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HomeMy WebLinkAboutCT 02-17; BLACKSTONE RANCH; FINAL REPORT OF TESTING & OBSERVATION DURING SITE IMPROVEMENTS; 2017-07-12JULY 12, 2017 PROJECT NO. G151711-03 . .. .. .J GEOTECHNICAL • ENVIRONMENTAL MATERIA1S . Project No. G1517-11-03 . . July 12 2017 . • . ..,. ., .., . California West Cothmiinities . . . . . . . . • 5927 Priestly Drive, Suite 1.10. .. . . . . . ., . Carlsbad,California.92008 ... Attention: Mr: Dave Warren . • Subject: FINAL REPORT OF TESTING AND OBSERVATION SERVICES. . . . PERFORMED DIJRINGSITE.IMPROVEMENTS.. :. BLACKSTONE RANCH CARLSBAD, CALIFORNIA . I . Dear. Mr. Warren: . :. .. .. .,. • In accordance with the request,we have provided cothpaction testing and observation services on • . an "on call" basis during construction of site improvements at. the subject project. We performed I our services during the period of March 12, 2014 to July 6, 2017 The scope of our services included: . . . . . . . . .. .. ,.. Performing in-place density tests on an "on-call" basis during backfill operations including . . storm drain, sewer main and laterals, watermain and laterals, reclaimed water main, offsite • water main, Joint trench irrigation trench and wall backfill in addition, we performed compaátión testing on the finish grade soils for Lot 41 after the ternporaiy model parking 16t was removed. Performing . in-place density tests during the preparation of subgrade for driveways, • curb/gutter, sidewalk, and roadways, and during the placement of aggregate base and asphalt .: . . . . . . concrete pavement... Performing laboratory tests to aid in evaluating the cOmpaction characteristics of soil conditions encountered and/or used for fill, including asphalt concrete and base materials. . . Preparing this final report of improvements. • . • • • I 6960 Flanders brive S Son Diego, California 92121.2974 I Telephone 858.558.6900 • Fax 858.558.6159 • . .. • To aid in preparing this report, we reviewed the following reprt o.and plans associated- with the project improvements: . 1. Final Report of Testing and Observation Services Performed During Grading Operations, Blackstone Ranch Lots .1 Through 11 and 15. Through 52, Carlsbad, California, prepared by G eoëon Incorporated, dated February 4,2015 (Project No. GI 517-1 1'03). I .. 2.' Improvement Plans For CT 02-17 Shelley Properly Fair Oaks Valley Carlsbad California, prepared by PLSA, dated November 20; 2013:. . During the construction of site improvements, we observed compaction procedures and performed in place density tests to evaluate the dry density and moisture content of the fill materials We performed in-place density tests using a nuclear density gauge in accordance with ASTM Test Procedures D 6938 and D 2950 for soil and asphalt concrete, respectively. We performed laboratory tests on soil and base samples in accordance with ASTM D 1557, Maximum Dry Density and Optimum Moisture Content In addition, we performed laboratory tests on asphalt concrete samples in accordance with ASTM D 2726, Hveem Density D 2041 Theoretical Maximum Density, D 1560, Stability, C 136, Sieve Analysis, and D 6307 Asphalt Content Table I presents the results of the in- place density tests and Tables Il through V summarize the laboratory test results. In general, the results of the in-place density tests indicate Lot 41 regrading, wall backfill, utility trench backfill sidewalk subgrade and private lot driveway subgrade soil possess a dry, density of at least 90 percent of the laboratory maximum dry density near to slightly above optimum moisture content at the locations tested Where the fill contained particles larger than 3/4 inch, we applied rock corrections to the laboratory maximum dry density and optimum moisture content using methods suggested by ASTM 1) 4718 and others. In-place density test results indicate that the roadway and curb/gutter subgrade and aggregate base matenals possess a dry density of at least 95 percent of the laboratory maximum dry density near to slightly above optimum moisture content at the locations tested In-place density test results indicate the asphalt concrete is compacted to a density of at least 95 percent of the Hveem density at the locations tested. Based on observations and test results, it is the opinion of Geocon Incorporated that the construction of site improvements, which is the subject of this report, has. been performed in substantial conformance with the recommendations of the project geotechnical report and the requirements of the City of Carlsbad and other agencies. Adequate drainage provisions are imperative. Under no circumstances should water be allowed to pond adjacent to improvements. Finish grades should be established so that drainage water is directed away froin pavements, curb/gutters, and sidewalks to controlled drainage devices. Irrigation of landscape areas adjacent to pavements should be monitored to provide just enough water to support plant life. Project No. G1517-i 1-03 -2 - July 12, 2017 ...s..s.....s.s..ss..s..............s..... TABLE SUMMARY OF FIELD DENSITY TEST RESULTS Elev. Plus Field Field Field Req d or 3/4 Adj Adj.Mo Dry ist Ret Rel.' Depth Curve Rock MDD OMC Dens Cont Comp Comp Test No Date Location No (°"°) (p,cf) (%) (pcf) (%) (%) (%) RG I 01/20/16 Lot41 4 4 30 1433 62 1344 66 94 90 RG :2 01/20/:I6 Lot 4l: ••• ..• . . -3 •••, . 4 30 • 143.3 . :6.2. . 132.4. 8.3. .•.• .92 90 • RG 3 01/20/16 Lot 41 2 4 30 1433 62 1322 85 92 90 RG 4 01/20/16 Lot 41 1 4 30 1433 62 1338 89 93 90 RG 5 01/20/16 Lot 41 • ;1 4 30 143.3 6.2 133.4 8.4 93 90 Project No G1517 1103 July 12 2017 .•.................................àó.i..... TABLE SUMMARY OF FIELD DENSITY TEST RESULTS Elev.. Plus Field Field Field Req'd. or 3/4 Adj Adj. Dry Moist Rel Rel. Depth Curve Rock MDD OMC Dens. Cont; Coinp Comp. Test No Date Location No (%) (pcf) (%) (pcf) (%) (%) (%) SD 1 03/12/14 Camino Junipero 49+50 430 4 50 1496 46 1362 68 91 90 SD 2 03/13/14 Camino 'Junipero 51+50 421 4 50 : 149.6 4.6 136:9, 5.9 92 90 SD 3 03/20/14 Paseo Encino 3+75 409 4 40 1464 -5.4 .1326 78 91 90 SD 41 03/20/14 Camino ,Junipero53+15 . :413 1 50 1135.2 .8:7 122:1 11.9 '. 90 .90 SD 5 03/20/14 Paseo Encino 2+25 404 1 50 135.2 8.7 121.6 :8.8 90 90 SD 6 03/25/14 Paseo Encino 5+50. 413 I 40 1304 103 1193 136 91 90 SD 7 03/28/14 SD-3 9+65 . : 403. 2 '40 136:5 7.3 '' '125.6 ' 10:7 92. , 90 SD 8 03128/14 Paseo EncinO CO 2+85 409 2 40 1365 7.3 124.5 9:7 91 90 SD 9 04/03/14 Camino Junipero 47+45 495 2 40 136.5 7.3 128.0 10.5. '94 90 SD 10 04/04/14 Carninoiun'ipero46+95 494 2 40 136.5 ' 73 1237' '10.5 91 90 SD 11 04/0/14 SD-2 1+75, .396 I 0: .114.3 '16:9 105:4 17.5 ' 92 .90 SD 12 04/09/14 SD-l1'1+55 382 1 0 114.3 16.9 103.0 18.1. ' 90 90 SD 13 04/14/14 Camino Junipero CO47+80 438 2 40 136.5 7.3 126.6 7.5. 93 90. SD 14 .04/17/14 .CarninoJuniper'o(SD-3 1+82)46+80 . . 496. 2 . 50 '140.2 6.2 l8.2 ..8.I 91 90 SD. 15 04/18/14 CaminoJunipero(SD-3 1+08)46+65 , 448 2 40 136.5 7.3 . '12,4.7 97 91 90.: SD 16 04/18/14' SD-3 1+50 ---------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------- '447 ' 2 40' 136.5 7:3 125:9 10.1 92 ''90 SD 17 04/21/14 Paseo, Encino 7+00 418 I 0 1143 169 1042 166 91 90 SD 18 04/21/14 Paseo:Eñcino 8+20', ' .426 . r 0: '114.3 .1:6:9. 105.5, 17.3 92 1. 90 SD 19 04/21/14 Paseo'Cristal 2+00' ' 421 I' 0 114.3 :1:6.9' 16.5.9 18.6 ' 93 90 SD 20 04/22/14 Paseo Cristal 3+25 430 4 40 1464 54 132 1 7.6 90 90 SD 21 04/23/12 Paseo Cristal CO 4+35 438 2 40 1365 73 125 1 76 92 90 SD 22 04/23/12 PaseoCristalCO 1+47 417 2 40 1365 73 1236 88 91 90 SD 23 04/25/12 Paseo Cristal Inlet 4+49 440 4 30 143.3 62 132.1 76 92 90 SD 24 " 04/25/12 PaseoCristal Inlet 4+5 . 437 4 30 . 143.3 6.2 128:5 8.3 90 90 SD 25. 04/29t14. CaminoJuniperoCO47+80 . / .' '. .444 ., 12' 40 .....136.5 7.3 126:5. 8.1 . 93 .90 SD 26 04/29/14 SD-3 1+00 438 2 20 1297 95 1193 109 92 90 SD 27 05/27/14 Camino Junipero 52+91 416 4 30 143.3 6.2 129.8 '8.2 91 90 SD 28 05/28/14 Camino Junipero Inlet Box 52+91 415 4 30 143.3 6.2 .133.6 7.9 93 90 SD 29 05/28/14 Camino Junipero MH 50±60 . 433 2 ' 40 136.5 7.3 :125.7 9:9 P92, 90 SD 30 05/28/14 Paseo EncinoMH'2+80 - - . 413' - 4 30 1433 6.2 ' 132.9 7.9 93 ..... SD 31 05/30/14 Paseo Encino MH/lnlet Box 8+43 ' 429 4 30 143.3 6.2 130.3 9.8 ' 91 90 Project No. .G1517-I 1-03 . ' , , . ' ' ' ': ' ' '. '' 'July 12,2017 TABLE SUMMARY OF FIELD DENSITY :TEST RESULTS 'Elev. Plus Field Field Field Req'd. or 3/4 Adj. Adj. Dry Moist Re! Re[ - Depth Cue Rock MDD OMC Dens. Cont Comp. Comp. Test No Date Location (11) No (%) (pet) (%) (pci) (%) (%) (%) SD 32 06/02/14 PaseoEncinolnlet4+22 - 413 4 30 1433 62 1299 77 93 90 SD 33 06/051:14 Paseo:Encino lnlet1±53. 407 4 30 143.3 - 6.2 1313. 6.7: 92 - 90 SD 34 06/17/14 Paseo Encino 4+25 412 2 40 1365 73 1270 81 93 90 SD 35 06/17/14 Paseoncino lnlet4±28 412 2 40: 136.5, 73 127 9.2 : 91 :90 I SD 36 06/17/14 Paseo Encino CO 1+67 409 4 ---------------------------------------------------------------------------------------------------------------------------------------------------------------------------- '40"- 146.4 5.4 132.1 '6.6 90 90 •0 SD 37 06/17/14 Paseo Encino CO 6+85 420 1 50 1352 87 1211 97 90 90 SD 38 06/17/14 PaseoEncino6+95 420 I 50 1352 87 1228 91 91 90 SD 39 07/08/14 Paseo Encino Crossing 8+50 . ' 430 2 40 1365 73 123.1 8:6 90 ' 90 SD 40 07/09/14 Paseo Encino Inlet 8+69 432 2 40 06.5 73 1229 69 90 90 SD 41 08/27/14 Pressuje Red Station Relief SD 8! 438 '2 40 136.5 73 1259: ' 8.0 92 90 SD 42 09/02/14 Lot 52 Private SD 18 RCP 486 2 10 1265 107 1151 122 91 90 Project No G 1517 II 03 July12 2017 ••O•••S.••••f•.•O•.••••••••..•••••.•••••••••• TABLE I SUMMARY OF FIELD DENSITY TEST RESULTS .... 'El• Plus Field Field Field Req'd. or 3/4 Adj Adj. Dry Moist Rel. Ret Depth Curve Rock MDD OMC Dens. Cont Comp. Comp. Test No. Date Location (ft): No (%) (pcf) (%) (pci) (%) N: SM 1 03/26/14 Mite SM 11+30 370 1 0 1143 169 1028 171 90 90 SM :2 03/26/14. Offsite SM .10+30 . 366 1 . 0. 1.14.3 16.9 .104;1..17.5. 91 90 SM 3 03/26/14 Mite SM 13+75 383 1 10 1179 153 1061 154 90 90 SM 4 04/09/14 OlTsiteSM 10+95 369 1 0 1143 169 1025 168 90 90 SM 5 04/09/14 :Offsite SM 12+55 369 ' I ' 0 114.3 16.9 '105.8 17.6 93' : 90 SM 6 04/30/14 Paseo Cristal 2+00 431 4 20 1404 7.0 127.1 10.1 91 90 SM 7 04/30/14 PaseoCristal3+5,0 ' ' 432 4 ,: 30 143.3 6.2 :131.3 6:4 92'. 90 SM 8 04/30/14 PaseoCristal5+0O . 446' 4 ' 30 14313 6.2 129.5 ' 7:8 90 90' SM 9 04/30/14 Paseo Cristal 7+00 460 4 20 1404 7.0 126 1 8.6 90 90 SM 10 , 05/0-1-/1-4--.-Paseo C-r-istã-1-8+00 ' ' . 471 4 40 146.4 ' 514' 1-33-:-1--: 6.7 91 90 SM II 05/02/14 Paseo Cristal SMH 'S-3.4+60 ' ' ' '441 , 4 30: : .143.3 ' '6:2 13031 8.0 91 '.'' .90 SM 12 05/02/14 Paseo Cristal SMH S-3 5+33 447 4 30 143.3 6.2 129.7 7.7 91 90 SM 13 . 05/02/14 . Paseo Cristal SMH S-3 6+07 453 , 4 ' 30 143.3 6.2 130.8 '8.5. .91 90' SM 14 05/02/14 Piseo Cristal SMH S 3 2+64 425 4 30 143.3. 62 1322 76 92 90 SM 15 05/21/14 Corte Claro 1+50 405 4 50 1496 46 1341 50 90 90 'SM 16 05/21114 7 CorteClaro:3+O0 408 4 50' ' 149.6 4:61 135:3 6.6' 90 ' 90 SM 17 05/21/14 Sitio Conejo 2+00 407 4 50 1496 46 1362 56 91 90 SM 18 05/29/14 Corte Claro MH 2+05:406 4 50 1496 46 1371 46 92 90 SM 19 05/29114 Corte Claro'MH 4+00 ' ' 411 ' 4 50 '149.6 4.6 13510 ' 6.6 ' 90 , 90 SM 20 05/30/14 OffsiteSM 15+50 405 2 40 1365 73 1279 106 94 90 SM 21 06/06/14 Paseo Encino M H:1+00 464 4 40 1464 54 1332 64 91 90 SM 22 06/06/14 Offsite Sev.er MH 14+79 396 4 50 149:.6 46 134 3 74 '90,90 SM 23 06/12/14 Paseo Encino 4+50 414 4 50 1496 46 135 6 5.7 91 90 SM 24 06/16/14, PaseoEncino 2+50' ' ' ' ' . 409 4 50 149.6 1 4.6 138:6 , 4.8 ' .93 ' 90 SM 25. 06/16/14 Paseo.Encino 3+50. , . .413 :4' 50 . .149.6 .4:6 13412 6.2, 90 .90 SM .26 06/16/14 Paseo Encino SMH'4+00 . ' 413 4' 50: i49.6 4:6 134:7 5.8 90 ' 90 SM 27 06/12/14 Paseo Encino 5+75 ' 415 4 50 149.6 4.6 134.3 6.8 '90 90 SM 28 06/.12/14 Paseo Encino SMH 5+31 415' I 50 135.2 ' 8.7 123.7 ' 10.3 91 ' 90 SM 29 '06/17/14 Paseo Encino SMH 6+47 418 4 40 1464 ' 5.4 132.8 '7.3 91', , 90 SM 30 06/17/14 Paseo Cristal SMH 1+47 ' 419 4 40 - 146:4 5.4 135.9 ' 6:8 93 ' 90 'SM 31 06/18/14 Paseo.Cristal SMH8+55 ' ' ' 474 2 50 ' 140.2 ' 612 127.7 7.691 . 90 Project No. G1517-1 1-03 . July 12, 2017 ..i......ô....•.i..............S......•... TABLE SUMMARY OF FIELD DENSITY TEST RESULTS ' Elev. Plus' ' Field Field Field 'Reqd. or 3/4 Adj Adj. Dry Moist Ref. Re]. Depth Cue Rock MDD ' OMC Dens. Cont Comp. ' Comp. Test No Date Location No (%) (pcf) (%) (pcf) (%) SM 32 06/24/14 PaseoCristal 10+50 490 4 50 1496 46 1366 56 91 90 SM 33 06/25/:14 PaseoCristal 11+75 , ' ' 500 4, 40 146.4 5.4 133:3: , 5.7' , 91 . . 90 SM 34 06/26/14 Paseo Cristal SMH 9+56 482 4 40 1464 54 13513 63 92 90 SM 35 07/01 /14 PaseoCristal MH 12+66 ' ' 503 4 40 146.4 :5.4 . 132:9 ' , 5.7,, 91 ' '90 SM 36 07118/14 Paseo Encino 7+50 424 2 ' '50 140.2 6.2 '130.3 7.8' 93' ' 90 SM 37 07/18/14 Paseo Encino 9+00 434 2 50 1402 62 1298 73 93 90 SM 38 07/21/14 Camino Minero2+20 446 ' 4 40 146:4 5.4 ., :135.1 '71 92.:' 90' SM' 39 07/21/14 Caniino Min'ero 3+50 456' 4 '40 1464 5.4. ' 133.3 6.6 91', 90 SM 40 07/21/14 CaminoMinero5+00 467 I 40 1304 103 1169 135 90 90 SM 41 07/24/14 CarninoMiñero SMH 4I0 ' :461 '2 40 136.5 , ' 73 124:1 ' ' 10.8 : ' '91 90 SM 42 07/24/14 Camino Minero SMH 1+75 442 2 ' 40': 136.5 '73 123:0: 11.4 . , 90 ' .90 ' SM 43 07/24/14 CarninoMineroSMH 1+00 438 2 40 13.6.5 73 12.2.9 117 90 90 SM 44 :07/29/14 Paseo Encino SMH 5+31 417' 2 40 136.5 7.3 124.0 10.7 91: ' 90 SM 45 07/31/14 Camino MineroSMH6+27 477 2 40 1365 73 1253 83 92 90 SM 46 08/08/14 Camino Minero'MH 2+70: , ' ' 450' 2 40 136.5 . 7.3 .: '126.1 8:9 92' , 90, SM 47 . 08/08/14' Camino Minero MH 2+80 ' '451 ..2: '40' ' 136.5 7:3: 126:0' ' 8.6' . :92 ' 90 ' SM 48 10/27/14 PaseoCristal MH2+60 424 4 40 1464 54 1337 72 91 90 SM 49 10/27/14: PaseoCristal MH 2+66 :426 4 40 146.4 '5:4 136.0 ' 5.9': 93 '90 SM '50 10/27/14' Paseo'Crisial MI-I 2-+64 ' 428 4' 40' '146.4 :54 133:2 , 7.4' 91 '' 90 .......................,.o....-'............ TABLE I SUMMARY OF FIELD DENSITY TEST RESULTS Test No Date Location Elev. or Depth (1) Curve No Plus 3/4' Rock (%) Adj. MDD (pcf) Adj. OMC (%) Field Dry Dens. (pci) Field.' Moist Cont (%) Field Rel: Comp. (%) 'Req'd. Rel Comp. (%) SL 1 04/30/14 Lot 16 3 4 20 1404 70 1296 84 92 90 SL .2 04/301:14 .-Lot 21 -3 4. 20 : 140.4 7.0 126:1: . 761 90 : 90 SL 3.. 04/30/14 Lot 19. .. . .. -3 14 30 .....143.3 ..62 12919 6.5 .......91 .. 90 SL 4 . 04/30/14 Lot 36 -3 4 20: 140.4 .710 12613 9.3 90 90 SL 5 05/01/14 Lot 40 . -3' 4 40 146.4 5.4 134.9 7.0 92 90 SL 6 05/22/14 Lot 10 3 4 40 1464 54 13.4.0 62 92 90 SL 7 105/22/1 4 Lot7 . -3' 4 40 146:4:. 5.4 :133.3 16:4 91; 90 SL 8 05/22/14 Lot 1 . -3 4 40 146:4 5.4 134.5 5:8 92 . 90' SL 9 06/24/14 Lot 49 3 4 40 1464 54 1337 59 91 90 SL 10 06/25/14 Lot 44: 73 4: 40. 146.4 5;4 13415: 5.5 ':9290 SL 'II 07/01/14 Lot 46&:4'7 -3 :4 40 .146.4 514 135:21 6.7 92 .90 SL 12 07/27/14 Lot 25 . . -3 4 40 146.4 5.4 132.8 7.4 91 . 90 SL 13 . 07/27/14 Lot 3.0 -3 4 40 146.4 5.4 . 13.5.5 :6.3 93. 90 SL. 14 .07/27/14 Lot 27 -3. 1 40 130.4 . I0.3 .11:7.1 10.5 .90 . 90 SL 15 07/27/14 Lot' 34 3 1 40 1304 103 1202 122 92 90 SL 16 08/25/14 Lot 38; Tie-ins . ------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------ :0 4 20 140.4 TO: 129:5 . 9.2 92 90 SL 17 08/25/14 Lot 39 Tie ins 0 4. 50 1496 46 1399 58 94 90 SL 18 08/25/14 Lot 40 Tie-ins 0 4 50 1496 46 1351 8.1 90 90 SL .19 08/29/14 Lot 52; Private Lateral -1 2' 40136.5 :7.3' 125:6 7.5 92 ' 90 SL 20 08/29/14 Lot 52 Private Lateral I 2 40 1365 73 113.2 7.5 90 90 SL 21 09/07/14 Lot 52 Private Lateral 1 2 40 1365 73 :127.1 90 93 90 'SL 22 09/07/14 Lot 52; Private- Lateral . -1 2 1 .40 1365 73 124.1 : 8.0 91 90 SL 23 05/07/15 Lot I 4 30 1433 62 1318 73 92 90 SL 24 05/11115 Lot 8: . -1 4 50. 149.6 4.6 138:6 8.1 .93 ' 90 SL 25 05/11/15 Lot . . . ' -1 14 40 . .146.4 . 51.4 13312 8.4 . 91 .190 SL 26 08/20/15 Lot 25; Tie-in 1 4 30 1433 62 1292 63 90 90 SL 27 08/20/15 Lot 26; Tie-in ' -1 4 30 143.3 6.2 128.9 7.2 90 90 SL . 28 08/21/15 Lot 24;Tie-in, ' 0' 4 30 143.3 6.2 .130.6 6.6 91: go SL 29 08/21/15 Lot 29; Tie-in ' . 0 4 30 1433 6.2 129.3 :7:0 90 90 SL 30 08/21/15 Lot 30; Tie-in 0' 4 30 14313 6.2 129.0 6:2 90 90 SL 31 08/24/15 Lot 30; Tie in 0 4 30 1433 62 1313 93 92 90 Project-No. G1517-1 1-03. ' I ' . : . . . , July 12, 2017 ......................-......a.-.....-........ TABLE I SUMMARY OF FIELD DENSITY TEST RESULTS Test No .' Date Location 'Elev. or Depth t) S Curve No Plus 3/4' Rock (%) Adj. MDD (pcf) Adj. OMC (%) Field Dry Dens. (pcf) Field Moist. Cont., (%) Field Rel. Comp. (%) Req'd. Rel. Comp. (%) SL 32 08/24/15 Lot 24-Tie-in 0 4 30---1433 62 1300 88 91 90 SL 33 11/20115 Lot 48; PaseoCristal, I 4 40. , 146.4 5.4 131:3. 6.8: 90 90 SL 34 11/20/15 Lot 49 PaseoCristal 1 4 40 1464 54 1329 61 91 90 SL 35' 11/20/15 Lot 50LPaseo Cristal . , , '-I . 4 40146.4 . 5:4 132;4 5.9 :: 90 . 90 SL 36 '11/20/15 Lot 5.1; Paseo'Cristal . -1 4 40 1464 5.4 ' '1333 '6.2 91'' . 90'' SL 37 11/25/15 Lot 4.7; PaseoCristal . -1. . 4 40 146.4 5.4 ' .131.7 '5.1. 90 ' 9. SL 38 11/30/15 Lot 46; PaseoCri'stal ' . .. , . -1 4 ....40 146:4' 5.4 . :132.0 ' :5:9 90 90'.'' SL 39 11/30/15 Lot 47; Paseo'Cri'stal -1' 4 ' 40 1464 5.4 133.1 6:3 91 90' SL 40 11/30/15 Lot 45 Paseo Cristal 1 4 40 1464 54 1323 5.7 1, 90 90 SL 41 02/17/16 Lot 37' PaseoCristál I 4 40 ' 146.4 54 133:3 . 7.2 91 90 SL 42 02/17/16 Lot 36; PaseoCristal 1 4 40 1464 54 1347 69 92 90 SL 43 02/17/16 Lot 43; PaseoCristal ' -1 ' 4 40 146.4 5.4 131.3 7.1 ' 90 90 SL 44 02/17/16 Lot 41; PaseoCristal -1 4 40 146.4 5.4 132,0 6.8 90 90 SL 45 .02/19/16 Lot 27 ' 1. 4 40 146,4. ' 5.4 .134.7 .6.0 ' :92' 90. SL 46 02/19/16 Lot32 I 4 40 1464 54 13.5.4 62 92 90 SL ' 47 08/04/16 Lot44,Tiein ......' ' -1 ' '4 40 ' 146.4 ''5:4. I348' ' 6.3 '"'' 92 ' 90 SL 48 08/04/16 Lot 42;Tiein ' l 4. 50. 149.6 4.6: 139.4. 5.6 93 90 SL 49 08/05/16 Lot 35 ;Ti-in , . . . -1 4 so: '149.6 '46. 1404 4.6 ... 94 , 90 SL 50 08/05/16 Lot 28 Tie in 1 4 40 1464 54 1364 64 93 90 SL 51 08/05/16 Lot 23 Tie-in I 4 30 1433 62 1289 99 90 90 SL 52 08/05/16 Lot 19 Tie-in 1 4 30 1433 62 1290 77 90 90 Project No. G1517-11-03 ' : , ' . ' , 5:.' . July 12; 2017 ......a;-.................................... / TABLE I SUMMARY OF FIELD DENSITY TEST RESULTS 'Elev. Plus Field Field Field Req'd. or 3/4 Adj Adj. Dry Moist Re! Re! Depth Cue Rock MDD OMC Dens. Cont. Comp. Comp. Test No Date Location (ft)No (%) (pcf) (%) (pc WM 1 05/07/1.4 Camino Bello 2+60. . -4 7 0 14i.8 7.2 i28.5 8.7 91 90 WM 2 05/07/14 Camino Bello 2+25 -2 1 10 . 117.9 15.3 107:4 15.5 91 90 WM . 05108/14 Paseo.Cristal 2+70. L4 7 0 141.8 7.2 1272 8.6. 90 . .90 WM 4 05/08114 Paseo,Cristal 4+60.. . . -4 '7 0 . ,I41.8 7:2 128:0' 9.5 . 90 '90 WM 5 05/09/14 Pasco Cristal2+00 -2 2 40 1365 7.3 125.8 7.4 92' 90 WM 6 05/09/14 Pasco Cristal.3+50 -2 2 40 136.5 7.3 .126.8 71: 93 90 WM 7 :05109/14 'Pasco Cristal7+00 .. -4 ' 7 0 141:.8 7.2 127.1 ' 7.5 90' 90 WM 8 05/12/14 Paseo çr1sta15+60 -2 2 40 1365 7.3. 123.7 ' 8:0 91 90 WM 9 05/12/14 PaseoCristal 6+50 -2 2 50 140.2 6.2 130.1 8.7 93 90 WM 10 05/12/14 PaseoCristi18+00 -2 ' 2 50 140,2 6:2 128:7 8.1 92 90 WM 'II 05/22/14 Camino Junipero 48+25 . -3 7 0 .141.8 7:2 1322 8.2 93 90 WM 12 05/27/14 Camino Junipero49+00 , -1 7 . 0 141.8 7.2 129.6 9.0 .91 90 WM 13 05/27/14 Camino Junipero 50+50 4 7 0 141.8 7.2 128.1 .9.4 90 90 WM 14 05/28/14 Camino Junipero48+00 . -1 . 4 30 143.3 6.2 128.9 9.9 90 90 WM 15 05/28/14 Camino Junipero49+50 -1:. 4 . :30 1413,. 6.2 132.1 7:5 .9: , 90: WM ' 16 05/28/14 CamirioJunipero 51+00 ' -1 4 30 143.3 ' '6:2 129:4 8.1 90 ' 90 WM 17 05/28/14 Camino Junipero52+50 I 7 0 1418 72 1323 90 93 90 WM 18 05/28/14 Paseo:Cristal Hydrant 1+60 . , -1 2 50, ''140.2 :6:2 127:6: , 8.0 '' 91 90 WM 19 05/29/14 Camino Junipero52+50 1 4 30 1433 62 1330 90 93 90 WM 20 06/03/14 S itio Conejo .1 +75 -4 7 , ' 0 141.8 7.2 ' 134.0 ' , 75' .94 90 WM 21 06/03/14 Corte Claro 3+25 . -4 ' 7. ' 0 141.8 7.2 1317 7.9 93 90 WM 22 06/05/14 SitioConejo 1±75 , -3' ' 4 50 149:6 4.6 ' :135.0 '5.9 90 ' 90' WM 23 06/05/14 Corte CIaro3+00 3 4 50 1496 46 1348 48 90 90 WM 24 06/26/14 Paseo:Cristal 8+75' :. ' ' -3 7 0 141.8 7.2 130:4 7.3' : 92 90 WM 25 06/26/14 Paseo.Cristal9+00. , 2 4 40 .146.4 , 54 1334 6.6 ,. 91 . .90 WM 26' 06/27/14 Pasco Cristal 10+50 ' -3 ' 7 0. '141.8 7.2 130:3 7.2 92 90 WM 27 06/30/14 Pasco Cristal'l'2+00 -3 7 0 141:8 7.2 ''131.2 '6.9 93 90 WM 28 07/01/14 Pasco Cristal.11+00 ' -2 4 40 146.4 5.4 .131.4 6.1: 90 90 WM 29 07/07/14 Paseo Encino 4+50 ' -3 7 '0 141.8 7.2 '127.9 75 90 90 WM ' 30 07/07/14 Pasco Encino 2+50 ' -3 7 0 141.8 7.2 127.3 7.3 90 90 WM 31 07/08/14 Pasco Encino 2+25 -1 4 30 143.3 6.2 129.0 8.5 ' 90 90 Project No. G1517-Il-03. ' ' ' ' , ' ' , July 12;:2017 TABLE I SUMMARY OF FIELD DENSITY TEST RESULTS Test No Date Location Elev. or Depth Curve No Plus: 3/4 Rock (%) Adj MDD (pci) Adj. OMC (%) Field Dry Dens. (pci) Field Moist Cbnt (%) Field Comp. (%) Rel.'Rel. Reqd. Comp. (%) WM 32 07/08/14 PaseoEncino6+05 3 7 0 1418 72 1293 74 91 90 WM 33 07/08/14 Paseo Encino 4+00: . . -1 I 40 130.4 10.3 1203, 11.2: .92 : 90 WM 34 07/08/14 PaseoEncino6+00 1 2 40 1365 73 1252 70 92 90 WM 35 07/10/14 Corte Claro, 1+50 1 4 40 1464 54 1333 58 91 90 WM 36 07/25/14 Paseo Encino 7+50 . .3 7. 0 l4l8 7.2 127.8 8.0 90 90 WM 37 07/25/14 Paseo Encino 7+75 1 2 40 136.5 73 1244 84 91 90 WM 38 07/29/14 Carnino Junipero 46+90 3 7 0 141 8 72 :127.1 77 90 90 WM 39 07/31/14 Camino Minero 2+20 3 7 0 1418 72 1290 70 91 90 WM 40 07/31/14 Camino Minero 4+50 3 7 0 1418 72 1273 67 90 90 WM. 41 07/31/14: Camino Miñero 6+00 L3 141.8 7.2 1268 8.9 89 90 WM 41.A 07,31/14. Camino Minero 6+00 3 7 0 :1418 72 127 7.7 90 .90 WM 42 07/31/14 Camino Minero 2+0O I 1 40 1304 103 1180 109 90 90 WM 43 07/31/14 Camino Minero 3+50 -1 I 40 130.4 10.3 11.9.6 11.3 92 90 WM 44 07/31/14 Camiii6Minero5+00 1 2 40 1365 73 1243 78 91 90 WM 45 09/09/14 Paseo Cristal Tie in 1+25 4 7 0 14L8 72 1320 77 93 90 WM 46 09/09/14 Paseo Cristal Tie in 1+25 2 2 40 1365 73 128 .7, 83 94 90 WM 47 09/09/14 Camino Junipero tie-in 52+80 4 7 0 141.8 7.2: 133.1- 7.0 94 90 WM 48 09/09/14 Camino Junipero Tie in 52+80 2 2 40 136 5 7.3 127.2'' 94 93 90 WM 49 09/10/14 Camino Minero-Tie-in 6+20 3 7 0 141.8 72 131:5 84 93 90 WM 50 09/10/14 Camino Minero Tie-in 6+20 I 1 40 1304 103 1185 102 91 90 WM 51 09/16/14 Lot 52 Offsite Tie-in 7+37 493 4 20 1404 70 127.8 7.8. 91 90 ...a-a........................-............. TABLE I SUMMARY OF FIELD DENSITY TEST RESULTS 'Elev. ' Plus . Field Field '''Field Req'd.. or 3/4 Adj. Adj. Dry Moist Rel. Rel. Depth Curve Rock MDD : OMC Dens. Cont:Comp. Comp. Test No Date Location : (fi) No (%) (pct) (%) (pc f) (%) (%) (%) WL 1 05/09/14 Lot 17 2 2 40 1365 73 1281 70 94 90 WL .2 05/09/14 Lot 22 -2 : 2. 40 136.5 7.3 126.5. 8.3:. 93 90 WL 3 05/12/14 Lot 39 2 2 40 1365 73 1258 92 92 90 WL 4 05/15/14 Camino Junipero 27inchAirvac 4.7+10 . ' -2 7 . 0:141,8 , :Ti 127.4 7.8 ' 90 . 90 WL. 5 06/05/14 Lot 3. 1 '' . -3 450 14916 4.6 '134.7 '''6.2 90'. 90' WL 6 06/05/14 Lot 6' . - - 3 4 ' 40 146.4 1 5.4 '132.5 .55. 91' 90 WL 7 106/26/14 LOt 41 '• '. . . -31 ' 4 '40 14614 5.4 .1131.4 '75 90': WL 8 07/01/14 Lot 44 3 4 40 1464 54 1336 64 91 90 WL 9 07/01/14 Lot 45 3 4 40 1464 54 1321 72 90 90 WL ' 10 07/31/14 Lot 24 . . -2 I 40 ' 130.4 11619' 11.7 . 90 90 WL '11 07/31/14 Lot26. ' ' -2 ' 1' . 40.' 130.4 1:013. 118:4 10.2 ' 91 ":90 WL 12 07/31/14 Lot 27 2 4 40 1464 54 1365 66 93 90 WL 13 07/31/14 Lot 32 . -2 ' 4 40 146.4 5.4 • 13,3.0 7.1 .91: 90 WL 14 08/13/14 Paseo Encino Blowoff 92+55 2 2 40 1365 73 1262 79 921, 90 WL IS 09/11/14 ,Lot152; Driveway ' ' '1: 4 '1 '40 144' 5 4 ' • 134 3 : :. 9;9 , ' ' 92 9Q': . , WL 16 09/11:/.14 Lot 52;Driveway ' ' , • 1 2, 40 ' 136.5 7:3 , 1283 8.2'' 94 ' ' '90 WL 17 09/11/14 Lot 52; Pad:Area . ' . -1 .4 40. 146.4 5.4 13510. 5.8: . 92 90 : Project No. G1517-lI-03 ' ' ' ' ' . • ' July 1212017 ................•.à.ii.................... TABLE 'SUMMARY OF FIELD DENSITY TEST RESULTS ' S ' ' . Rev.. Plus' , °' Field Field Field 'Req'd. or 3/4 Adj. Adj. Dry Moist Rd Rel.. Depth Curve Rock MDD OMC Dens. Cont COrnp. Comp. Test No Date Location No (°'°) (pcf) (%) (pct) (%) (%) (%) RWM I 05/19/14 Camino Junipero48+OO 4 7 0 1418 72 1273 86 90 90 RWM .2 05/19/14 Caminoiunipero 50+00 , '' ' . ' -4 ' ' 7 0' 141.8 , 7.2 1292 . 7.7' .91 90 RWM 3 05/19/14 Camino Junipero 48+50 2 2 30---'-03.0 A.A . 1226 92 92 90 RWM 4 05/19/14 CaminoJunipero 50±00. ' '' . . •2 '2 30:1330 .8:4 120:5 ' 10.5 91 .90 •, '' -' R.WM 5 05/26/14 CaminoJuni'pero 51+00 ' . -4 7 " ' 0 • 1418 7.'2 "128.2 '8.1, 90 90 RWM 6 05/26/14 Camino Junipero5l+50 ------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------ 2 2 30 1330 84 1228 103 92 90 RWM 7 07/02/14 Camino Junipero Tie in 47+30 2 2 30 133:0 84 -119.8 :11 -.2 90 90 Project No. G1517-11-0 .H ' July l2i ' ' ' ' : ' ' ' .5 . ' " '.' I ' .• ' ' ' 5 5' •••i••s••s•••••••••••••••s•s•iiss••s••ss•s• TABLEI SUMMARY OF FIELD DENSITY TEST RESULTS Test No Date Location Ele'. or . Depth 01):No Curve Plus .3/4 Rock (%) Adj. MDD Qcf) Adj. . OMC (%) Field Dry Dens. (pci) Field Moist. 'Cont: (%) Field Rel. Comp. Req'd. Re!. Comp. OW 1 08106/14 Offsite Water 3+40 .- 4 7 0 141 8 72 1300 86 92 90 .0W .2 08/06/:14 0ffsite Water 3+75 . -4 .' 7 0 141.8 7.2 127:9 8.9.90 90 OW 3 08/06/14 0ffsite Water 4+00 4 7 0 141 8 72 1296 85 91 90 OW 4' 08/06/14 0ffsite Water 3+50 -2 2 30:133.0 8:4 122:7 9.9 92 90 OW 5 08/06/14 Mite Water 3+85 -2' 2 30 1330 8.4 122.8 '97 '92 90 OW 6 08/07/14 :Offsite Water 4+10 . -4 . 7 0 141.8 7.2 128.0 94 90 90 OW 7 08107/14 0ffsite Water 4+60 . . -4' 7 0 141.8 7.2 ' 1276 :10:0 90 90 OW 8 08/07/14 Mite Water 5+00 . : 4' 7 '0 141:8 7.2 129.2 9:6 91 90' 'OW 9 08/07/14 Mite Watëi 5+50 4 7 0 141.8 . 7.2 129.4 9.6 . 91 90 'O\\' 10 08/07/14 Offsite Water 4 7 0 141.8 7:2 128:8 9.1 91 90 OW "II 08/07/14 Offsite Water 6+40 . -4 7 0 .141.8 :7:2 127:6 7.9 90 90 OW 12' 08/07/14 0f1site Water. 6+80 -4 7 0 141.8 7.2 127.3 7.6 .90 90 OW 13 08/07/14 Mite Water 7+1O -4 7 0 141.8 7.2 130.8 8.1 92 90' OW 14 08/07/14 :Mite Water 4+25 . . -I. . 2 30 133.0, 8.4 ..I5.1 .8.6 .94.' 90. OW 15 08/07/14 Offsite Water 4+70 2 2 30 1310' 84 122.7 95 92 90 OW 16 08/08/14. 0ffsite Water 5+20 .. .. . ' -1 2 30'''' 133.0 :8:4 1228 . 9.2 92 : 90 :0W . 17 08/08/14 Mite Water 6+00 '' :0 : .2 30 133.0 8.4 121.2 9.6 . 91 90 OW 18 08/08/14 Mite Water 6+40 1 2 30 133.0 84 1214: 8.5 93 90 OW 19 08/08/14 Mite Water 6+80 1 2 30 133.0 :8.4 121-.5 9.8 91 90 OW 20 08/12/14 Offsite Water 2+50 I 2 40 1365 73 128.1 82 94 90 OW 21 08/18/14 Mite Water Easement N Intake 7 7 0 141.8 72 1342 73 95 90 OW. 22 '08/20/14 Mite Water. Easement SIntake -7: 7 . •o 14L8. 7.2 ' :134.7 '7.3 '95: 90'- OW 23 08/20/14 Oflsite Water Easement W Intake 3 7 0 141 8 72 1279 73 90 90 OW 24 08/20/14 Mite Water Easement'W Intake . -4 ' 4 30 . 143.3 " 6.2 1283. . 8.4 90 , , 90 OW 25 08/22/14.'Offsite Water Easement S Side 2 4 40 1464 .5'.4 132:-9' 7.9 91 90 OW 26 08/27/14 Offsite Water Easement S Side 2 2 40 1365 73 1278 80 94 90 Project No. GI'517-1 1-03 . ' . . . ' .:' '' , ''' : July 12;'2017 ........................................... TABLE SUMMARY OF FIELD DENSITY TEST RESULTS Elev. Plus' Field Field Field or '3/4 Adj. Adj. Dry MOist. Rel. Re[. Depth Curve gock MDD OMC Dens. cont. Comp. Comp. Test No Date Location No (%) (p(f) (0/0) (pcf) (%) (%) (%) JT 1 06/12/14 PaseoCristaI7+40 2 2 40 1365 73 125.0.. 97 92 90 JT 2, 06/17/14 Camino Bello 2+50 ' -2 1 50 135.2 8.7 121:4 11.7 90 90 JT . 06/18/14 'Camino Bello 3+25 .. '2 I. 50 135.2 817: .J2113 10.9 90 .90 JT 4 06/18/14 Paseo Cristal 5+00 -2 2 40, :136.5 73 125:7 7.7 92 90 JT 5 06/23/14 Camino Junipero 47+50 -2' 2 40 I365 7.3 122.9 7.0 90 90 JT 6 07/01/14 PaseoCristal.9+15 , S -2' 2 ' 50 140.2 6.2 129.6 7.6 92 90 JT 7 '07/01/14 Cthiino MinerO6+75 -2' 2 50 140:2 6,2 ' 130.5 79 93 90 JT 8 08/07/14 Camino Junipero45+70 -2' ' 2 40 13615 7.3 125.5 7:8 92 90 JT 9 08/07/14 Camino Junipero 45+80 I 2 40 1365 73 125.8 7.5. 92 90 JT tO 08/15/14 Camino Junipero 48+07 I 2 '30 133.0 8.4 120:4 9.9 91 90 JT II 09/11/14 Camino Junipero 99+00 -1 , 2 30 133.0 8:4 120:0. , 10.0 . 90 '90 JT 12 09/i 1114 Camino Junipero 50+00 -I 2 30 1330, ' 814 120.8 9.5 91, 90 J 13 '09/11/14:Camino Junipero 52+00 -1 2 30 133.0 8.4 120.1 .12.5, :90 90 JT 14 09/12/14' Camino Junipero .Electric .50+0O . . 4. 2 . 30 133.0 8.4 .. 123.4 .. 9.4 93 90' iT' IS 09/12/14 CaminoJunipero Vault 50+70 ' . , -I 2 ' 30 13,3.0 8.4 .121.2 10:1 91 ' . 90 iT '16 09,12/14 Lot40'Tie-in ------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------ 0 ' 2 30' 133.0 ':8:4 12315 . 9.2 93 ' 90 JT 17 09/12/14 Lot 39;Tie-in ' ' ' :0 . 2. 0. 123.5 11.8 115.5' 11.8 ' 94 90 ii ' 1,8 09/12/14 Lot 38;'Tie-in . ' . 0 , .2 0: '123.5 '1:1:8 114:3' 13.2 93 : 90 JT 19 09/17/14 Camino Junipero Electric 48+75 1 2 30 .133.0 :8.4 123:4 94 93 90 JT 20 09/17/14 Camino Junipero Electric 50+70 I 2 30 133.0 84 121.2 10 .1, 91 90 iT 21 09/17/14 Camino Junipero 52+50 1 2 30 1330 84 1203 110 90 90 JT 22 09/17/14 Camino Junipero 5l+05 1 2 30 1330 84 1214 94 91.'"1 90 JT 23 09/18/14 Cone Ctaro2+90 I 2 30 1330 84 1225 91 92 90 JT 24 09/18/14 Corte CIaro4+00 . . . -1 ' 2 30 133.0 8.4 121+.7 9.4 92 90 JT 25. 09/18/14. SitioConejo2+10 ' ' : ' -1 . .2 30. .133.0 .8.4 1209. . 8.6. . 91 ,. .90 iT 26 09/19/14 Corte Claro 2+50 1 2 30 1330 84 1204 89 91 90 JT 27 09/19/14 Corte Claro 3+45 -r 2 ' 30 1330 8.4 121.0 9.2 91 90' JT '28 09/19/14 Corte Claro 4+00 ' -1 2 30 133.0 8.4 122.1 '8.7 92 90 JT 29 .09/20/14 Paseo Encino 2+50 -1 2 . 30 133:0 8.4 122.3 10:2 92. 90 JT 30 09/20/14 SitioConejo 1+50 -1 ' 2 30 13310 8.4 122.3 :10:2 92 , 90 iT '31 09/20/14 SitioConejo 1+25, -1 2 30 ' 133.0 8.4' 124.0 8.5 ' 93 90 Project No. G1517-1 1.03 5. 5' .. ' July 12,2017 SUMMARY OF FIELD DENSITY TEST RESULTS 'Elev. Plus Field Field Field Reqd. or 3/4 Adj. Adj. Dry Moist Rel. Rel Depth Curve Rock MDD OMC Dens. Cont Comp. Comp. Test No Date Location No (%) (pcf) (%) (pcf) (%) (%) (%) iT 32 09/20/14 SitioConejo 1+00 1 2 30 1330 84 1205 111 91 90 iT 33 09/24/14. PaseoEncino5+40 .1 2 0 123.5 '-11.8 112.4 14.8 91 90 iT 34 09/25/14 Paseo.Cristal 2+00 -1 - '2 30 13.0 .8.4 12016 9.9 91 . .90 iT 35 09/25/14 Paseo. Encino 6+80 - ' -1 - 4 20 140.4 710 12618 - 19.6., ' 90 90 iT 36 09/25/14 Paseo Encino ' -I 4 . 20 14014 7.0 '127.1 '9.6 '91' 90 -iT 37 09/26/14 Paseo Cristal .3+45 - -1 2 30 133.0 - 8.4 - .121.0 -9.8 91' 90' iT 38 109/26/14 Ias'eoCristaI'4±55 . . - I 2 30 13310 8.4 - 120.4 110.1 911 90 iT 39 09/26/14 Camino Cristal Crossing 4+50 1 2 30 133:0 84 123.2 90 93 90 iT 40 09/26/14 PaseoCristal4+05 1 2 30 1330 84 1212 101 91 90 iT 41 09/25/14 Paseo Encino 5+40' -------------------------------------------------------- - '2- 30 - 133.0 - 8:4 12018 11.2 91 - 90 - iT 42 09/25/14 Paseo Encino 6+35 - - -1 - '2 30. ...133.0 814 12 L5 11.0 - 91 .90 iT 43 10/01/14 PaseoEncino8+20 . -I 2 30 133.0 8.4 - 121.7 9.7 92 90 iT 44 10/01/14 Paseo Encino 9+10 -1 2 30 133.0 8.4 122.3 -8.9 92 90 iT 45 10/09/14 Camino Minerol.+30 ,' -1, 2 .- -30 133.0. 8.4 1121.7 .8.7' 92 90' iT 46 10/15/14 Camino iuniperb-52+84 - ' ' l: 2 ,j,; 30,-' 133 0' 8.4 , 'i22 1 - - 8.9 - ,9 90: •'S -' - iT 47 10/27/14 Lot 52'Driveway; Access Road -1 2 30 - 133.0 '''8:4 119:9 8.6 - 90 '' 90 iT 48 10/27/14' Lot 52 Driveway; Access Road 0 2.. 301 133.0 - 8.4, 121.5: - 9.2 - 9L 90 iT 49 10/29/14 Lot 52'Piieay; Access Road , -1 2' 30 - 133.0 :84 119'.8 . - 9.9- ,'' 90 1' -90 iT 50 10/29/14 Lot 52 Driveway Access Road 1 2 30 1330 84 1194 100 90 90 JT 51 10/29/14 Lot Driveway Access Road I 2 30 1330 84 1193 101 90 90 iT 52 11/04/14 Lot 52 Driveway Paseo Encino 2+50 -F 2 30 133.0 84 1200 95 90 90 iT 53 01/19/I5 Lot I Sitio Conejo 1 2 30 1330 84 1227 103 92 90 iT 54 01/19/15 Lot 2; SitioConejo 0 2 30 1330 84 121.5.. 96 91 90 iT 55 01/19/15 - Lot-3;-SitioConejo' - . - - 0 2 30, 133.0 - 8.4. 121:2 9.4 .91 90 iT 56 01/19/IS, Lot 4; Sitio-Conejo - ' . LI .2 30.. .133.0 .814' 11913 11.1 - -90 .. :90 - iT - 57 01/19/15 Lot 5; Siti'o Conejo . - 0 2 30- 133.0 - 8.4 1216 10.5- 92 90 iT 58 02/20/15" Lot 3,5; Carnino-Minero . -1 2 30 133.0 8.4 122.7 -10.9 92 90 iT 59 02/20/15 Lot 33; Camino-Minero -1. 2 - 30 133.0 8.4 - 122.7 -1:0.6 92 90 iT 60 '02/20/15 Lot'34; Camino-Minero 0 2 30 13310 8.4 , 121.4 1010 91 90 iT 61 02/20/15 Lot-33;Camino Minero 2 2 30 1330 84 1199 126 90 90 iT 62 02/20/15 Lot 27-32; Camino Minero Crossing 2 2 30 133.0 84 1244 89 94 90 - -July 12;2017 . Project No. G1517-11-03 , -- 1. '' 0 0 0,90 00 00.0 0 0 00.0. , 00.0 0000.09000:000000*616"0*60 TABLE I. SUMMARY OF FIELD DENSITY TEST RESULTS 'Eiev. Plus Field Field Field Req'd,., or 3/4 Adj Adj Dry Moist Re! Re! Depth Curve Rock MDD OMC' Dens. çont Comp. Comp. Test No Date Location (ft):No (%) (pcf) (%) (pcf) (%) (%) (%) it 63 02/20/15 Lot 32 CaminoMinero 1 2 30 1330 84 1227 104 92 90 iT 64 02/20/:15 Lot 3!; Camino Minero ' . '' I 2 30° 133.0 8.4 119.9 11.0 90 . 90 iT 65 02/20/15 Lot 30 Camino Minero 0 2 30 1330 84 1215 92 91 90 iT 66 . 02/20/15. Lot 30;:Camino Minerö. ' : ..2 2. 30: 133.0 .':84. 12 LI 9.6 ' 91 90 J 67 02/20/15 Lot 29; Camiro' Minero . 0' ' 2 30 1330 8.4 '120.2 '10.3 '90 90 iT 68 02/26/15 Lot 41 1 2 40 1365 73 1258 77 92 90 iT' 69 :02/26/1 5 Lot'43 .' ' 0'' 2 : 40 136:5' 7.3 ' '':124.7 9.1 91' '' 90' iT 70 02/26/15 Lot45 . 4 2 40 1365 7.3 ' 125.4 80 9290.: iT 71 02/26/15 Lot 48 0 2 401. 1365 73 1231 99 90 90 iT 72 02/27/15 Lot 49. . . . 0 '2 40° ' 136.5 73 1229 97 : 90 90 iT 73 03/04/15 Lot 44- . ------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------ 0 2 40' .136.5 73 1216 ,9.3 91 90 iT 74 03/04/15 .Lot 42 0 2 '40 ' 136.5 7.3 122.4 .10:7 .90 90 iT 75 03/04/15 Lot 5,0 0 . 2 40' 136.5 7.3 125.0 .9.4 .92 90 JT 76 06/19/15 Lot 1 2 40 1365 73 1257 89 92 90 iT 77 06/22/15 Lot 0 18 0 1313 84 1214 96 92 90 iT 78 06/22/15 Lot ' '. ' . '' -1 18. 0'' 131.3 ' :8.4 120:1 9.5' 91 '90 iT. 79 06/22/15 Lot 9' . . -1 ''18 . 131.3 8.4' 121.5 ' 10.0' '93 ' 90 iT 80 06/22/15 Lot 10 . I . -1 ' '18. 0' , 131.3 :84 121:0: 9.5 92 ' 90 iT 81 06/22/15 Lot 11 0 18 0 1313 84 1221 93 93 90 iT 82 08/20/15 Lot22 I 19 0 1308 88 1179 86 90 90 iT 83 08/20/15 Lot 15 1 19 0 18 30 88 1194 91 91 90 iT 84 08/20/15 Lot 16 1 19 A 1308 88 1207 10.6 92 90 iT 85 08/20/15 Lot 17 I 19 0 1308 88 1182 94 90 90 iT ' 86 08/20/15 Lot 20 . ' . , 1 '19 Q. 130.8 8.8. 118:0 . 9.7 90 : 90 JT 87 08/21/15 Lot 21 I 18 0 1313 84 1190 87 91 90 iT 88 08/21/15 Lot 18 1 18 0 1313 84 1191w5l 88 91 90 iT 89 09/24/15 Lot 29 0 18 0. 131.3 8.4 120.1 8.6 91' 90' iT 90 09/24/15 Lot 24 0 18 ' 0 131.3 8.4 118.5 10.6 90 90 , iT 91 09/24/15 Lot 30 0 18 ''"0 131.3 8.4 :1187 '' '9:4 90 90 iT 92 ' 09/24/I5 Lot-26 0' ------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------ 18 ''' 0 131:3 8.4 : 122.0 ' 9:2 93 . 90 iT 93 09/24/15 Lot 25 0 18 0 13.1.3 84 1184 81 90 90 Project No. G!517-ll-0 July 12; 2017 '' ' ' . . . '' . ' ...........................................f Test No Date TABLE I SUMMARY OF FIELD DENSITY TEST RESULTS Elev. Plus or '3/4" Adj. Depth Curve Rock MDD Location (fi) No (%) (pc - Adj. OMC' (%) Field Dry Dens. (pcf) Field Moist. Cont: (%) Field Rel: Comp. (%) Req'd.. Rel. Comp. (%) iT 94 09/24/15 Lot-3 1 0 18 0 1313 84 1198 104 91 90 iT 95 09/25/:15 Lot 52 .0 18 0 131.3 8.4 118:9 8.3 .91 , 90 iT 96 09/25/15 Lot 52 . '0 .18 0 131.3 .8.4 12011 11.0, 91 90 iT 97 12/31/15 Lot 46: 0 18 0 1313 i8A. 1217 112 93 90 J 98 12/31/15 Lot 49 . 0' 18 0 13113 8.4 122.5 10.1. 93 90 iT 99 12/31/15 'Lot 50 ------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------ 0 18 0 131.3 8.4 120.9 9.7 92 90 iT 100 01/04/16 Lot 45 0 18 0 131:3 8.4 ' '121.3 '915 92 90 iT 101 01104/16 ' Lot 48 0 18 0 13113 8.4, 122.2 '93 93 901 iT 102 01/04/16 Lot 51 0 18 0 131.3 8.4 120.1 9.8 91 90 iT 103 01/04/16 Lot 47 . :0 18 0 131.3 8:4 1193 8.9 '91 90 iT 104 01/04/16 Lot 47 ------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------ 0 18 0: .131.3 814 120:4 8.7 . 92 . .90 iT lOS 03/18/16 Lot 36 0 18 0 131.3 8.4 118.2 8.9 90 90 iT 106 03/,18/16 Lot 37 0 18 0 131.3 8.4 117.7 9.3, 90. 90 iT 107 03/18/16 Lot 41 ' 0 . 18 0 ' 131.3 8.4 .119.5 9.1' 91. 90 iT 108 03/22/16 Lot27 2 18 0 1313 84 1189 121 91 90 iT 109 03/22/16 Lot 32 ' ' ' -2 ' 18 0 131.3 184 1181' 12.0 ' 90 ' 90 iT 110. 03/22/16 Lot 27 , .0 ' 18 0 .131.3 8.4 118.5 ' 10.5 .90 ' 90 iT III 03/22/16. Lot 32 ' ' '0' .18 0 131.3 '18.4 ' 117:7, ' 10.3 ' 90 90 iT 112 03/25/16 Lot 43 I 18 0 1313 84 1185 107 90 90 iT 113 03/25/16 Lot 43 0 18 0 1313 84 1190 99 91 90 iT 114 07/28/16 Lot 33 ' ' -I' , 4 0 134.9 8.6 ' 123.0 10.1 91 •, 90 ii 115 07/28/16 Lot-34 1 4 0 1349 86 1260 93 93 90 Project No. G1517-ll-03 ' - ' ' :' .. July 12'2017 .............................a-............. TABLE - SUMMARY OF FIELD DENSITY TEST RESULTS 'Elev. Plus' ' Field Field' Field 'Req'd. or 3/4 Adj —Adj. Dry Moist Re! Re! Depth. Curve Rock MDD OMC' Dens. Cont: Comp. Comp. Test No Date Location (ft),No (%) (pci) (%) (pci) (%) (%) (%) IT 1 10/08/14 PaseoEncino 1+95 1 2 40 1365 '73 1247 112 91 90 IT 2 10/08/14 SitioConejo 1+55 ' 71 ' 2 40.' 136.5 ' 7.3 126:0. 9.2: 92 : 90 IT 3 10/09/14 Paseo Encino l+95 1 2 30 1330 84 1209 97 91 90 IT . 4 1'0/09/1 4 CaminøiUnipero '. ' . -I 2 30,.:l33.O ':8:4, 122:1'. 9.2 H 92 . :9Q IT' 5 10/15/14 CaminoJunipero 52+84 • " 4. 2 40 136:5 7.3 ''126.6 .`9.6 93' • 90': IT 6 10/15/14 Camino Junipero 52+84 1 2 40 1365 73 1246 92 91 90 IT 7 10/15/14 PaseoCristal 1+59 I7, 2 40 1365 73 '1243 90 91 90 IT 8 10/15/14 PaseoCristal 1+59 0 2 40 1365 73 1261 85 92 90 Project No 61517-11-03- July 12 2017 .' ' . •• . , • . ' . TABLE I SUMMARY OF FIELD DENSITY TEST RESULTS 'Elev. Plus"' Field Field Field 'Reqd. or 3/4 Adj Adj. Dry Moist Rel Rel. Depth Curve Rd1( MDD OMC Dens. Cont.Comp. Comp. Test No Date Location No (%) (pcf) (%) (pct) (%) (%) (%) WB 1 06/13/14 Lot 37. 1 2 40 1365 73 1237 76 91 90 WB 2 06/13/14 Lot 38 . -1 2. 0 123.5 11.8 110.7. 12.9: 90 90 WB 3 06/13/14 Lot 39 1 2 40 1365 73 1245 83 91 90 WB 4 06/19/14 Lot 40, I 4 50 1496 46 1380 71 92 90 WB 5 06/19/14 Lot 41 . -i 2 50 1402 6.2 :128.7 6.1. 92 90 WB 6 07/09/14 Lot 21 -I. I 40 130.4 10.3 ' .120.2 10.6 92 90. WB' 7 07/09/14 Lot 22 -I, 1 . 30 126M, 12.0 ' :1,15.5 127 92 90 WB' 8 07/10/14 Lot 23 . -U I 0 1143 16.9 102.9 17.2 90 , 90' WB 9 07/30/14 Lot 42 -1 ' 4 40 146.4 5.4 132.8 8.4 91 90 WB 10 09/24/14. Lot 38. -I 2 30 133.0 8:4 1257 10.7 95 90 WB II 10/08/14 Lot 28. 2 40 .136.5 .7:3 125'.2 . 10.2 92 '.90 WB 12 10/09/14 Lot 24 I 2 40 1365 73 1300 88 95 90 WB 13 .10/10/14 :Lot 26 . . -I' 2 ' 30 133.0 8.4 124.8 11.0. 94 90 WB 14 10/10/14 Lot 20 4 2 30 1330 84 1217 104 92 90 WB 15 10/10/14 Lot 20 I 2 30 1330 84 1220 97 92 90 WB :16 01/14/I5 Lot 21' ' ------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------ --0 2 30 133.0 8:4 124:0 9.3 ' 93 90 WB 17 01/15/15' Lot 24 ' -1 .2 30 ' 133.0 - 8.4 124.7 ' 8.9' '94 . 90 ' WB .18 01/15/15' Lot 24' ' ' - , . 0 .2 30133.0 84 124;!'' 9.7' 93 ' .90 WB 19 01/16/15 Lot 15 0 2 30 1330 84 1242 96 93 90 WB 20 02/17/15 Lot II I 2 30 1330 84 1215 102 91 90 WB 21 02/17/15 Lot Il 0 2 30 1330 84 :123.1 91 93 90 WB 22 02/17/15 Lot 1 2 30 1330 84 1220 94 92 90 WB 23 02/18/15 Lot 0 2 30 1330 84 1222 96 92 90 WB 24 02/18/15 Lot ' ' , -2 2 30' 133.0 8.4 121:1. , 10.2'' 91 ' 90 WB '25. 02/19/15 Lot 8 ' ' . -I 2 30 - 133.0 8:4 121.5 .. 10.5 . 91 , 90 WB 26 02/19/15 Lot 8. ' ' 0 2' 30 133.0 84 124.7 8.7 .' ' 94 ' 90 WB 27 , 02/24/15 Lot 7 -3' 2 - 30 1330 8.4 121.5 10.7 91' 90' WB 28 02/24/15 'Lot 7 4 2 .30 133.0 , 8.4 .121.2 ' 10.5 91 90 WB' 29 '02/24/15 LOt7 . ' . ' -1' ' 2 : :30 1310 8.4 122.6 ::1:0I 92 901 WB 30 02/25/15 Lot I 2 30 1330 84 1220 104 92 90 WB 31 02/25/15 , LotS ' 0 2 30 133.0 4 1247 '' 9.0 , 94 90 Project No. G1517-1 1-03 . July 12,'217 ' . ' .' ' - ,:, 1' , ........................................... TABLE SUMMARYdF FIELD bENsrry TEST RESULTS / 'Elev..Plus Field Field Field Req d or 3/4' Adj Adj. D'y Moist Re[: Re[. Depth Curve Rock MDD OMC Dens. ... Cont Conip, Comp. Test No Date Location (ft)No (%) (pct) (%) (pct) (%) WB 32 02/25/15 Lot 20 2 2 30 1330 84 1194 130 90 90 .WB 33 02/251:15 Lot 20, . rl 2 30 133,0 8.4 122:7; 10.5 92 ' : 90 WB 34 02/25/15 Lot 20 0 2 30 1330 814:1147 137 86 90 WB 34A 02/25/15 Lot 20 0 2 30 1330 84 1193 133 90 90 WB . 35 03/17/15 'Lot 45 IP . a: 4 44 1477 . 5.0 133.7 6.3. 91 90 WB 36 03/17/15 Lot46lP 0 4 44 1477 50 1352 54 92 90 WB 37 :02/05/16 Lot 41 . . -3 4 40 1464: 5.4 133.3 fl 91:: . 90 ... WB 38 02/05/16 Lot 41 1 4 40 1464 54 1321 64 90 90 2 Project No. G 117-11-0 3 . July 12217 .. . ; . .................................-a............ TABLE I SUMMARY OF FIELD DENSITY TEST RESULTS Elev. Plus . Field Field Field Req'd. or 3/4' Adj. Adj. Dry Moist. Rel. Rel. Depth Curve Rock. MDD OMC Dens. Cont Comp. Comp. Test No Date Location No (°1'0) (pci) (%) (pci) (%) (%) (%) DW 1 12/08/14 Lot 38 Approach 0 4 30 143.3 62 1344 66 94 90 .DW .2 12/081:14 Lot 39 Approach : .0 4 30. 143.3 6.2 132.4 8.0 . .92 90 DW 3. 12/08/14 Lot 40-Approach . 0 4 30. .143.3 6.2 132.1.. 8.2. 92 90 DW 4 12/08/14 Lot 41Approach . .0 4 30. :143.3 6.2 136 9.1 . 91 90 DW 5 12/10/14 Lot 38 . .. 4 30 1433 6.2 128.6 10.4 90 . 90 DW 6 12/10/14 Lot 39 0 4 30 1433 62 1285 102 90 90 DW 7 12/10/14 Lot 40 ; . 0 4 30 1433 6.2 :129.5 .9.9 90 90 DW 8 06/08/15 Lot 0 4 30 1433 62 1293 43 90 90 DW 9 06/08/15 Lot Approach. 0 4 30. 143.3 6.2 128.9 3.9 90 90 DW 10 06/08/15 Lot3 0 4 30 143.3 6:2 130:4 5.3 91 90 DW 11 06/08/15 Lot Approach 0 4 30 143.3 6:2 130.0 3.9 91 90 DW 12 06/17/15 Lot . 0 4 30 1433 6.2 131.9 7.9 92 90 DW 13 061.17/15 Lot 5. 0 4 30 143.3 6.2 131.8 7.7. 92 -90 DW 14 10/07/15 Lot6 0 4 30 1433 62 1306 66 91 90 DW 15 10/07/15 Lot7 0 4 30 1433 62 1318 64 92 90 .DW 16. 10/22/15 Lot 10 0 3 40 130.2 8;5 1193 8.3 .92 90 DW 17 10/23/15 Lot II . . :0 4. 401 : 146.4 5.4 13 5. 1 7.1 92 . 90 DW 18 12/04/15 Lot 15 0 4 30 143.3 62 131.2 7.0 . 92 90 DW 19 12/04/15 Lot 16 . . . 0 4 30 143.3 6.2 1305 6.6 91 90 DW 20 12/04/15 Lot 17 0 4 30 1433 62 1342 71 94 90 DW 21 12/04/15 Lot 18 0 4 30 1433 62 1319 81 92 90 DW 22 12/08/15 Lot 22 . 0 4 30 1433 6.2 132.5 8.4 92 9: DW 23 12/08/15 Lot 21 0 4 30 1433 62 1306 77 91 90 DW 24 12/08415 Lot 20 .0 4 30 .143.3 6.2 132:7 8.0 93 90 DW . 25. 01/25/16 Lot 24 . .. . 0 .4 30 .143.3 .61.2 130:1. 6.8. .. 91 . . .90 DW 26 01/25/16 Lot 25: 0 4 30 1433 62 1370 78 96 90 DW 27 01/25/16 Lot 26 0 4 30 143:3 6.2 129.6 8.0. 90 90 DW 28 01/26/16 Lot 29 0 2 26 131.7 8.9 .11:9.9 10.6 91 90 DW 29 01/26/16 Lot, 30 . 0 2 26 131.7. 8.9 123.7 .87 94 90 DW 30 01/26/16 Lot31 0 2 26 131:7 8.9 119.6 10.1 91 90 DW 31 02/10/16 Lot 52 0 4 30 143.3 6.2 130.1 6.8 91 90 Project No. .G1517-11-03. . ,. .. . . . . July 12; 2017 TABLE I SUMMARY OF FIELD DENSITY TEST RESULTS 'Elev. Plu Field Field Field Req'. - or 3/4 Adj. Adj. Dry Moist Rel Rel. Depth Curve Rock MDD OMC Dens. Cont:Comp. Comp. Test No Date Location No (%) (pcf) (%) (pcf) (%) (%) (%) DW 32 02/10/16 Lot 52 0 4 30 1433 62 1293 69 90 90 DW 33 02/10/:16. Lot 52 . 0 4 30 143.3 62 133.8 7.6 93 " '90 DW .34 02/10/.16 Lot 52. , . . .4 30 .143.3 .6.2 131.5.. 6.8.1 . . 92 :90 DW 35 02/11/16 Lot 52 0 4 30 1433 62 1358 74 95 90 DW 36 02/11/16 Lot 52 0 4 30 143:3 6.2 134.4 7.8 94 . 90 DW 37. 02/11/16 'Lot 52 0 ' :30 143.3 . 6.2 .134.9 : 7 94 . . 90 DW 38 '04/04/16 Lot* 50 . 0. 4 30 143:3' 6.2 130.9 :6:7 . 91:: 90 DW 39 04/04/16 Lot 51 0. 4 30 143.3 6.2 130.2 6:2 91 90 DW ' 40 04/06/16 Lot 48 . '0 4 30 :143.3 6.2 130.8 6.5 91 90 :DW 41 04/06/16' Lot 49' ' ' 0 ' 4' 30 - 143.3 6:2 130:5 7.1 91 90 DW 42 04/12/16 Lot 47 ' 0 .4 30' .143.3 :6:2 129:4 ' 6.3 90 90 DW 43 04/12/16 Lot 47 ' 0 4 30 143.3 6.2 131.1 6.7 91 90 DW 44 04/22/16 Lot 46 ' 0 4 30 143.3 6.2 132.0 '6.6 92 90 DW 45 04/22/16 Lot 45 0 4 30 1433 62 1291 64 90 90 DW 46 07/15/16 Lot, 41 0 4 30 1433 62 1306 70 91 90 DW 47 07/18116 Lot 37 ' 0 ' '4 30 143.3 ":6:2 1285 9.....90 ' 90 DW 48 07/18/16 Lot 36. 0 4 30 1433 62 1294 71 90 90 DW 49 07/18/16 Lot 43 , : ' . " 0 4 30' ' '143.3 16:2, 132:7: 8.0 : 93 90 DW 50 07/20/16 Lot 27 0 4 30 '143.3 :6.2 .1331 - 7.5 93 ' 90 DW 51 07/20/16 Lot 32 0 4 30 1433 62 1340 66 94 90 DW 52 01/09/17 Lot t9 0 4 30 1433 62 1297 78 91 90 Project No. 01517-I 1-03 , , ' ' ' ' ' I ' ', , ' : 'July 12; 2017 ...............................'...-u....... TABLE I SUMMARY OF FIELD DENSITY TEST RESULTS Elev Plus Field Field Field Req d or '3/4" Adj. Adj. Dry Moist. Rel. Rel. Depth . Curve Rock MDD OMC Dens. Cont. Comp. Comp. Test No Date Location (fi) No (%) (pcf) %' (pct) SW 1 11/24/14 Camino. Junipero53+25 0 4 30 1433 62 1324 104 92 90 SW .2 11/24/14 Camino Junipero52+00 .0 4 30 143.3 6.2 134:9 9.6. 94 '90 SW 3 11/24/14 CaminO,Juripero 50+50. '0 4 30'. . 143.3 .6.2 130.9 10.7 91 90 SW 4 11/24/14 Camino Junipero49+O0 . .• 0 4 30 143.3 62. 134:4 ' 8.4 ' 94 90 SW 5 11/24/14 Camino Junipero 48+20 e 0 4 30 143:3 '. 6.2 134.1 8.9, 94 90 SW 6 ' 11/25/14 'Camino Junipèro48+50 . 0 4 .30 143.3 6.2 138.5 6.6 97 90 SW 7 11/25/14 Camino Jun ipero49+50 0. 4 ' 30 143:3 6.2 ' :136.5 '7:9 95 90 SW 8 11/25/14 Cam rnoJunipero50+50 0 4 30 1433 62 1367 76 95 90 SW 9 11/25/14 Camino Junipero 52+00 0 4 30 143.3 62 1324 92 92 90 SW 10 11/25/14 Camino Jun'ipero 53+20 0 4 30 143.3 6:2 135:1 6.4. 94 90 SW II 12/01/14 Camino Bello 1+50 0 '4 30' .143.3 6:2 132:2 ..' 8.5 . 92 .90 SW 12 12/01/14 Camino Bello-2+50 ' 0 4 30 1433 6.2 129.5 10.1 .90 90 SW 13 12/01/14 'CarniiioBelló 3+50 0 4 30 143.3 6.2 133,8 .7.2 93 90 SW 14 12/01/14 Lot 38; Paseo Cristal 0 . 4 30 143.3. 6.2 130.6 . 8.9 91 90. SW 15 12/01/14 Lot 39; Paseo Cristal 0 4 30 1433 62 1305 88 91 90 SW 16 12,01/14 Lot 40 ,Paseo Crist'ál ' '' ------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------ ' 0 ' ' '4 30 : 143.3 U. 132:1 7.1 ' .92 90 SW 17 12/08/14 Lot 37; Paseo Cristal :0 4 30 ' 143.3 . 6.2 1291' 9.5 . 90 90 SW 18 12/08/14 Lot 37 Paseo Cristal 0 4 30 1433 62 1293 98 90 90 SW 19 12/09/14 Lot 37 Carnino Junipero 46+70 0 4 30 143.3 62 1324 92 92 90 SW 20 12/09/14 Lot 37; Camino Junipero471-50 0 4 30' 143.) 6.2 136,4 , 6.2 .95 90 SW 21 12/09/14 Camino Bello 1+70 0 2 40 1365 73 1264 78 93 90 Sw 22 , 12/09/14 Camino Belio'2+25 ' ' . : 0 , 2 : 40 1365 . 7.3 ' '124.6 ' '9.5 '91' 90:" SW 23 12/09/14 Carnino Bello 2+80 0 2 40 1365 73 1247 79 91 90 SW 24 12/09/14 Camino Bello 3+40 ' 0 '' 2. 40 136.5 7.3 126:9 8.0 93 ' 90 SW .25. 12/10/14. Paleo Cristal 6+00.. ' 0 ' .2 40. .136,5 .7.3 129:9... 7.4. . 95 .90 SW 26 12/10/14 Paleo Cristal 6+80 . 0 2 40 ' 136.5 7:3 126; I 8.6 . 92 .. 90 SW 27 12/10/14 Paleo Cristal 7+50 ' 0 2 40 1365 7.3 128.3 7.9 94 90 SW 28 12/10/14 Paleo Cristal 8+25 . 0 2 40 136.5 7.3 124.7 '9.2 91 90 SW 29 '12/10/14 'Paleo Cristal 8+80 ' ' 0 2 40 136.5 7.3 '128.5 '75 94 ' 90 SW 30 12/16/14 Lot-40; Back 0 4 ' 30 143.3 6.2 131.4 6.8 92 90 SW 31 12/16/14 Lot 40; Front 0 4 30 1433 62 1315 66 92 90 Project No. G 1517-11-03 . . , July 12"10.17 00 0 00 00000 00*0 0 0006 00 00V 00 0.00000 0000.000610.00 TABLE I SUMMARY OF FIELD DENSITY TEST RESULTS Elev. Plus I Field .Field • Field Reqd. or 3/4' Adj. Adj. Dry Moist.. Re] Rel. Depth. Curve Rock MDD . OMC Dens. Cont Comp. Comp. Test No Date Location (ft) No (°"°) (pcf) (%) (pci) (%) (%) (%) SW 32 12/16/14 Lot 38- Back 0 4 30 1433 62 1336 61 93 90 SW 33 12/19/14 Lot 39; Front . .0 4 30 . 143.3 6.2 131:9 6.4 92 90 SW 34 12/19/14 Lot 39; Back 0 4 30 1433 62 1295 67 90 90 SW 35 12/19/14 Paseo,Encino 1+50.: . 1 0 4 30: :143.3 '6:2 132:3 9.0. . 92 9 SW 36 12/19/14 'Paseo Encino 2+50 . . 0' 4 30 1433 6.2 134.9 '6.5. 4 90 SW 37 12/19/14 Paseo Encino 4+00 0 4 30 143.3 6.2 130.8 10.2 91 90: SW 38 12/19/14 Paso Encino 5+00 : 0. 4 :30 143:3: 6.2 '::135.l .6:3 94' 90:.: SW 39 01/24/15 Lot 37 0 4 30 1433 62 1292 84 90 90 SW 40 01/24/15 Lot 37 0 II 0 1449 71 1298 94 90 90 SW 41 03/19/15 Lot 38, Paseo Cristal -1 3• 42 130.7 :8:2 121:9 8.7 .93 90 sw 42 03/19/15 Lot38;PaseoCristal 0 3, 42130.7 82 119:2 8.0 91 .90 SW 43 03/26/15 Paseo Encino - w 6+70 0 .4 40 146.4 5.4 138.6 5.5 .95 90 SW 44 03/26/15 Paseo Encino - W 8+00 0 4 40 146.4 5.4 136.2 5.8 93 90 SW 45 03/26/15 Paseo Encino W 9+20 0 4 40 1464 54 1392 54 95 90 SW 46 03/31/15 Sitio Conejo Ped Ramp R 1+45 0 4 40 1464 54 1363 5 9 93 90 sw 47 03/31115 Sitio Conejo Ped Ramp - L 0 4 40 146.4 54 135:7 6.1 ' 93 90 SW 48 03/31/15 Sitio Conejo Ped Ramp ft 0 4 40 1464 54 1392 55 95 90 SW 49 03/31:/I5 Corte'Claro- ft 1+50 ' : 0 4 40:146.4 '54 1315 .7.0: ', 91 ' ., 90 sw 50 03/31/15 Corte Claro L 1+10 0 4 40 1464 54 1386 59 95 90 SW 51 03/31/15 Paseo Encino (DG Trail) ft 1+25 0 4 40 1464 5.4 137.2 6 0 94 90 SW 52 03/31/15 Paseo Encino (DC Trail) R 2+75 0 4 40 1464 54 1344 63 92 90 SW 53 03/31/15 Paseo Encino (DC Trail) R 4+00 0 2 30 1330 84 1207 98 91 90 SW 54 03/31/15 Paseo Encino (DG Trail) R 5+25 0 2 30 1330 84 1247 9.1 94 90 sw 55 04/21/15 Paseo: Encino (DG Trail).- R6+75 .0 '4 30 ., 143.3 6.2 129:9. 8.4: 91 90 SW 56 04/21/15 Paseo Encino (DC Trail) R 8+25 0 4 40 1464 54 1383 60 94 90 sw .57 04/21/IS. Paseo Encino (DG Trail)- R9+50 : , ' . : ' ' 0 . 4 40: '146.4 54 133:6 ' 6.4,: 91 SW 58 04/21/15 Paseo Cristal'2+65 0' 4 40 146A 5.4 135.2 6.1 92 90 SW 59 04/21/15 Paseo Cristal.4+35 0 4 30 143.3 6.2 ' 130.0 6:4 91 90 sw 60 04/21/15 Pas'eoCristal'12+20 . 0 4 40 146:4 5.4 133.3 '6:4 91 90 SW 61 04/21/15 'CarninoMinero5+43 . 0' 4 40 146:4 5.4 136.9 7:2 94 90' SW 62 04/21/15 Camino Minero 3+53 0 4 30 143.3 62 1300 62 91 90 Project No. Gl5l7-1l-0 July. l2'2!'7 ' .. . . . . , ". "' :, ' : ' TABLE I SUMMARY OF FIELD DENSITY TEST RESULTS • Elev. Plus Field field •• Field Reqd.. or 3/4 Adj. Adj. Dry Moist ReL Rel. Depth Curve Rock MDD OMC Dens. Cont. Comp., Comp. Test No Date Location No (%) (cf) (%) (pci) (%) SW 63 04/21/15 CaminoMinero2+76 0 2 40 1365 73 1255 78 92 90 SW 64 04/22/:15 PaseoCristal 6+40 0 4 50 149.6 4.6 139;7. 5.6' 93 90 SW 65 06/08/15 Lot I Sitio Coriejo 0 4 30 1433 62 1290 3.1 90 90 SW :65'A 06/08/I5. Lot 1; Sitlo Conejo:: .0 4 30. . 143.3 '6:2 132:8 . 3.1 ' 93 90 SW 65 B' 06110/I5 Lot l;SitioConejo . " 0:4 30 143:3 . 6.2 131.2 '6.5 92 90' SW 66 . 06/08/1.5 Lot 2; Sitio Conejo 0 4 30 143.3 6.2 .136.9 ' '4.7 96 90 SW 66A 06/10/15 Lot2 Sitio Conejo 0 4 30 1433 62 1358 61 95 90 SW 67 06/08/15 'Lot 3; SitiO Conejo 0' 4 30 143:3 6.2 129.3 3:8 90 90: SW 67A 06/08/I5 Lot 3;SitioConejo . 0 4' . 30 143.3 6.2 128.7 1.9 90 90 SW 67B 06/10/15 Lot 3; SitioConejo :o :4 30 ' 143.3 6:2 130:5 6.7 91 90 SW 68 06/17/15 Lot ' . . ------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------ 0 4 3. 1143.3 '62 133:8 8.0 ' 93 . :90 SW 69 06/17/I5 Lot ' 0 4 30 143.3 6.2 130.6 7.2 .91 90 SW 70 .10/07/15 Lot 0 4 30 . 143.3 6.2 129.2 :6.7. . 90 90' SW. 71 10/07/15 .Lot .7 . 0 4 ' : 30 143.3 ' 6.2 1131.9 ..7.7 92 . 90 SW 72 10/07/15 Lot 0 4 30 1433 62 1322 62 92 90 .SW 73 10/07/15 Lot 6; Patio 0 '4 30 ' 143.3 ' '6:2 128:9 . 6.8 90 '90 SW 74 10/07/15 Lot 7;' Patio . . :0 ' .4: 30. 143.3 6.2' 130.7 6:0 ' .91 ' 90 SW 75 10/07115 Lot 7" I . 0 41 . 30 :143.3 :62 129:31 6.8''' 90 SW 76 10/07/15 Lot 6 0 ' 4 30 '143.3 '6.2 131.0 6.7 92 90 SW 77 10/21/15 Lot II Back Patio 0 19 0 13,0.8 88 1118.1 89 90 90 SW 78 10/21/I5 Lot 10 BackPatio 0 19 0 1308 88 1195 88 91 90 SW 79 10/21/I5 Lot9 Back Patio, 0 19 0 1308 88 1172 88 90 90.- W 80 10/21/15 Lot 8; Back Patio 0 19 0 1308 88 1185 90 91 90 SW '81 10/22/15 Lot . . ' 0 3 40' 130.2 ' 8.5. . 121:8 8.5 94 90 SW 82 10/22/15 Lot . . . . 0 .3 40 ' 130.2 .8.5 1I99. 9.0 92 . 90 SW 83 10/23/15 Lot 11;Corte Claro:DA2+10 0 4' 40146.4 .54 132,3 6.8 , . 90 90 SW 84 10/23/15 Lot II; Corte Claro DA 1+40 0 4 . 40 146:4 5.4 133.4 7.3 91 90 SW. 85 12/07/15 PaseoCristal 1±80 0 3 40 130.2 8.5 120.7 9.9 031 90 SW 86 12/07/15 PaseoCristal'2+90 0 ' 3 40 1302 ' 8.5 :' 1121.0 ' 8:7 93 90' SW 87 12/07/15 Paseo CristaF3+75 0''' 3 40 1302 ' 8.5 ' 120.8 ' 8:8 93 '' 90' SW 88 12/09/15 Paseo.Cristal 3+90 ' 0 '3 40 130.2 8.5 122.0 8.7 94 90 Project No. .Gl517-I 1-03. . , . . . '.' : ' : ' '' , , . .. July 12, 2017 TABLE I SUMMARY OF FIELD DENSITY TEST RESULTS Elev. Plus' ' Field Field Field Rq'd. or '3/4' Adj. Adj. Dry.' Moist. Rel.' Re[. Depth Curve Rock , MDD OMC Dens. Cont, Comp. Comp. Test No Date Location (ft) No (%) (pci) (%) (pcI) (%) SW 89 12/09/15 PaseoCristal 2+90 0 3 40 1302 85 1204 91 92 90 SW , 90 12/09/15 PaseoCristal 1+85: 0' . 3 40' 130.2 ' 8.5 121:2 9.4 93 ' 90 SW 91 01/21/16 Cot 24. 0 3 40 1302 85 1202 89 92 90 SW 92 01/21/16 Lot 25: 0 3 40 1302 85 1189 104 91 90 SW 93 01/21/16 Lot 26 ' .0" 3 40 13012 8.5 ' '118.6 10.2 '91 90' SW 94 01/21/16 Lot 29 ' - 3 , 40 130.2 8.5 122.4 , 8.6 94 90 SW 95 01/26/16 Lot24 ' ' 0 ' 4 30 - 1433 6.2. 130.5 ''7.7 9r 90': SW 96 01/26/16 Lot 25 " 0 4 ' 30' 14313 6.2 129.8 7:6 , 91 90' SW 97 01/26/16 Lot 26 0 4 30 1433 62 1312 80 92 90 SW 98 01/28/16 Lot3l . 0 4 0 134.9 816 12713 ' 8.2 :94 '90 SW 99 . 01/29/16 Lot 30- ' ' 0 4 0 .134.9 816 129:0' ' 7.9 96 ' .90 SW 100 01'/28/16 Lot 29 . 0 4 0 ' 134.9 8.6 125.3 . 8.1 93 ' 90 .. - SW 101 02/10/16 Lot 52 0 4 ' 30 143.3 6.2 134.2 .8.3. 94 90 SW 102 03/25/16 Lot48 0 4 0 134.9..86 1258 89 93 90 SW 103 03/25/16 Lot-49 0 4 0 1349 86 1246 94 92 90 SW 104 03/25/16 Lot 50 ' ' ' ' ' ' .0 4 0 ''134.9 8:6. 12518 . 8.7 ,, 93 ' : '90 ' SW 105 03/25/16 Lot 51 0 4 0 1349 86 1278 92 95 90 SW '106' 04/041,161 Paseo:Cristal 12+051: ' . ' ' . : ', 0 4 30,1:143.3 612 130l:1, 7.1 , 91 .190 SW 107 04/04/16 PaseoCristal 10+66 0 4 30 1433 62 1333 65 93 90 SW 108 04/06/16 Lot 48 0 4 30 1433 62 1321 73 92 90 SW 109 04/06/16 Lot 49 0 4 30 1433 62 1304 72 91 90 SW 110 04/25/16 Lot45 0 4 30 1433 62 1307 67 91 90 SW III 04/25/16 Lot 45 0 4 30 1433 62 1305 60 91 90 SW 112 04/25/16 Lot 46. . ' ' ' : 0 . ' 4 30' 143.3 ' 6.2 131:9, 6.4: , .92 , ' 90 SW 1.13 07/15/16 Lot 41; Inside Patio. . ' . '0 4 20 ,. .140.4 710 12717. . 8.1 , :91 ... .90 SW 114 07/15/16 Lot 41 Outside Patio Back 0 4 30 1433 :6-.21 1293 67 90 90 SW 115 07/15/16 Lot 43; Back Patio 0 4 40 14614 5.4 132.9 5.6 91' 90 SW 116 07/15/16 Lot 32; Back.Patio 0 4 40 146.4 ' 5.4 134.4 '6.1: 92. 9O SW 117 07/15/16 Lot 27; Back *Patio ' . 0 4 '40 1464 5.4 ' '133.4 '5.9 91: 90 SW 118 07/15/16 'Lot 37; Back Patio 0 90------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------ 4 ' 30 143.3 6.2 131.6 TO 92 SW 119 07/19/16 Lot 37;P'aseoCristal/Lot '0 ' 4 30 143.3 6.2 131.2 6.1 '92 , 90 Project No. 01517-ll-03 July 12;2017 ...................o-...................... TABLE SUMMARY OF FIELD DENSITY TEST RESULTS 0 'Elev. Plus Field Field Field Req'd. or 3/4 Adj. Adj. Dry Moist Rel Rel.. Depth Curve Rock MDD OMC Dens. Cont. COmp. Comp. Test No Date Location (ft) No. (%) (pci) (%) (pci) (%) SW 120 07/19/16 Lot 36 PaseoCristal/Lot 0 4 30 1433 62 1288 63 90 90 SW 121 071.19/16 Lot4l; PaseoCrist'allLot 0 4 30' 143.3 6.2 129:1' 6.0 . 90 90 SW 122 07/19/16 Lot 43; PaseoCristal[Lot 0 4 30 1433 62 1306 65 91 90 SW 123 07/21/65 Lot27 0 4 30 1433 62 1324 66 92 90 W12---07/21/65 Lot 32 ' . Q' 4 30 14313 6.2 ' '133.3 '.7.0 93' 90 SW 125 '12/15/16 Lot 35; Outdoor Patio 0 4 30 143.3 6.2 128.4 '6.6 90 90 SW 126 12/15/16 Lot 34; Outdoor Patio . 0. 4 30 143:3' 6.2 ':1289 15:9 90.' 90 SW 127 12/15/16 Lot 33; Outdoor Patio 0.: 4 30 1433 62 1304 60 91 90 SW 128 12/15/16 Lot 28 Outdoor Patio 0 4 30 1433 62 1285 68 90 90 SW 129 12/15/16, Lot 42 Outdoor Patio . . 0 4 30 143.3 612, 12911 6.2' 90 90 SW 130 12/20/16 Lot35:SW .. . O 4 30143.3 6:2 130:2. 8.2 : 91 .90 SW 131 12/20/16 Lot 34SW , 0 4 30 143.3 6.2 .129.2 .8.4 90 90 SW 132 12/20/16 Lot 34; Driveway 0' 4 30 143.3 .6.2 129.6 :8.3. .90 90 SW 133 12/20/16 Lot 33; Driveway 0 4 30 1433 62 M.1 83 91 90 SW 134 .' 12/20/16 ,Lot'28; Driveway . 0: 4 30 143.a'. 6.2 :1287 ' 8:5 90': 90.: SW 135 12/20/16 Lot28'SW. ' . . ' .0 ' 4 30 ' 143.3 :6.2 13012 8.1 ' 91 90 ' SW 136 12/28/16 Lot 285W 0 4 30 1433 62 1286 79 90 90 SW 137 12/28/16. Lot 285W, ' . ' ' ' 0 4 30 ''143.3 '':6.2 iii:!' 6.9 . . ' 91 .90 SW 138 12/28/16 Lot 28 Approach 0 4 30 1433 62 1412 71 99 90 SW 139 12/28/16 Lot 335W 0 4 30 1433 62 1371 62 96 90 SW 140 12/28/16 Lot 33; Approach 0 4 30 1433 62 129.4 108 90 90 SW 141 12/28/16 Lot33 Approach 0 4 30 1433 62 1289 66 90 90 SW 142 12/28/16 Lot 35SW 0 4 30 1433 62 1333 69 93 90 SW '143 12/28/16 Lot 35; Approach . ' 0 ' 4 30' 143.3 .6.2 128:4 8.1 .90 ' ,90 SW 144 12/28/16 Lot 44; Driveway . . i0 4' 30 .143.3 .62 13611. ' 6.1 .. 95 .90 .., SW 145 12/28/16 Lot 44 Approach 0 4 30 1433 62 1354 65 94 90 SW 146 12/28/16 Lot 445W 0 4 30 143:3 6.2 ' '128.7 ' '6.3. 90 90' SW 147 01/17/17 Lot 1.9 0 4 30 143.3 6.2 . 138.3 6.9. 97 90 SW 148 '01/17/17 Lot 19 . 0 4 , 30 143:3 1 6.2 ' '133.7 1-7:4 .93Y 90 Project No. 01517-11-03 'I I ' .July 12,2017 TABLE I SUMMARY OF FIELD DENSITY TEST RESULTS Elev. Plus - Field Field Field Req'd. or . .3/4 Adj. Adj. Dry Moist. Rel. Rel. Depth Curve Rock MDD OMC Dens. Cont. Comp,. Comp. Test No Date Location No (°"°) (pci) (%) (pcI) (%) (%) (%) CO 1 07/10/14 PaseoCristal W9+I0 0 2 40 1365 73 1319 72 97 95 CO 2 07/10114 Paseo:Cristal - W 7+50 - 0 2 50 140.2 6.2 134.5, 8.6 96 95 CO 3 07/10/14 Paseo Crista! E 7+50 0 2 50 1402 62 1366 73 97 95 CO 4 07/10/14 PaseoCristal - W 5+90 • . .0 2 40. 136.5 fl 1303' 9.0, . 95 , • •95 CO 5 07/10/14 Paseo Cristal- E 5+90 0' 2 30 1330 8.4 128.2 10.9 96 95' CO 6 07/10/14 Camino Bello - S 2+50 ' 0 I 40 130.4 10.3 • 125.6 10.7. 96 • 95. CO 7 07/10/14 Camino Bello N2+50 0 I 30 1260 120 1195 119 95 95 CO 8 07/11/14 Paseo Cristal'- W9+50 0 8 '0 1238 11.9 118.6 11.2 96 95 CO 9 07/11/14 Paseo Cristal 7 E 9+50 0 8 0 123.8 11 9 1182 11.9 95 95 CO 10 07/1-1-/1-4---Paseo Cr-istA-I - W 8+00 0 '8 0 .123.8 11.9 • 1193 ' 11.3 96 95 CO Il. 07/11/14 PaseoCristal - E 8+00.' 0 8 0 .123.8 :1:1:9 118:2 11.6'' 95 95 CO 12 07/11/14 Paseo Cristal .- W 6+00 0 8 0 123.8 11.9 . 116.9 11.2 94 95 CO 12 A 07/11/14 Paseo'Cristal -W 6+00 0 8 0 123.8 11.9 11.8.7 11.8. 96, 95. CO 13 07/11/14 Camino Bello.- N 2+75 . 0 8 .0 123.8 11.9 11:7.9 11.1 95 95 CO 14 07/11/14 Camino Bello - S 2+75 . . 0 95 ------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------ 8 . • 0 1218 . 11.9 .. '117.4 A13 95 , CO .15 07/11/14 Camiño Junipero - E47+75 ' ' 0 8 0 123.8 11-.9 ' 1203 12.7 ' 97 ' 95 CO 16 07/11/14 CaminoJunipero- W47+75 '0 .8 0 123.8 11.9. 1178. II.! •. 95 ' 95 CO 17 07/11/14 Caminoiunipero W6+00 0 8 0 1238 119 1181 122 95 95 CO '18 08/16/14 Camino Bello 1+42' , 0 2' 40' '136.5 7.3 1299 9.3 95 ' 95 CO 19 08/16/14 Camino 1+50 0 8 0 1238 119 1197 124 97 95 CO 20 10/16/14 Corte Claro 3+85 0 2 40 1365 73 1294 78 95 95 CO 21 10/16/14 Corte Claro 4+00 . . 0 2 40 136:5 ' 7.3 :132.1 9.1 97 95 CO 22 10/16/14 Corte Claro 3+00 0 2 40 1365 73 1298 75 95 95 CO 23 10/16/14 CorteCIaro 2+00 , 0 2 40.' 136.5 7.3 130.6 8.3 . 96 95 CO 24 10/16/14 Corte Claro XO2+20 0 2 40 1365 73 1309 88 96 95 CO 25 10/16/14 Corte Claro XOl+90 0 2 40 1365 73 1300 7.4.1 95 95 CC 26 10/16/14 Corte Claro 1+00 0 2 40 1365 7.3 131.9 '8.2 97 95 CO 27 10/16/14 SitioConejo 1+75 0 2 20 129.7 9.5 123.0 10.6 95 95 cc 28 10/16/14 SitioConejo'2+50 0 2 20 I297 9.5 ':123.3 , 97 95 95 CO 29 10/16/14 Sitio Conejo 2+00 0, 2 '20 129:7 9.5 124.8 9:9 96 95 CO 1 30 '10/21/14 Camino Jun ipero 48+25 , 0 2' 20 ' 129.7 9:5 123.5 11.8 95 , 95 Project No. 01517-11-03 . , . . . . ' . . '' 'July l2,'2017 ..................................I..à.......: TABLE I SUMMARY OF FIELD DENSITY TEST RESULTS 'Elev. Plus Field Field Field Reqd. or 3/4 Adj. Adj. Dry Moist. Rel. Rel. Depth Curve Rock MDD OMC Dens. Cont'Comp Comp. Test No Date Location (f't) No (°"°) (pcf) (%) (pc f) (%) (%) (%) CO 31 10/21/14 CaminoJunipero49+25 0 2 20 1297 95 1253 103 97 95 CO 32 10/21/14. Camino Junipero50+'15 . . . .0 2 40. 136.5 '7.3 131;4 10.4= 96 95 CO 33 10/21/14 Camino Junipero5I+00 0 2 40 1365 73 1312 106 96 95 CG 34 10/28/14 Caminoiunipero 48+00 0 II 0 144.9 71 1379 7.5:. 95 :95 CO 35 10/28/14 Camino Junipéro 49+00 0' II 0 1449 7.1 137.5 '7.8 95 95 CO 36 10/28/14 :Camino Junipero 50+00 0 II 0 144.9 7.1 133.8 11.4 92 S 95 CO 36A 10/28/14 Camino Juntpero50+00 0 11 0 1449 71 1386 102 96 95 CO 37 10/28/14 CaminoJuntpero5l+00 0 Il 0 1449 71 1379 78 95 95 CO 38 10/28/14 Camino Jun ipero 52+00 ' 0 11 0 144.9 7.1 140.2 7.5 97 ' 95 CO 39 10/28/14 Carnino Junipero 53+00 0 11 0 144.9 71 139:3 8.9 96 95 CO 40 10/28/14 Paseo Encino 4+00 0 II 0 .144.9 '71' 139:0 8.4 . 96 ' 95 CO 41 10/28/14 Paseo Encino 3+00 . 0 11 0 144.9 7.1 137.5 10.6 95 95 CO 42 .10/28/14 Paseo Encino 2+00 0 11 0 144.9 ' 7.1 141.7 77 98 95. CO 43 10/28/14 .Paseo Encino .1+00 ' 0. 11 . 0 144.9. 7.1 . .138.6 9.6 96 95 CO 44 10/28/14 Sitio Conejo 1+30 0 II 0 1449 7.1 1372 99 95 95 CO 45 10/28/14 Sitio Conejo 1+0 ' ' 0 II 0 ' 144.9 7:1 137.5 10.2':: 95 95 CO 46 10/29/14 Sitio Conejo 2+00 .0 :11 0' 144.9 7.1 ' 1371.6 . 10.3'. 95 95 CO 47 10/29/14 Sitio Conejo2+74 0 II 0 1449 71 1389 97 96 95 CO 48 10/29/14 Cone Claro 1+75 0 II 0 1449 7 I 1388 94 96 95 CO 49 10/29/14 Corte Claro 1+00 0 II 0 1449 71 1392 91 96 95 CO 50 10/29/14 Corte Claro 2+00 --------------------------------------------------------------------------------------- 0 II ' 0 144.9 7.1 '140.8 8.2 97' 95 CO 51 10/29/14 Corte Claro 1+75 0 11 0 1449 71 1410 80 97 95 CO 52 10/29/14 Corte CIaro2+75 0 II 0 1449 71 1393 85 96 95 CO 53 10/29/14 Corte.Claro.3+50 : , ' 0 :11 0 144.9 . 7.1 137.3. 9.7' 95 : , 95 CO 54 10/29/14 CorteClaro'4+30 0 H. 0 . .144.9 ' 7.1. 13816. 9.3 . 96 95 CO 55 10/28/14 PaseoEncino1+00 0 2 40 1365 73 1299 90 95 95 CO 56 10/28/14 Paseo Encin62+00 '' 0 2 40 136.5 7.3 ' '129.5 '9.6. 95 95 CO 57 10/28/14 Paseo Encino 2+90 ' O 2 ' 40 136.5 7.3 .132.6 7.4 97 95 CO 58 10/28/14 'Paseo Encino3+00 . 0 2 40 136:5 7.3 129.5 10:0 95 95 CO 59 . 10/30/14 Paseo Encino 4+00 .0" 2 ' 40 136:5 7.3 130.9 7.9 96 95 CO 60 10/30/14 Paseo Encino 5+00 . . ' '0 . ' 2 40 136.5 713 132.8' 7.3 ' 97 95 Project No: 01517-11-03 . . . . July 12; 2017 Test No, CO 61 CO 62 CG •63. CG 64 CO 65 -------------- CO 66 CO 67 CO 68 CO 69 CO 70 --------------- CO 71 CO 72 CO 7'3 CO 74 CO 75 CO 76 CO 77 CO 78 CO 79 CO 80 CO 81 CO 82 CO 83 CO 84 CO 85 --------------- CO 86. CO 87 CO 88 CO 89 CO 90 CO 91 Date . . location 10/30/14 Paseo Encino 6+50 10/30/14 Paseo Encin'7+00 10/30/.14 Paseo.Encino 8+00. 10/30/14 Paseo Cristal 4+00 10/30/14 Paseo Cristal3+00 10/30/14 Paseo Cristal 2+00 11/10/14 Paseo Cristal4+00 11110/14 Paseo cristal:3+00 1 1/10/14 . Paseo Cristal 2+00 11/10/14 Paseo Cristal 1+20 11/12/14 Paseo Encino 5+00 11/12/14 Paseo Encino 6+06 11112/14 Paseo Encino 7+00 .11/12/14 Paseo Encino 8+00 11/12/14 Paseo Encino: 9+00 03/19/15 Camiiio Minero 2+50 03/19/15 Camino Minero 3+50 03/19/I5 Camino Minero 5+25 03/19/15 Camino Minero 6+25 03/24/15 Road to Lot 52 03/24/IS Road to Lot 52 03/24/15 Road to Lot 52- 03/24/15 Paseo Cristal 12+80 . 03/24/1 5 Paseo Cristal - L 10+25 03/24115, Paseo Cristal - R 11+50 03/27/15 Paseo Cristal - E 12+85 03/27/15 Paseo Cristal - E 12+00 03/27/15 = Paseo Cristal - E 1.0+50 03/27/15 Paseo Cristal- W 1+00 03/27/15 Paseo Cristal - W 12+50 --------------------------------------- 03/27/15 Paseo Cristal - W 1.1+00 •••••••fl•••••SIO•S•I•••••••••••S•S••S••S•• TABLE I SUMMARY OF FIELD DENSITY TEST RESULTS Elev. PIUS . ,. Field Field Field or 3/4 Adj. Adj. Dry Moist. Re[. Depth Curve Rock MDD OMC . Dens. Cont. Comp. (ft): No. i(%) (pt-0:. (%) ..:(P) (%) (%): 0 . 2 40 .. 136.5 7.3 130.6 9.5 96 .0 2 40 136.5 7.3 1308. 9.2 96 0 2 40 136.5 7:3 129.4 9.9, 95 0 2 40 1365 73 1298 86 95 0 2 40 1365 97---------------------------------------------------------------------------------------------------------------------- 7.3 132.1 '79 0 2 40 136.5 7.3 . ,132.3 .74 97 0. . II 0 I449 7.1 ' 137.3 9.6 95, 0 II ' 0 1449 7.1 138.0 93 95 0 II 0 144.9 7.1 138.6 8.3 96 0 II 0 144,9. 721 1377 9.7 95---- 0 II 0 .144.9 7.1' 139.1 .8.6 96 0 11 0 144.9 7.1 . 138:8 8.9 96 0 II 0 144.9 Ti 138.1 10.3. 95 0 II 0 144.9 7.1 140.8 .7.9 97. 0 II 0 1449 71 1386 91 96 0 ' 2 40 ' 136.5 ' 7:3 1327' 8.9'' 97 .0 .2 40. 136.5 7.3 132.6 . 8.5 97 0 ' 2 40,. 136.5 'fl 13L6 8.5 96 '0 2 40 136.5 7.3 130:5 8.1 ' ' '96 0 2 40 136.5 7.3 130.7 7.9 .96 0 2 40 136.5 7.3 129.9 8.1 95 0 2 ' 40 1 36 :5 7.3 :131.3 '7.6 , 96: 0' 4 40 146.4 5.4 140.5 ' 6:0. 96 0 4 40' 146.4 ' 5.4 139:1' 6.2 95 '0 4 40 .146.4 .54 1400 5.9. . 96 0 17 0 ' '121.9 1.2.2 1l78 12.9 ' , 97 0 17 0 121:9 12.2 116.9 13.1 96 0 17 0 121.9 12.2 11:6.3 1:3.3 95 0 ' 17 0 121.9 12.2 1167 1219 96 0 17 ' 0 12 1'.9 12.2 116.0 '13:0 95 - 0 '17- 0 121.9 12:2 116.8' 12.8 96 Req'd. Rel. Comp. (WI 95 95 95 95 95 ------------------------ 95 95 95 95 95 ------------------------ .95 95 95 95 95 95 95 95 95 95 95. 95 .95 95 --------------- '95 95 95 95 95. ------------------------ 95 Project No. 01517-I 1-03 . ' 'July 12,'2017 ........................................... TABLE • • SUMMARY OF FIELD DENSITY TEST RESULTS Elev Plus Field Field Field Req d or 3/4 Adj Adj. Dry Moist Re] Rel. Depth Curve Rock MDD OMC Dens Cont Comp Comp Test No Date Location No (%) (pcf) (%) (pcf) (%) CC 92 03/27/15 CaminoMinero S 6+50 0 17 Oz. 1219 122 1165 131 96 95 CC 93 03/27/15 Camino Minero-55+00 A 17 0 121.9 12.2 1171: . 13.2: : .96 . 95 CG 94 03/27/15 Camino Minero, S 3+50 0 17 6 1219 122 1166 130 96 95 CO 95 03/27115 Camino Minero- S. 2-1-00. 0 17 0 • 121.9 • 12:2 117:9 . 12.2 . 97 :95 CC 96 03/27/15 CaminoMinero - N 1+50. • • 0 17 0 I219 . 12.2 1177 12.4. 97 . 95 CG 97 03/27/15 Camino Minero - N 3+00 0 17 0 . 121.9 12.2 .11:5.8 13.3 95 : 95. • • CC 98 03/27/15 Camino Minero N 4+50 0 17 0 121:9 122 1184 124 97 95 CG 99 03/27/15 Camino Minero N 6+00 0 17 0 1219 122 1179 129 97 95 Project No.G1517-ll-03 July 12,. • : . . . .. . . . •••••••••s•s•••••s•se••s••••••••sss•••.•.sà - TABLE I SUMMARY OF FIELD DENSITY TEST RESULTS 'Elev. Plus Field Field , ' Field 'Rèq'd. or 3/4" Adj Adj. Dry MOist Ret. Re!. Depth Curve Rock MDD OMC Dens. Cont..Comp. Comp. Test No Date Location ('t) No (%) (pcf) (%) (pcf) (%) NO (%) SC 1 07/10/14 PaseoCristal9+15 0 4 50 1496 46 142.0.. 6.1 95 95 SG 2 07/10/14 PaseoCristal 7+50 .0 2 50 140.2 6.2 135.7 6.1 :.97 95 SC 3 07/10/14 Paseo Cristal 5+90 0 2 50 ..m.2 .6 .2 136.6 7.3 97 95 SC 4, 07/10/14 Camino Bello 2+50 0 1 30 .: 126.0 12.0 121:2 12.7 96 :95 SC 5 07/10/14 Camino Bello XC 3+40 0 2 50 1402 62 1369 73, 98 95 SC 6 07/10/14 Camino iuni'pero48+00 . . 0 2 40 136.5 7.3 .130.3 8.4 95' 95. SC 7 07/29/14 CaminoJunipero Water Patch 46+90 0 2 40 1365 73 1320 70 97 95 SC 8 08/16/14 Camino Bello 1+40 0 2 40 1365 73 1300 89 95 95 SC 9 08/16/14 Camino Bello 1+50 0 2 40 136.5 73 1328 95 97 95 SC tO 10/21/14 CarninoJun'1pero48+00 0 2: 40 136.5 73 1261 6.6 92 95 SC bA 10/21/14 CamiñoJuñipero48+00 0 2 40; 136.5 73 129:4 7.9 95 . 95 SC II 10/21/14 CarninoJunipero49+75 0 2 40 136:., 7.3 132.9 7.4 97 95 SC 12 10/21/14 Camino Junipero 50+75 0 2 40 136.5 7.3 . 130.2 9.9 :95. 95 SC 13 10/21/14 Camino iunipero51+50 .. 0 2 . 40 136.5 7.3 . 132.2 .9.6 97. 95 . SC. 14 10/21/14 Camino Jun ipero.52+50 . 0 : 2 :40 1365 7.3 '132.4 : 97 95.: SC 15 10/21:114 . Camino iunipero 53+30 ' ' 0 2 40.....136.5 ''73 1333 7.2 98 95 SC 16 10/22/14 Corte Claro. 1+00 0 4 50 1496 46 1424 64 95 95 SC 17 10/22/14 Corte 'Clam 2+00 ' . . . 0 4 50' 1.49.6 '416 145:3' 5.1: ':' 97 ;95 SG 18 10/22/14 Corte Claro 3+00, 0 4 50 1496 46 1441 50 96 95 SC 19 10/22/14 Corte CIaro4+00 0 4 50 1496 46 1444 53 97 95 SC 20 10/23/14 SitioConejo1+32 0 4 50 1496 46 1447 49 97 95 SG 21 10/23/14 SittoConejo2+00 0 4 50 1496 46 1422 59 95 95 SC 22 10/23/14 Sitio Conejo 2+40 0 4 50 1496 46 1424 5.5.. 95 95 SC 23 10/23/14 Paseo:Encino 1+001 , - . ' 0 ' 4 40 : 146.4 , 5.4 I401: 6.2: 96 ' 95 SC 24. 10/23/14 Paseo Encino 2+00 . '0 . 4 40 .146.4 .54 140.4 .. 6.6 ......96 ..95 SC 25 10/23/14 Paseo Encino 3+00 0 4 40 1464 54 1392 7.1 95 95 SC 26 11/03/14 Paseo Encino 4+00 . 0' 4 40 146A 5.4 '139.4 73 95 95 SC 27 11/03/14 Paseo Encino 5+00 . 0 4 40 146.4 5.4 :142.2 5.9 97 95 SC 28 11/03/14 Paseo Encino 6+00 . ' 0 4 '40 1464'' 5.4 ' :142.4 :5:5 97 95 SC 29 11/03/14 Paseo Encino 7+0O - - - 0 4 40 146.4 5.4 138.9 81' 95 95 SC 30 11/03/14' Paseo Encino 8+00 . . . '0 ' 4 40 ' 146.4 . 5.4 140.3 7.0 . , 96 95 Project No 61517-11-03 July 12; 2017 ..............................s...... TABLE I SUMMARY OF FIELD DENSITY TEST RESULTS Elev. Plus Field Field Field Req'd. or 3/4° Adj. Adj. Dry Moist. Rel. Re[. Depth Curve Rock MDD OMC Dens. Cont; Comp. Comp. Test No Date Location (fi) No (%) (pcf) (%) (pet) (%) (%) (%) SO 31 11/03/14 Paseo Encino 9+00 0 4 40 1464 54 1395 79 95 95 SO 32 11/03/14 Paseo Encino 9+50 .0 4: 40 146.4 5.4 140:8 6.9: :96 95 SO 3. 11/03/14 Paseo.Cristal 1+50. 0 .4 30. 143.3 .6.2 140.1 6.4: : 98 95 30 34 11,'03,'14 r,C1t4l 20 6 4 301 143.3 G;2 137.8 6.0 96 95 30 35 I l,03/14 I l,'0114 Pa. C1tLJ ISO . Pa.e. c;tpl.4 15 0 4 30 1413 6.2 137.4 7.2-9G 95 30 36 . 0 4 30 1413 . 61 130.5 . 6.5 97 95 30 37 .03117/I5 ,1 20 it mod, OMWD A:R04J 4.40 146.4 J. . :133.9 10.3 93 95 30 30 03/17/IS 20 ft tv ENO V09 fteen ftJ 0 4 40 1464 5.4 137.0 6.9 94 . 93 30 SG 39 40 0117,15 03/18/15 20 ft W He &M VVE) -Almen R4d CaminoMinero1+80 0 10 . 4 2 40 40 146.4 136.5 5.4 71 1301 131.1 G.i 10.1 94 96 . 95 95 SG 41 03/18/I5 Camino Minero 3+95 . . 0 2 40 :136.5 73 132:8 8.7 97 .95 SO 42 03/18/15 Camino Mineio 6+25 . 0 2 40 1365 7.3 131.9 8.1 .97 .95 30 SO 43 44 03/24/I5 03/24/15 20 It wid, yfOSitc 3M Ac R4J 12 63 20 ft wide of Mite SM Access Road 13+80 0 0 I 4 10 30 1 [7.9 143.3.. 13.3 6.2 105.9 117.1 23.3 1 6.1 90 96 90 95 SO 45 03/24/15 20 ft wide ofOffsite SM Access Road 15+00 0 4 40 1464 54 1394 55 95 95 SO 46 . 03/24/15 PaseoCristal 12+00 .0 4 40 146.4 54 140:8 . 6.3 .96 95 SO 47 03/24115 PaseoCristal 10+00 0 4 40 146.4 5.4. 1388 : 7.0 95 95 SO 48 03/26/15 20 ft wide ofOffsite SM Access Road 12+65 0 1 22: 122.6 .1,3:3. 116:7 15.5: . 95 . '95 SO 49 04/02/15 PaseoEncino 4+75 . 0 4 40 146.4 5.4 141:1 5.9 96 95 SO 50 04/02/15 Paseo Encino 6+25 0 4 40 1464 5.4 141.8 65 97 95 SO SI 04/02/I5 PaseO Encino 7+75 . . 0 4 40 146.4 5.4 140.1 6.1 96 95- 30 SO 52 53 04/02,15 04/02/15 9125 Camino Minero 1+50 0. . 0 4 4 .40 40 14614 1464 3.4 . 54 132.5 1389 9.4 80 91 95 . 95. 95 SO 54 07/30/I5 PaseoCristal 4+60 . 0 4 30 143.3 6.2 137.3 7.9 96 9 SO 55 07/30/15 Paseo.Cristal 3+30 '0 4 30 . 143.3 . 6.2 136:8 . 8.1 95 95 SO 56 07/30/I5 Paseo Cristal 1+95 0 4 30 143.3 6.2 138:0 7.7 96 95 SO 57 11/04/15 Corte Claro 4+00 0' 4 30 143:3 6.2 137.6 10.2 96 95 Project No. 01517-11-03 . . July 12, 2017 00000000000000000000.001*00000-0060-000000000000. TABLE I SUMMARY OF FIELD DENSITY TEST RESULTS • 'Elev. Plus Field Field Field Req'd,. or 3/4 Adj Adj. Dry Moist Rel.'Rel. Depth Curve Rock MDD OMC Dens. Cont.COmp. Comp. Test No Date Location No (%) (pci) (%) (pci) (%) %) (%) B 1 07/11/14 Camino Bello XG 3+40 0 8 0 1238 119 1171 118 95 95 B 2 07/15/14 Camino Bello XG 1+90 ' .0 8 0 123.8 11.9 120.8 , 11.3 .98 95 B 3 07/22/14 Camino Bello 2+25 0 8 0 .123.8 11 .9 1203 13.0 97 95 B 4 07/22/1 4, Paseo,Cristal 9+00 . . . .0 8 0 . :123.8 ,:1L9 120:9 11.5 ' 98 95 B' 5 07/22/14 Paseo Cristal 8+00 . 0. 8 '' 0 1238 ' 11.9 119.9 12.2 '97 95 B 6 07/22/14 Paseo Cristal 6+50 0 8 0 1238 '11 .9 1193 12.1: 96 95 .B 7 07/22/14 PásëoCristal'5'+00 , : Q. 8 .....0 1238 ' 11.9 '119.2 'j,20 96: 95• B 8 07/22/14 Camino Jun tpero40+05 0 8 0 1238 119 121.1 11 .7 98 95 B 9 07/22/14 CarninoJunipero47+50 0 8 0 1238 11 9 1185 122 96 95 B 10 07/22/14 Camino iuniper040+19 . 0 '8 0' 123.8 1L9 1201 '11.8 :97 ' .95 B II 08/01/14 Camino Junipero Patch Water Tie-in 46+90 ------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------ 0 '10 0 .138.7 6:4 136-.5 7.7 98 ' .95 .B 12 .08/16/14 Camino Bello 1+38 . 0 8 0 123.8 11.9 119.3 .1,3.2 .96 95 B 13 08/16/14 Camino Bello 1+43 0 8 0 123.8 11.9 119.2 13.5 96. 95. B 14 11/04/14 Camino Junipero.48+00 . 0 Il 0 144.9 7.1 .140.2 7.7 97. . 95 15 . 11/04/14 carnin0Jun1pero49+00 - . : 0 ' II 0 144.9' 7.1 •: '137.2 . 9 95 ' , 95.. B :16 11/04/14 CaminoJunipero50+00 ' ' 0 ''Il ' 0 144.9 '7;l 137:5 9.0'' 95 ' ' 95 B 17 11/04/14 Camino Junipero5l+00 0 II 0 1449 71 1392 86 96 95 B 18 11/06/14 Camino Junipero52+00 0 Il 0 1449 71 1395 88 96 95 B 19 11/06/14 Camino Junipero53+00 0 II 0 1449 71 1373 95 95 95 B 20 11/06/14 Corte Claro 1+00 0 II 0 1449 7.1 1386 9 1 96 95 B 21 11/06/14 Corte Claro 1+25 0 11 0 1449 71 1353 93 93 95 B 21 A 11/07/14 CoiteClaro 1+25 0 II 0 1449 71 1380 85 95 95 B 22 11/06/14 Corte Claro 2+00 0 II 0 1449 7.1 137 3 80 95 95 B 23 11/06/14. Corte,Claro 3+00 : , : .0 :11 0. ' 144.9 ' 7.1 • , l375 , . 8.4: 95 . • • 95 : B 24 11/07/14 CorteClaro4+I5 0 II 0 1449 71 1417 79 98 95 B 25 11/07/14 Sitio Conejo 1+50 0 Ii 0 1449 TI. 1395 83 96 95 B 26 11/07/14 SitioConejo 2+30 ' 0' II ' 0 1449 7.1 • 19.3 8.2 96 95 Project No. .G 1517-11-03 0 ' ' '. • July 12; 2017 .-..o.............................,......o....... TABLE SUMMARY OF FIELD DENSITY TEST RESULTS Elev. Plus Field Field Field Req d or 3/4" Adj. Adj. Dry Moist Rel Rel. Depth Curve Rock MDD OMC' Dens Cont.: Comp Comp. Test No Date I ocanon (fi) No (%) (pcfl t%) (pcf (%) No (%) B 31 ll,2,l4 PayCiutl 1120 0 11 0 1449 71 1421 79 98 95 B 32 Il,2,14 rpcu8j,,u4150 0 11 0 1449 71 1382 104 95 95 B 33. 11,25/14 .. .. 0 . .11 0 .144.9 '.7.1. 137.9 9.8.95 95 B 34 11,25,14 Pasco. CIIllVGlJ8 0 11 0 1449 71 1409 06 97 95 B 35 1 1,'26,'14 7150 0 II 0 144.9 7.1. 139.4 9.9 96 95 B 36 112614 Pasco E ce u8u0 0 p;. II 0 1449 71 1424 7 90 95 .B B 37 38 1L26,'14 03/30/15 . S :rC,,,9l50 Offsite Sewer Access Road 9+50 ' 0.' 12 ..0 '0 144.9 12119 ' 7:1 12.2 139.2 117.2 .3 13:1' 90 96 95' 95' B 39 03/30/15 Offsite Sewer Access Road 11+00 0 12 0 121.9 122 1160 124 95 95 B 40 03/30/15 Offsite'Sêw'erAccess Road 12+50 . '0 12' 0. 121.9 . 1212 11816: 12%.5 97 .95 B 41 03/36/15 Offsitè Sewer Access Road 14+00 0 , 12 0:' 121.9 1:2:2 116:9 13.0 , 96 95 B 42 03/30/15 Offsite Sewer Access Road 15+50 0 12 0 121.9 12.2 1(5.5 1.3.1 95 95 B 43 03/30/15 'Offsite Water Main Access Road 7+00 0 12 0 121.9 12.2 , 116.0 12.8 . 95 95, B 44 03/30/15 Offsite Water Main Access Road 5+50 0 12 0 121.9 12.2 .11:8.4 12A 97 95 B 45 03/30/15 Offsite Water Main Access Road 4+00 ' 0 ' 12 ,. Q 121.9 12.2 . '116.1 :1219 95 . 95' B :46 03/30/I5 Offsite'Water Main 'Access Road'2+50 ' ' , ' 0 '12. 0 ' ' 121.9 12:2, 11718' 12.4 97 ' '95 B 47 03/30/15 Offsite Water Main Access Road 1+50 0 12 0 1219 122 1155 128 95 95 B 48 04/06/15 Paseo'Cristall2+50 ' ' . ' 0 .12 0 ' 121.9 1212 11815.: 11.9 , 97 , :95 B 49 04/06/15 PaseoCristal 11+00 0 12 0 1219 122 1178 122 97 95 B 50 04/06/15 PaseoCristal9+80 0 12 0 1219 122 1193 118 98 95 B 51 04/06/15 CaminoMinero6+50 0 12 0 1219 122 :11.7.2 2 124 96 95 B 52 04/06/15 Camino Minero 5+00 0 12 0 (2(9 122 1169 12.1 96 95 B 53 04/06/15 Camino Minero 3+50 ' 0 .12 ' 0 121.9 ' 12.2 ' 116.7 11.9 96 . 95 B 54 04/06/I5 Camino Minero2+00. ' ' , .0 12 0 ., 121.9 '12.2, II 77, 11.61 97 95 B 55 04/06/I5. Paseo Encino 9+25 . ' . .. 0 . 12 0 .121.9 :1212 1(615. 12.0 ... 96 . B 56 04/06/15 Paseo Encino 7+75 0 12 0 1219 122 1195 114 98 95 'B 57 04/06/15 Paseo Encino 6+25 0 12 0 12119 12.2 117.9 11.9 97 95 B 58 04/06/15 Paseo Encino 4+75 0' 12 0 121.9. 12.2' '11:7.2 ' 12.4 96 . 95 B 59 04/21/15 PaseoCristaI6+20 0 17 0 1219 122 1184 126 97 95 B 60 04/22/15 PaseoCristal'6+60 ' 0 17. 0 12119 12.2 116.0 12:9 95 95' B 61 ' 07/31/15 Paseo.Cristal 4+10 '0 17 0 121.9 12.2 118.2 13.9.. ' 97 ' ' 95 ' Project No. G1517-Il-03 ' . S S , . . July 12, 2017 ....o...................................... TABLE SUMMARY OF FIELD DENSITY TEST RESULTS Elev Plus Field Field Field Req d or 3/4 Adj Adj. Dry Moist Rel Re 1: Depth Curve Rock MDD OMC Dens. cont: Comb. Comp. Test No Date Location No (%) (pci) (%) (pci) (%) (%) (%) B 62 07/31/15 PaseoCristal2+00 0 17 0 1219 122 1178 131 97 95 Project No G1517-11-03 July 12 2017 ...................................-a....... TABLE I SUMMARY OF FIELD DENSITY TEST RESULTS Field Reqd. Max. Field Rel. Rel. Sample Dens: Dens. Comp. Comp. Test No Date Location No (pci') (pci) (%) (%) AC 1 07/23/14 Paseo Cristal 9+00 ACI 15.3.2 1460 95 95 AC .2 07/23/14 Paséo:Cristal 8+00 AC 153.2 151:6 . .99 95 AC 3 07/23/14 . Paseo-Cristal 6+50. . . . AC 1. .153.2 . 1492 .. 97 .95 AC 4 07/23/14 Paseo Cristal 5+00 . . . ACt . 153.2 1490 . 97 95 AC 5 07/23/14 Camino Bell63+00 ' , ACt ' 1532 '148.7 '97' 95 AC 6 07/23/14 'CaminoJunipero47+50 ACt 153.2 .149.0 97 , 95 AC 7 07/23/14 Camino Bell'o2400 . ACI 153.2 148.2 ' 97 95 AC 8 08/01/14 Camino Juriipero Patch 46+90 AC2 1466 142.8 97 95 AC 9 08/27/14 Camino Junipero Patch XG 46+90 146.6 140.0 95 95 AC 10 11/12/14 Sitio Conejo 1+50 AC3 154.3 146:4 . 95 95 AC II 11/12114 Sitio Conejo 2+15 . AC3 154.3 149:2 97 .95 AC 12 11/12/14 SitioConejo2+75 AC3 . 154.3 . 147.0 95 95 AC 13 11/12/14 Corte Claro 4+:15 AC3 154.3 150.7 .98 . 95 AC 14 11/12/14 Corte Claro 3+00 . AC3 154.3 151.3 98 95 AC 15 11/12/14 CorteClaro2+00 AC3 1543 1487 96 95 'AC 16. 11/12/14 Corte Claro.l+00 . ------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------ ' AC3 ' 154.3 149.9 .97 ' 95 AC 17 11/12/14 Corte Claro:l+75 ' AC3 154.3 , 149.6 97 95 AC '18 11/12114 PaseoEnino 1+50 AC3 '154.3 . , 1481 . 96 95 AC 19 11/12/14 Paseo Encino 3+00 AC3 1543 1487 96 95 AC 20 11/12/14 Paseo Encino 4+00 AC3 . 154.3 , 147.2 95 95 AC 21 11/12/14 Camino Junipero 53+00 AC3 1543 1509 98 95 AC 22 11/12/14 Camino Junipero 5l+50 AC3 1543 1493 97 95 AC 23 11/12/14 Camino Junipero 50±00 . AC3 ' 154.3 , ' 150.5 ' . , 98 , 95 AC ' 24 11/12/14 Camino Junipero 48+75 . AC3 154.3 , 148:4 96 , 95 AC 25 11/12/14 Camino Junipero 48+20 , ' AC3. .154.3 , 150.1 '97 95 AC AC AC AC AC AC 26 12/11/14 Paseo Cristal 1+50 . ' ' ' AC4 ' ' 152.6 1452 ' ' 95 95 95 95 , 92 ' 92 27 12/11/14 PUSCO C1 2 25 ' AC4 I 22.6 ' 144.6 95 20 . 12,1 1,14 P113CO el 00 . AC4 122.6 147.7 97 29 ' 12/I 1,14 Puna C1tl4'00 30 31 ' 12/11/14 12/11/14 4 50 PaseuEminuSHO ' . ' AC4 , A64 152i6 152.6 ' 137.5 144.0 97 92 Project No. G1517-1 1-03 ' ' ' ' ' ' July 12,2017 ........................-......i....-'....... TABLE . SUMMARY OF FIELD DENSITY TEST RESULTS Field Rèq'd. Max. Field Rel. Rel. Test No Date Location Sample No Dens: (pcf) Dens, (pci) Comp. (%) Comp. (%) AC 32 12,11,14 Pasco Li,wy6I3j 7kC4 1526 1463 96 95 AC 33 12/11/14 r4u Cuiuiu 7150 PnIv.E.Meliv 8 i 50 .. . . .AC4 . 152.6 . 116.4 - 96 . 95 --- AC: .34 12,11/14 ..• . ... .... .7kC4 .152.6 •.... 145.5. ...... 95 .. .95 • AC AC 35 36 12,1 1,14 04/07/15 PdZ.IV E1161V 9 136 . Paseo Cristal 12+50 . 7kC4 . AC5 1152.6 1462 146 140.0 : 95 96 195 95 AC 37 04/07/15 Paseo Cristal 11+00 AC5 1462 1405 96 95 AC 38 04/07/15 Paseo Cristal 10+00 ACS 1462 1399 96 95 AC 39 04/07/15 Camino Minero 6+00 ACS 1462 1395 95 95 AC 40 04/07/15 Camino Minero 5+00 AC5 1462 1403 96 95 AC 41 04/07/15 Caminb Miñero 3+75 . ACS :146.2 1399 : . 96 95 AC 42 04/07/15 Camino Minero 2+50 .. . • AC5 : .146.2 139:1' . 95 :95 AC 43 04/07/15 Camino Minero 1+50 . . AC5 146.2. 139.4 95 95 AC 44 04/07/15 Paseo EncinO 9±00 . ACS 146.2 141.9 . 97. 95 AC 45 04/07/15 Paseo Encino 7+75 ACS 1462 1390 95 95 AC 46 04/07/15 Paseo Encino 6+50 . . . AC5 • . • 1462 : 140.2 . 96 95: AC 47 04/07/15 PaseoEncino 5+25 . . . AC5 146.2 • 1398 .96 95 AC 48 04/07/15 Paseo Encino 4+30 ACS 1462 141 3 97 95 AC 49 04/23115 Paseo Encino 6+10 AC5 1462 1399 96 95 AC 50 04/23/15 Paseo Encino 6+65 ACS 1462 1404 96 95 AC 51 07/31/15 Paseo Cristal 2+55 AC6 147.1 144.5 98 95 AC 52 07/31/15 Paseo Cristal 4+35 AC6 147.1: :143.9 98 95 AC 53 07/31/15 Paseo Cristal 3+90 AC6 147 I 1444 98 95 AC 54 07/31/15 Paseo Cristal 1+75 AC6 147.1 1449 99 95 AC 55 11/09/15 CortelClaro.4+00 • . ., . • . 1 • AC6, . : 147.1 : . 1407: : : 96 : 95 : AC 56 11/09/15 CorteClaro4+00 AC6 1471 1399 95 95 AC 57 11/09/15 Corte Claro 4+00 AC6 '147.1 1401 95 95 AC 58 11/09/15 Corte CIaro4+00 AC6 147.1 141.3 96 95 AC 59 07/05/17 Paseo Cristal.9+30 AC7 146.4 139.4 95 95' AC 60 07/05/17 Paseo CristallO+59 AC7 146.4' • 143.3 . 98 95 . AC 61 07/05/17 Paseo CristaIl 1+39 AC7 1464 140.9, . 96 . 95 • -------------. AC 62 07/05/17 Paseo.Cristal 12+28 AC7 146.4 139.1 95 95 Project No. G1517-11-03 . . . . . July 12; 2017 ..........••..•..s........•.....s.I.•s.... TABLE I SUMMARY OF FIELD DENSITY TEST RESULTS •.. ... . Field Reqd Max. Field Rel. Rel. Sample Dens: Dens Comp. Comp. Test No Date Location No (pct) (pcf) (%) (%) AC 63 07/05117 Paseo Cristal 2+52 AC7 1464 1403 96 95 AC 64 07/05/17 Camino Minero6+54' . . . .AC7 146.4 '' 1392 95 . . 95 AC 65 07/05/17 Camino Minero 5+75 AC7 1464 141 9 97 95 AC 66 07/05/17 CaminoMinero4+20 . . AC7 ''146A . . ,. 1404 '' 96 95 AC 67 07/05/17 Camino Min'éro2+50 AC7 1464 139.9 96 . 95' AC 68 07/05/17 Paseo Encino 9+00 AC7 146.4 : 138.9 '95 95 AC 69 07/05/17 Sitio Conejo' i:+0 .AC7 1464' 139.2 95. . 95 AC 70 07/05/17 Sitio Conejo 5+05 AC7 1464 1404 96 95 AC 71 07/05/17 Corte Clam 3+70 AC7 1464 141.0 96 95 AC 72 07/05/17 CorteCIaro2+60 AG'7 1464 1447 99 95 AC 73. 07/05/17 CorteClaro 1+67 AC7 ' .146.4 140:6 ' 96 :95. AC 74 07/05/17: Paseo Encino/Corte ClaroI+30 AC7 146.4 . 144.1 98 95 AC 75 07/05/17 .Paseo Encino 2+50 AC7 146.4 143.3 .98 95.' AC 76 07/05/17 Paseo Encino 3+25 AC7 1464 141.2 96 95 AC' 77 .07/05/17 ca'minoiuniperO.52+50 , , , AC7 . 146.4 , 144.4 99 95. ' AC 78 07/05117. Camiiio Junipero 51+60 ' . . ,c7 146.4 140,6' .' 96 95 AC 79 07/05/17 Camino Junipero 50+50 AC7 1464 1398 95 95 AC 80 07/05/17 Camino Junipero49+90 AC7 1464 1406 96 95 AC 81 07/05/17 Camino Junipero49+00 . AC7 146.4 1429 '98 ' 95, AC 82 07/05/17 Camino Junipero 47+00 AC7 1464 141.7 97 95 AC 83 07/05/17 Camino Bello 1+67 AC7 1464 143.6 98 95 AC 84 07/05/17 Camino Bello -3:1-24 ' . . . ., AC7 . . 1464 ' ' :142.2 '' 97 . . AC 85 07/05/17 Camino Bello 2+84 AC7 1464 14091. 96 95 AC 86 07/06/17 PaseoCristal 8+62 .AC8 . 145.9 . 142.5. 98 95 AC 87 07/06/17 Paseo Cristal 7+20 AC8 1459 1442 99 95 AC 88 07/06/17 Paseo Cristal 5+33 . AC8 ' 145.9 ' ' 1408 ' . 97 . 95 AC 89 07/06/17 Pasco Cristal'4+15 AC8 ' 1459 144.9 99 95 AC 90 07/06/17 Paseo CristalT2+75 AC8 ' 145.9 .142.1 ' 97 95'' AC 91 '07/06/17 PaseoCristal'I+75 . AC8 1459 141.3 97 95 AC 92 07/06/17 Paseo Encino 7+25 ' AC8 ' 1459 142.2 ' ' 97 95. AC 93 07/06/17 Paseo Encino 6+10 AC8 1459 1407 96 95 .' July 12;.2017 Project No. .G117-1l-0'3 . .. '.' ' :" ó••s.i•••i•ss•sàis•s•s•.i•••ss•isss•••ôs•. - . . . TABLE SUMMARY OF FIELD DENSITY TEST RESULTS • : • • Field Req4.. Max Field Ret Ret Sample Dens: Dens. - Comp. Comp. Test No Date Location No (pcf) (pcf) (%) (%) AC 94 07/06/17 Paseo Encino 4+75 ACS 1459 1449 99 95 AC 95 07/06/17 Paseo Encino3+50 AC8 1459 1455 100 95 AC 96 07/06/17 Camino Junipero 53+10 AC8 145.9 143.3. 98 95 AC 97 07/06/17- Camino Junipero 52+10- • -, ACS .- :145.9 •:: 142:,7' • '.98 95 AC 98 07/06/17 Camino Junipero 51+20 '- AC8 1459 --141.8 :. 97.. 95'.. AC 99 07/06/17 Camino Junipero 50+20 AC8 1459 .143.6 98 95 AC 00 07/06/17 Camino Juni Pero 49+20 AC8 1459 1445 99 95 AC 101 07/06/17 Camino Jun ipero 47+80 AC8 1459 1415 97 95 AC 102 07/06/17 Camino Junipero 471+00 AC8 1459 143.9 99 95 ........................................... TABLE! EXPLANATION OF CODED TERMS -TEST SUFFIX A, B, C Retest of previous density test failure, following moisture conditioning and/or recompaction - STRIKE-OUT .. :. Fill in area of density test failure was removed and replaced with properly compacted fill soil PREFIX CODE DESIGNATION FOR TEST NUMBERS AC - ASPHALT CONCRETE B - BASE CG -'CURB AND GUTTER DW - DRIVEWAY IT. - 1RREGATION JT: - JOINT TRENCH OW - OFFSITE WATER MAIN RG - REGRADE RWM RECLAIMED WATER MAIN SD STORM DRAIN SO - SUBGRADE SL SEWER LATERAL SM - SEWER MAIN SW - SIDEWALK . . WB..- WALL..BACKFILL WL - WATER LATERAL WM. - WATER MAIN -CURVE NO. Corresponds to curve numbers listed in the summary of laboratory maximum dry, density and optimum moisture content test results table for selected fill soil samples encountered during testing and observation - ROCK CORRECTION . . . For density tests with rock percentage greater than zero, laboratory maximum dry density and optimum moisture content were adjusted for rock - content For tests with rock content equal to zero"laboratory maximum Ary density and optimum moisture content values are unadjusted -TYPEOF TEST H .• . . . Sc: Sand Cone Test (ASTM D 1556) . . .. .' . . . . NU:: Nuclear Density Test .(ASTM D.6938) . . .. . . . .. •:. :. , . 01: Other . . . . . . . .. / -ELEVATION/DEPTH Test elevations/depths have been rounded to the nearest whole, foot. . Project No G 1517 II 03 July 12, 2017 TABLE II SUMMARY OF LABORATORY MAXIMUM DRY DENSITY AND 'OPTIMUM MOISTURECONTENT TEST RESULTS :ASTM D 1557 Maximum Optimum Sample No Description Dry Density Moisture Content (pci) . (% dry weight) 1 Olive brown, Silty CLAY; some fine to coarse gravel 114.3 16.9 .2 :, Reddish brown, Sandy CLAY . .' .123.5. 11.8 Grayish brown, Clayey, fine tocoSrse SAND with gravel 1208 13 8 and cobble . . .. Dark reddish .brown,.fine to coarse Sandy GRAVEL with 1349 8.6 clay and cobble . Very, dark olive gray, Silty fine to coarse SAND trace 141 8 7.2. gravel (Import) .8 Base (Import) . . . 123.8 11.9 1 10 Base (Import) . : . . . 138.7 6.4 11 . Base (On-Site Cruher) 144.9 7.1 - .12 Base (Import) . 121.9 12.2 17 Base (Import) . 121.9 . 12.2 18 Yellowish brown fine to coarse SAND with gravel 1313 84 (Import Shading Sand) . 19 Yellowish brown, fine to coarse .SAND; with gravel 130.8 8.8 (Import Shading Sand) TABLE III . . SUMMARY OF LABORATORY TEST RESULTS. FOR ASPHALT CONCRETE THEORETICAL MAXIMUM AND HVEEM DENSITY ASTMD2O4I,D2726 AND bi56ó AC No. Test . 2015 Greenbook Specifications , . Stability . . Aggregate Size (inch) Hveem . . Maximum . . Density (pci) Theoretical . Maximum . Density .(pcf) . . Percent Air Voids . Stability AC-1 153.2 157.9 3 40 ?35 AC-2 146.6 - - . -. . - = . . 235 AC-3 3/4 154.3 158.8 3 . 35 235 AC-4 ' 3/4 152.6 . 156.7 3 35 235 AC-5 146.2 151.8 4 45 235 AC-6 147.1 152.9 4 41 >35 AC-7 i/3 146.4 ; . 152.6 4 46 . >35 A0-8 1/2 145.9 152.3 4 . 38 235 Project No. G 1517-11-03 July 12, 2017 I. S .5 :. • . . . . . :TABLE IV .:'.:.. . SUMMARY OF LABORATORY ASPHALT CONCRETE GRADATION . AND ASPHALT CONTENT TEST RESULTS...: ASTM .0 136 AND D 6307 5 5 5 3/4-Inch Aggregate Greenbook . . . . : . . Test Type Section 203-6.5.4 (A) AC-1 AC3 . AC-4 :AC5 . AC-6 Specifications Class ' ______ ________ ____ B2. Sieve Analysis . . S.. ASTM C 136 . % Passing . . . % Passing (sieve size) 1 inch 100 . 100 100 100 100 100 3/ inch 98 100 100 97 98 87-100 % inch :69 67 70 68 . '. 69 .50-80 No. 4 42 42 44 46 44 30-60 No. 8 30 30 32 33 33 22-44 No. 30 : 17 17 , 17 :17 19 .8-26 . . . 3 '3 . : _. 5 . _..: :1-8 No. -200 ...4 OilContent (0)$ ASTM D6307 . 5.1 5.7 : . 6.0 5.9 6.0 4.6-6.0 '/2-Inèh Aggregate 'Greenbook Test Type Section 400-4.3 . Sample . Sample Specifications No. AC-7 No. AC-S Type III Class C3. Sieve Analysis : ASTM C 136 (siëvC size) 0 , /o passing 0 , /o passing 3/i inch 100 100 . 100 V2 inch 98 96 89-100 % inch: 89 83 74-100 No. 4 65 55 50-78 No. 8 45 37 5 .' ' 32-60 No. 30 : 23 19 14-38 No. 200 ' . 6 5 ' . 210 Oil Content (%)* ASTM D6307 5.9 5.0 . 4.6-7.0 5 Greenbook refers to as "Asphalt S Project No. 01517-11-03 5 • July 12, 2017 S S S 5. *3reenbook refers to as "Asphalt Binder %." S .5 . .. .. TABLE .. SUMMARY OF LABORATORY ASPHALT CONCRETE :ATIO1'1 AND ASPHALT CONTENT TEST RESULTS . . . ' ASTM C. 136 AND 06307 '• 5 S '