 I 0 118.0 14.4 113.0 14.5 96 90 SM 61 04/13/17 Luiseno Way 10+13 -5 11 0 118.0 14.4 110.6 14.8 94 90 SM 62 04/l 3/l 7 Luiseno Way 10+20 -2 1 1 0 118.0 14.4 108.9 16.4 ()'l 90 SM 63 04/l 3/ l 7 Luiseno Way 11 +60 -5 I I 0 118.0 14.4 113.0 15.2 96 90 SM 64 04/13/17 Luiseno Way 11 +67 -3 11 0 11 8.0 14.4 112.2 15.8 95 90 SM 65 04/13/17 Luiseno Way 11 +65 -I 11 0 118.0 14.4 108.6 17.3 9-i 90 SM 06 04/13/17 Luiseno Way 13+73 -5 11 0 118.0 14.4 110.2 14.2 93 90 SM o7 04/13/17 Luiseno Way 13+80 -3 11 () 118.0 14.4 110.0 14.7 93 90 SM 68 04/13/17 Luiseno Way 13+82 -1 1 I 0 118.0 14.4 107.3 16.3 91 90 SM 69 04/26/17 Line D 13+10 -4 2 () I 19.0 11.6 109.7 12.5 92 90 SM 70 04/26/17 Line D 13+15 -I 2 0 I 19.0 11.6 112.2 11.8 94 90 SM 71 04/26/17 Linc D 13+00 -3 2 () I 19.0 11.6 108.7 14.6 91 90 SM 72 04/27/17 Line D 12+90 -5 2 0 I 19.0 11.6 111.0 12.0 93 90 SM 73 04/27/17 Line D 12+80 -3 2 0 119.0 11.6 107.5 15.3 90 90 SM 74 04/27/17 Line[) 12+60 -I 2 0 I 19.0 11.6 110.2 12.9 93 90 SM 75 04127/17 LineD 12+40 -4 2 0 119.0 11.6 I 09.7 12.4 9? 90 SM 76 04/27/17 Line D 12+10 -3 2 0 119.0 11.6 114.7 11.6 96 90 SM 77 04/28/17 Line 4-3 11+35 -5 2 0 119.0 11.6 109.9 13.5 92 90 SM 78 04/28/17 Line 4-3 I 1+55 -3 2 0 119.0 11.6 113.2 12.2 95 90 SM 79 04/28/17 Line 4-3 11+75 -4 2 0 119.0 11.6 111.0 11.7 93 90 SM 80 04/28/1 7 Line 4-3 I !+95 -1 2 0 l 19.0 I 1.6 111.1 12.1 93 90 SM 81 04/28/17 Lint: A 12+20 -3 2 0 119.0 11.6 108.7 14.3 91 90 SM 82 04/28/17 Line A 12+30 -6 2 0 l I 9.0 11.6 112.8 11.5 95 90 SM 83 04/28/ 17 Line A 12+50 -2 2 0 119.0 11.6 109.9 13.5 92 90 SM 84 04/28/l 7 Line A 12+70 -1 2 0 119.0 11.6 111.5 12.0 94 90 ~GEOCON TABLE I SUMMARY OF FIELD DENSITY TEST RESULTS Project Name: Quarry Creek R-2 Project No· .. 07135-42-07 Date Elev. >¾" Max. Opt. Field Field Required Relative Test No. or Curve Dry Moist Dry Moisture Relative (MM/DD Location Rock Compaction /YY) Depth No. ('1/c,) Density Content Density Content (%) Compaction Pre. No. Re. (feet) (pcf) (o/4,) (pct) (%) ('¼,) SM 85 04/28/ 17 Line A 12+90 -3 2 0 11 9.0 11.6 109.7 12.8 92 90 SM 86 04/28/17 Line A 13+10 0 2 0 t 19.0 11.6 l 10.4 12.4 93 90 SM 87 04/28/17 Line A 13+35 -5 2 0 119.0 11.6 109.4 12.9 92 90 SM 88 04/28/ I 7 Line A 13+70 -2 2 0 119.0 11.6 109.3 13.1 92 90 SM 89 05/0 1/17 Line D 10+00 -5 2 0 I 19.0 11.6 11 2.8 11.8 95 90 SM 90 05/0 1/17 Line D 10+05 -2 2 0 I 19.0 t 1.6 108.7 13.6 91 90 SM 91 05/01/17 Line D 10+30 -4 2 0 119.0 11.6 108.2 13.9 9 1 90 SM 91 05/0 I/ 17 Line D 10+50 -2 2 0 I 19.0 11.6 11 2.3 12.2 94 90 SM 93 05/0 1/17 Line D 10 ~70 -5 2 0 119.0 11.6 109.7 13.1 92 90 SM 94 05/01/17 Lim:D 11+00 .. -.) 2 0 119.0 11.6 107.5 12.7 90 90 SM 95 05/01/17 Line D 11+40 -I 2 0 119.0 11.6 11 1.0 12.7 93 90 SM 96 05/01/17 Line D 11 160 -4 2 0 I 19.0 11.6 11 I. I 12.4 93 90 SM 97 05/0 J/17 l.ine D 11+91 -4 2 0 119.0 11.6 114.0 12.0 96 90 SM 98 05/0 1/17 Line D 11+95 -1 2 0 119.0 11.6 11 1.5 I t.7 94 90 SM 99 05/0 I /17 Line D 13+50 -4 2 0 1 I 9.0 11.6 109.9 12.5 92 90 SM 100 05/0 1/17 Line D 13+90 2 -2 0 I 19.0 11.6 111.7 11 .6 94 90 SM IO I 05/0 1/17 Line D 14+30 -4 2 0 I I 9.0 11.6 109.9 12.4 92 90 SM 102 05/0 1/17 Line D 14+37 -2 2 0 I I 9.0 11.6 110.4 12.3 93 90 SM 103 05/0 1/17 Line D 14+70 -3 2 0 I I 9.0 11.6 110.9 12.0 93 90 SM 104 05/0 1/17 Line B 10+45 -6 2 0 I 19.0 11.6 108.5 14.8 9 1 90 SM 105 05/01/17 Line B 10+70 -3 2 0 119.0 11.6 11 1.5 11.8 94 90 SM 106 05/0 1/17 Line B 11+00 -I 2 0 119.0 11.6 109.8 13.3 9? 90 SM 107 05/0 1/17 Line A 10+87 -5 2 0 I 19.0 11.6 113.2 11.8 95 90 SM 108 05/01/17 Line A 10+92 -2 2 0 119.0 11.6 114.5 12.5 96 90 SM 109 05/01/17 l.ine A 11 +00 -3 ,., 0 I 19.0 11.6 109.3 13.6 92 90 - SM 110 05/01/17 Line A 1 H IS -1 2 0 119.0 11.6 111.0 13.2 93 90 SM 111 05/01/17 LineC 9+95 -5 2 0 119.0 11.6 110.3 13.5 93 90 SM I 12 05/01/17 LineC 10+05 -2 2 0 l 19.0 11.6 109.9 14.3 92 90 ~GEOCON TABLE I SUMMARY OF FIELD DENSITY TEST RESULTS Project Name: Quarry Creek R-2 Project No.: 07135-42-07 Date Elev. >¾" Max. Opt. Field Field Relative Required Test No. or C urve Dry Moist Dry Moisture Relative (MM/DD Location Depth No. Rock Density Content Density Content C ompaction Compaction /YY) (o/4,) (%,) Pre. No. Re. (feet) (pcf) (%) (pct) ('½,) (%) SM 113 05/0 1/17 Line C 10+30 -4 2 0 I 19.0 11.6 112.3 13.0 94 90 SM 114 05/0 1/17 Line C !0+70 -3 2 0 I 19.0 11.6 113.8 12.2 96 90 SM 11 5 05/02117 Line C 10➔ 95 -4 2 0 I 19.0 11.6 109.6 13.8 92 90 SM 116 05/02/17 Line C 11 1..05 -1 2 0 119.0 11.6 113.2 11.9 95 90 SM 117 05/02/17 Line C 11+30 -5 2 0 I 19.0 I 1.6 11 0.4 13.5 93 90 SM 11 8 05/02/17 Line C 11+60 -2 2 0 119.0 11.6 108.7 13.7 91 90 SM l 19 05/02/17 Line C 11+90 -1 2 0 I 19.0 11.6 109.7 11.2 92 90 SM 120 05/02/17 Line C 12+08 -3 2 0 119.0 11.6 11 2.2 11.7 94 90 SM 12 1 05/02/17 Line C 12+13 -I 2 0 I 19.0 11.6 I I 1. I 12.1 93 90 SM 122 05102/17 Line B 11+65 -3 2 0 I 19.0 11 .6 111.0 12.6 93 90 SM 123 05/02/17 Line B 12+30 -I 2 () I 19.0 11.6 113.2 11.6 95 90 SM 124 05/02/17 Line R 11+40 0 2 0 119.0 11.6 109.9 12.5 92 90 ~GEOCON TABLE I SUMMARY OF FIELD DENSITY TEST RE SUL TS Project Name: Quarry Creek R-2 Project No.: 07135-42-07 Date Elev. >¾" Max. Opt. Field Field Relative Required Test No. or Curve Dry Moist Dry Moisture Relative (MM/DD Location Depth No. Rock Density Content Density Content Compaction Compaction /YY) (feet) (o/4,) (pcf) (%) (pcf) (%) (%) (%) Pre. No. Re. SW I 08/02/17 Luiseno \Vay 18+80 0 4 0 126.0 10.4 11 7.9 10.6 94 90 SW 2 08/02/17 Luiseno Way 17+50 0 4 0 126.0 10.4 116.0 13.2 92 90 SW 3 08/02/17 Luiseno Way 17+00 0 4 0 126.0 10.4 119.4 11.4 95 90 SW 4 08/02/17 Luiseno Way 16+00 0 4 0 126.0 10.4 115.1 12.9 9 1 90 SW 5 08/02/17 Luiseno Way 15+00 0 4 0 126.0 10.4 11 6.2 12.8 92 90 SW 6 08/02/17 Luiseno Way 14+00 0 4 0 126.0 10.4 116.4 11.5 92 90 SW 7 08/03/17 Luiseno Way 13+00 0 4 0 126.0 10.4 113.9 10.3 90 90 SW 8 08/03/ 17 Luiseno Way 12+00 0 4 0 126.0 10.4 117.6 I 1.0 93 90 SW 9 08/03/17 Luiseno Way 11+00 0 4 0 126.0 10.4 114.9 10.7 91 90 SW 10 08/03/17 Luiseno Way 10+00 0 4 0 126.0 10.4 114.4 I 1.3 91 90 SW 11 10/04/17 Luiseno Way 14+02 0 4 0 126.0 10.4 113.7 10.8 90 90 SW 12 I 0/04/17 Luiscno Way 13+70 0 4 0 126.0 10.4 114.8 10.3 91 90 SW 13 10/05/17 Luiseno Way 14+50 0 4 0 126.0 10.4 114.5 11.2 91 90 SW 14 10/26/17 Luiseno Way 19+05 0 4 0 126.0 10.4 11 3.1 10.9 90 90 SW 15 10/26/17 Luiseno Way 19+10 0 4 0 126.0 10.4 113.5 10.5 90 90 ~GEOCON TABLE I SUMMARY OF FIELD DENSITY TEST RESULTS Project Name: Quarry Creek R-2 Project No.: 07135-42-07 Date Elev. >¾" Max. Opt. Field Field Relative Re<1nired Test No. or Curve Dry Moist Dry Moisture Relative (MM/DD Location Depth No. Rock Density C ontent Density Content Compaction Compaction /YY) (o/4,) (%) Pre. No. Re. (feet) (pcf) (%) (pcf) ('1/,,) ('¼,) WB I 06/12/17 N Wall 0+50 1 4 0 126.0 10.4 11 3.7 12.8 90 90 WB 2 06/12/17 N Wall )+50 1 4 0 126.0 10.4 115.6 11.6 92 90 WB 3 06/12/17 N Wall 2+00 I 4 0 126.0 10.4 115. I 13.1 91 90 WB 4 06/12/17 N Wall 3+00 1 4 0 126.0 10.4 113.7 13.4 90 90 WB 5 06/12/17 N Wall 0+20 2 4 0 126.0 10.4 11 4.2 JU 91 90 WB 6 06112/17 N Wall 1+00 2 4 0 126.0 10.4 116.9 l 1.2 93 90 WB 7 06/12/17 N Wall 2+40 2 4 0 126.0 10.4 117.2 11.5 93 90 WB X 06/20/17 S t1t· Pool I 2 0 119.0 11.6 108.4 11.6 91 90 WB 9 06/20/17 S of Pool I 2 0 1 I 9.0 11.6 111.8 12.7 94 90 WB I 0 06/20/ 17 S of Pool I 2 0 I 19.0 11.6 109.3 14.6 9" 90 WB 11 06/20/17 W of Pool I 2 0 1 I 9.0 11.6 108.6 14.2 9 1 90 WB 12 06/20/17 W of Pool I 2 0 119.0 11.6 109.5 15.5 92 90 WB 13 06/20/17 W of Pool 2 2 0 11 9.0 11.6 106.9 14.3 90 90 WB 14 06/20/17 S of Pool 2 2 0 I 19.0 11.6 109.3 14.6 92 90 WB 15 06/20/17 S of Pool 2 2 0 I 19.0 11.6 107.8 12.8 9 1 90 WB 16 06/'20/ I 7 S of Pool 3 2 0 I 19.0 11.6 110.0 12.1 92 90 WB 17 06/'2 l / 17 W of Pool 2 2 0 119.0 11.6 108.8 13.8 9 1 90 WB 18 06121/ I 7 W of Pool 3 2 0 119.0 11.6 109.6 12.6 9" 90 WB 19 06/21/17 W of Pool 4 2 0 119.0 11.6 107.9 12.3 9 1 90 WB 20 06/26/17 W of Pool 2 2 0 119.0 11.6 108.9 12.5 92 90 WB 2 1 06/26/ I 7 W of Pool 4 2 0 I 19.0 11.6 107.3 11.7 90 90 WB ')') 06/26/17 N Wall 4+00 2 4 0 126.0 10.4 11 4.9 11.2 91 90 WB 23 06/26/17 N Wall 5+00 2 4 0 126.0 10.4 116.9 10.8 93 90 WB 24 06/26/17 N Wall 6+00 2 4 0 126.0 10.4 114.7 1 1.6 9 1 90 WB 25 06/26/17 N Wall 6+80 I 4 0 126.0 10.4 11 5.1 11.5 9 1 90 WB 26 07/2 1/17 N of Bldg 1 1 4 0 126.0 10.4 115.6 12.0 92 90 WB 27 07/21/17 NofBldg I 3 4 0 126.0 10 .4 115.9 11.6 9? 90 ~GEOCON TABLE I SUMMARY OF FIELD DENSITY TEST RESULTS Project Name: Quarry Creek R-2 Project No.: 07135-42-07 Datt' Elev. >¾" Max. Opt. Field Field Relative Required l't'St No. or Curve Dry Moist Dry Moisture Compaction Relative (MM/DD Location Depth No. Rock Density Content Density Content Compaction /YY) (feet) (%) (pc0 (%) (pct) ( o;.,) ('1/.,) (%) ~re. No. Re. WL I 06/13/17 Public Line C 16+36 0 2 0 I 19.0 11.6 108.0 11.8 9 1 90 W L 2 06/13/17 Public Line C 15+93 0 2 0 119.0 11.6 107.5 12.4 90 90 WL 3 06/13/17 Public Line C 15+77 0 2 0 I 19.0 11.6 107.3 12.1 90 90 WL 4 07/26/17 Public Line C l 1+90 -I 4 0 126.0 10.4 108.9 11.8 86 90 WI. 5 07/'26/17 Public Line C 12+97 -I 4 0 126.0 10.4 107.3 12.3 85 90 WI. 6 07126/17 Public Line C 1:2+97 0 4 0 1:26.0 10.4 108.0 12.5 86 90 ~GEOCON TABLE I SUMMARY OF FIELD DENSITY TEST RESULTS Project Name: Quarry Creek R-2 Project No.: 07135-42-07 0ate Elev. >¾" Max. Opt. Field Field Relative Required Test No. or Curve Dry Moist Dry Moisture Relatiw (MM/DD Location Rock Compaction /YY) Depth No. (o/4,) Density Content Density Content (%) Compaction Pre. No. Re. (feet) (pct) (%) (pct) (%) (%) WM 1 0 1/17/17 Public Access 17+00 -2 6 0 135.4 7.7 128.3 9.9 95 95 WM 2 0 1/17117 Public Access 17+20 -3 6 0 135.4 7.7 128.9 8.0 95 95 WM 3 01/17/17 Public Access 17+40 -1 6 0 135.4 7.7 13 1.0 8.6 97 95 WM "4 01/17/17 Public Access 17+65 0 6 0 135.4 7.7 130.3 9.0 96 95 W M 5 01/17/17 Public Access 17+90 0 2 0 I 19.0 11.6 I 14.7 11.9 96 95 WM 6 01/l 7/17 Public Access 18+25 0 2 0 I 19.0 I 1.6 115.6 12.2 97 95 WM 7 04/10/17 Luiseno Way 14+75 0 4 0 126.0 10.4 .11 6.4 10.4 92 90 WM 8 04/10/17 Luiseno Way 15+00 0 4 0 126.0 10.4 11 4.9 1 I. I 91 90 WM 9 04/10/17 l.uist::no Way 15+25 0 4 0 126.0 10.4 11 6.1 10.6 92 90 WM 10 04/11 / 17 Lui~eno Way 16+00 0 4 0 126.0 10.4 11 3.9 10.4 90 90 WM 11 04/1 111 7 Luiseno Way 16+50 0 4 0 126.0 10.4 114.7 11.3 91 90 WM 12 04/1 1/17 Luiseno Way 17+00 0 4 0 126.0 10.4 11 4.5 l 1.0 91 90 WM 13 04/11/17 Luiseno Way 17+50 0 4 0 126.0 10.4 115.4 10.7 92 90 WM 14 04/1 1/17 Luiseno Way 17+80 0 4 0 126 .0 10.4 113.1 10.4 90 90 WM 15 04/18/17 Luiseno Way 14+40 0 4 0 126.0 10.4 113.7 10.7 90 90 WM 16 04/18/17 Luiseno Way 14+25 0 4 0 126.0 10.4 116.8 10.4 93 90 WM 17 04/18/17 Luiscno Way 13+75 0 4 0 126.0 10.4 115.0 12.0 9 1 90 WM 18 04/18/17 Luiseno Way 13+15 0 4 0 126.0 10.4 115.1 11.8 9 1 90 WM 19 04/18/17 Luiseno Way 12+50 0 4 () 126.0 10.4 115.7 11.3 92 90 WM 20 04/18/17 Luiseno Way 12+00 0 4 0 126.0 10.4 113.4 13.2 90 90 WM 2 1 04/18/17 Luiscno Way 11 +50 0 4 0 126.0 10.4 116.7 10.9 93 90 WM 22 04/ 18/J 7 Luiseno Way I )+00 0 4 0 126.0 10.4 114.7 11.8 91 90 WM 23 05/04/17 Public Line C 19+25 0 4 0 126.0 10.4 113.6 13.2 90 90 WM 24 05/04/17 Public Line C 19+00 0 4 0 126.0 10.4 115.5 10.9 9" 90 WM 25 05/04/17 Public Line C 18+30 0 4 0 126.0 10.4 11 5.7 11.5 92 90 WM 26 05/04/17 Public Line C 18+00 0 4 0 126.0 10.4 11 4.2 I l.7 91 90 WM 27 05/26/17 Public Line B 16+00 0 4 0 126.0 10 .4 115.1 11.4 9 1 90 WM 28 05/26/ 17 Public Line B 15+80 0 4 (} 126.0 10.4 113.7 12.2 90 90 ~GEOCON TABLE I SUMMARY OF FIELD DENSITY TEST RESULTS Project Name: Quarry Creek R-2 Project No.: 07135-42-07 Date Elev. >¾" Max. Opt. Field Field Relative Required Test No. or Curve Dry Moist Dry Moisture Relative (MM/DD Loca tion Depth No. Rock Density Content Density Content Compaction Compaction /YY) (feet) (o/4,) (pct) (%) (pct) (%) ('1/c,) (%) Pre. No. Re. WM 29 05/26/17 Public I .ine B 15+40 0 4 0 126.0 10.4 11 6.4 10.5 92 90 WM 30 05/26/17 Public Line B 15+00 0 4 0 126.0 10.4 11 3.7 11.5 90 90 WM 31 05/26/17 Public Line B 14+50 3 4 () 126.0 10.4 11 4.9 10.8 9 1 90 WM 32 05/26/17 Public Line B 14+ 15 0 4 0 126.0 10.4 114.5 I 1.0 91 90 WM 33 05/26/17 Public Line B 13+70 0 4 0 126.0 10.4 115.1 11.2 9 1 90 WM 34 05/26/17 Public Line A 10+50 6 4 0 126.0 10.4 113.9 10.9 90 90 WM 35 05/26/l 7 Public Line A l 1+00 0 4 0 126.0 10.4 11 3.6 10.4 90 90 WM 36 05/26/17 Public Line A 11+50 6 4 0 126.0 10.4 11 4.2 11.8 9 1 90 WM 37 05/26/17 Public Line A 12+30 0 4 0 126.0 10.4 113.4 11.3 90 90 WM 38 06/02/17 Public Line B 10+50 0 2 0 119.0 11.6 107.9 11.9 91 90 WM 39 06/02/17 Public Line B 11 +00 0 2 0 I I 9.0 11.6 109.1 11.6 92 90 WM 40 06/02/17 Public Line B 11+50 0 2 0 119.0 11.6 107.8 11.8 91 90 WM 41 06/13/17 Public Line C 10+30 4 2 0 119.0 11.6 109.0 11.9 9? 90 WM 42 06/13/17 Public Line C 10+75 4 2 0 119.0 11.6 109.3 12.2 9? 90 WM 43 06/13/17 Public Line C 11 +00 0 2 0 I 19.0 11.6 107.1 12.1 90 90 WM 44 06/13/17 Public Line C 11 +50 0 2 0 119.0 11.6 107.9 12.3 91 90 WM 45 06/ l 3/17 Public Line C 12+00 0 2 0 I 19.0 11.6 108.2 12.0 9 1 90 WM 46 06/13/17 Public Line C 12+35 0 2 0 119.0 l 1.6 109.3 11.8 92 90 WM 47 06/13/17 Public Line C 12+75 0 4 0 126.0 10.4 11 3.7 10.7 90 90 WM 48 06/13/17 Public Line C 13+20 0 4 () 126.0 10.4 113.1 10.4 90 90 WM 49 06/14/17 Public Line C 13+60 0 4 0 126.0 10.4 I 13.3 11.2 90 90 WM 50 06/14/17 Public Line C 14+00 0 4 0 126.0 10.4 11 4.2 I 1.8 9 1 90 WM 51 06/ 14/17 Publ ic Line C 14+50 0 4 0 126.0 10.4 11 4.5 11.6 9 1 90 WM 52 06/14/17 Public Line C 15+00 0 4 0 126.0 10.4 114.5 11.3 9 1 90 WM 53 06/14/17 Public Line C 15+50 0 4 0 126.0 10.4 I 13.9 10.8 90 90 WM 54 06/14/17 Public Line C 16+20 0 2 0 119.0 11.6 107.9 12.5 9 1 90 WM 55 06/14/ 17 Public Line C 16+65 0 2 0 I 19.0 11.6 109.2 12.0 9"1 90 WM 56 06/14/17 Public Line C 17+20 0 2 0 119.0 11.6 109.4 11.7 92 90 ~GEOCON AC Asphalt Concrete AD Area Drain B Base CG Curb/Gutter DW Driveway ET Electrical Trench ETB Exploratory Trench FB Footing Backfill FG Finish Grade FS Fire Service GT Gas Trench TABLE I EXPLANATION OF CODED TERMS TEST NO. PREFIX IT Irrigation Trench JT Joint Trench M Moisture Test MG Minor Grading MSE Mechanically Stabilized Earth Wall PT Plumbing Trench RG Regrade RWL Reclaimed Water Lateral RWM Reclaimed Water Main SBT Subdrain Trench SD Storm Drain TEST NO. RE. SG Subgrade SL Sewer Lateral SM Sewer Main SR Slope Repair ST Slope Test SW Sidewalk sz Slope Zone UT Utility Trench WB Wall Backfill WL Water Lateral WM Water Main A. B.C. ... Retest of previous density test failure following additional moisture conditioning or recompaction R Fill in area of density test was removed during construction operations ELEVATION OR DEPTH Corresponds to the devation or the depth. in feet. of the in-place density/moisture content test. The value has been rounded to the nearest whole foot. CURVE NO. Corresponds to the curve numbers presented in the summary of the laboratory maximum dry density and optimum moisture content test results. The field representative selected the curve no. based on the laboratory test results and field observations. >¾" ROCK -ROCK CORRECTION The laboratory maximum dry density and optimum moisture content can be adjusted for in-place soil that possesses rock larger than ¾ inch. The curve no. is adjusted for the percentage of ¾ inch rock in accordance with ASTM D 4718 or Woodward Clyde guidelines. Sample No. 2 4 6 7 8 11 32 33 34 35 Sample No. AC-I AC-2 /\C-3 /\C--1 AC-5 TABLE II SUMMARY OF LABORATORY MAXIMUM DRY DENSITY AN D OPTIMUM MOISTURE CONTENT TEST RESULTS ASTM D 1557 Maximum Description Dry Density (pc t) Dark olive-brown to gray, Sandy CLAY 119.0 Light brown to olive, Silty, fine to coarse SAND 126.0 Dark grayish brown, Clayey fine to coarse SAND; some gravel 135.4 Olive brown, Sandy GRAVEL 121.8 Olive brown, Clayey, fine to coarse SAND with little gravel 135.0 Light olive gray, Clayey, fine to coarse SAND 118.0 Dark grayish brown, Sandy GR.A VEL; little silt (Recycled Class 127.8 2 Base) Dark grayish brown, Sandy GRAVEL; little silt (Recycled Class 121.6 2 Bc1se) Dark grayish brown, Sc111dy GRAVEL; little silt (Recycled Class 12 I .4 2 Bc1se) Grayish brown, Sandy GR.A VEL; lillle silt (Recycled Class 2 121.0 Base) TABLE Ill Optimum Moisture Content (% dry weight) 11.6 10.4 7.7 10.5 7.6 14.4 10.7 12,0 10.6 10.9 SUMMARY OF LABORATORY TEST RES UL TS FOR ASPHALT CONCRETE ASTM D 2041, D 2726, AND D 1560 Test Green Book Specifications Aggregate Theoretical Hveem Percent Percent Maximum Maximum Stability Stability Size (inch) Density (pct) Density (pct) Air Voids Air Voids '/., 154.5 145.0 6.1 57 3 -6 2:35 1/2 153.3 145.1 5,4 46 3-6 2:35 1/., 154.8 146.0 5.7 43 3 -6 ;;:35 1/2 153.0 146.8 4.0 45 3 -6 2:35 ~-~ 153.5 144.3 6.0 58 3 -6 2:35 l'rojc<:t No. 07135--12-07 Scph.:mhcr 9. 2019 TABLE IV SUMMARY OF LABORATORY ASPHALT CONCRETE GRADATION AND ASPHALT CONTENT TEST RESULTS ASTM C 136 AND D 6307 (3/4 IN. AGGREGATE) Sieve Analysis ASTM C Sample Number(% passing) Green book (2015) Section 136 (sieve size/ test type) AC-1 AC-3 I inch 100 100 3/, inch 99 97 % inch 67 66 No. 4 50 50 No. 8 36 37 No. 30 19 20 No. 200 5 5 Oil Content(%)* ASTM 4.5 4.6 D 6307 *Greenbook refers to as .. Asphalt %''. TABLE V SUMMARY OF LABORATORY ASPHALT CONCRETE GRADATION AND ASPHALT CONTENT TEST RESULTS ASTM C 136 AND D 6307 (1/2 IN. AGGREGATE) Sic\'C Analysis Sample Number(% passing) ASTM C 136 (sicYe size/ test AC-2 type) AC-4 AC-5 31., inch 100 100 100 '2 inch 100 98 97 h inch 98 87 86 No. 4 75 58 59 No. 8 52 43 43 No. 30 26 26 23 No. 200 6 6 6 Oil Content (%)* 5.7 5.0 4.6 ASTM D 6307 *Greenbook refers to as .. Asphalt %". Project No. 07135-42-07 203-6.5.4 Class B3 (% passing) 100 90-1 00 60-84 40-60 24-50 11-29 1-9 4.6 -6.0 G rccn book (2015) Section 203-6.5.4 Class C3 (% passing) 100 89-100 74-100 50-78 32-60 14-38 2-10 4.6 -7.0 September 9. 2019