Loading...
HomeMy WebLinkAbout3416; AVENIDA ENCINAS EXTENSION; IN PLACE DENSITY TESTING; 1995-03-13_VJ k"KLE1N FELDER March 13, 1995 Project No. 51-1791-00-014 ¶1 E[ 23 19951 CITY OF Mr. Richard E. Cook Principal Construction Inspector City of Carlsbad Engineering Department 2075 Las Palfnas Drive Carlsbad, California 92009-4859 Subject: Report of In-Place Density Testing Project: Avenida Encinas Contract No. 3416 Carlsbad, California Dear Mr. Cook: In accordance with your authorization we have performed in-place density testing services associated with slope construction, roadway construction and storm drain installation for the Avenida Encinas Extension construction project in Carlsbad, California. The scope of our services consisted of in-place density testing of fill sections, subgrade, aggregate base, asphalt paving and trench backfill; laboratory tests for moisture-density curves of the fill, backfill, subgrade, and aggregate base; laboratory tests for maximum density of asphaltic concrete; and preparation of this summary of test results. In-place density testing was performed on a part-time, "as-called" basis at the direction of the City's Inspector. Our services were performed from August 4, 1994 through October 17, 1994. The maximum dry density and optimum moisture content of samples of fill, backfill, subgrade, and base materials were evaluated in our laboratory in general accordance with ASTM test procedure D 1557. The maximum density of asphaltic concrete was evaluated in our laboratory in accordance with Cal Trans test methods 304 and 308. The results of the tests are presented in Table 1 entitled "Maximum Density Test Results." In-place density tests of materials were performed in general accordance with ASTM test procedure D 1556 (sand cone method), ASTM D 2922 and ASTM D 3017 (in-place density and in-place moisture content, respectively). The results of these tests at the specified location tested are presented in Table 2 entitled "Compaction Test Summary." 53DCT195.WRD Copyright 1995 Kleinfelder, Inc. Page 1 of 2 51-1791-00-014 KLEINFELDER 9555 Chesapeake Drive, Suite 101, San Diego, CA 92123 (619) 541-1145 Testing was performed at the direction of the City of Carlsbad Inspector, and results of the in-place density tests were generally reported to the Inspector in the field at the time of testing. Our tests were provided on a part-time basis. Therefore, we cannot comment that all materials have been placed and compacted in accordance with the project specifications. Our services have been performed in accordance with the generally accepted testing practices that exist in the Carlsbad area at this time. No warranty, express or implied, is made. We appreciate the opportunity to be of service. If you have any questions or need additional information, please contact the undersigned. Sincerely, KLEINFELDER, INC. C— —>a-- Ronald C. Thomson Operations Manager RCT/ded 53DCT195.WRD Copyright 1995 Kleinfelder, Inc. Page 2 of 2 51-1791-00-014 KLEINFELDER 9555 Chesapeake Drive, Suite 101, San Diego, CA 92123 (619) 541-1145 I9 K I El N FE ID ER TABLE 1 MAXIMUM DRY DENSITY TEST RESULTS (LABORATORY AND FIELD) Project Name: Avenida Enemas Project #51-1791-00-014 Number.. :..:.. Description :• OptimumMoistüre content (Percent of Dry.Weight Maximum Déhsitypc• Dry I Brown Silty SAND 9.5 127.1 2 Brown Clayey SAND 11.0 124.5 3 Dark Gray Brown Sandy CLAY 13.0 119.7 4 Brownish Gray Sandy CLAY 13.0 120.1 Olive Brown Silty SAND (Import) 11.9 122.8 6 Yellow Silty SAND (Import) 10.0 126.1 7 AC & ABC Grindings 7.5 138.3 8 Existing ABC 6.8 140.2 9 Brown Well Graded GRAVEL 6.9 141.0 10 3/4" A. C. - AR 4000 (CCAC) -. 146.0 11 1/2" A.C. - AR 4000 (CCAC) -- 142.9 53DCT195.WRD Copyright 1995 Kleinfelder, Inc. 51-1791-00-014 OOMPACTIONTESTSUMMAR IIIKLEINFELDER PROJECT NAME: Avenida Encinas PROJECT # 51-1791-00-014 DATE TEST NO TEST OF NO LOCATION ELEV (FT) DENSITY . ... (PCF) ...CONT (%) COMP (%) SOIL TYPE TESTED BY NO REMARKS 8/4 1 AVE. ENCINAS STATION 40+80 VS. OF CENTER LINE FSG' 114.5 10.6 90 1 117 FAIL 8/4 2 AVE. ENCINAS STA. 40+50 8'S. OF CENTER LINE FSG 113.8 10.1 90 1 117 FAIL 8/4 3 AVE. ENCINAS STA. 41+953' N OF CENTER LINE FSG 113.3 9.6 89 1 67 FAIL 8/4 4 AVE. ENCINAS STATION 42+00 TS. OF CENTER LINE FSG 110.4 7.6 87 1 67 FAIL 8/4 5 AVE. ENCINAS STATION 43+00 FSG 113.5 10.1 89 1 99 FAIL 8/4 6 FILL SLOPE 57+00 45 104.2 19.8 87 3 12 FAIL 8/5 7 FILL SLOPE 57+00 45 100.9 19.1 84 4 12 FAIL 8/5 8 FILL SLOPE 57+00 45 104.2 19.8 87 4 12 FAIL 8/5 9 FILL SLOPE 59+00 37 110.5 95 89 2 11 FAIL 8/8 10 FILL SLOPE 6O+20 38 116.2 11.2 93 2 PASS 8/8 11 9 FILL SLOPE 59+00 37 113.4 11.1 91 2 PASS 8/8 12 6,7,8 FILL SLOPE 57+00 45 107.7 16.5 90 3 PASS 8/8 13 GEOGRID REINFORCED SLOPE 58+50 26 109.4 13.1 89 5 14 FAIL 8/8 14 13 GEOGRID REINFORCED SLOPE 58+50 26 108.8 13.5 89 5 15 FAIL 8/8 15 14 GEOGRID REINFORCED SLOPE 58+50 26 112.0 13.0 91 5 PASS 8/8 16 FILL SLOPE 60+00 40 114.3 10.5 92 2 PASS 8/8 17 FILL SLOPE 59+20 40 119.3 11.4 94 1 PASS 8/8 18 FILL SLOPE 6O+80 40 118.8 10.9 93 1 PASS 8/8 19 GEOGRID REINFORCED SLOPE 58+50 27 111.2 13.3 91 5 PASS 8/8 20 GEOGRID REINFORCED SLOPE 58+50 28 112.4 9.2 92 5 PASS 8/8 21 GEOGRID REINFORCED SLOPE 58+50 N. END 20 107.3 9.8 87 5 22 FAIL 8/8 22 21 GEOGRID REINFORCED SLOPE 58+50 N. END 28 112.2 10.2 91 5 PASS 8/8 23 FILL SLOPE 60+70 42 114.8 11.1 92 2 PASS 8/8 24 FILL SLOPE 60+70 42 116.2 10.9 93 2 PASS 'FSG = Finished Subgrade Accepted engineering and testing procedures were used for these tests. The above data are presented for information purposes only. In the absence of continuous observation by our personnel at the site, we cannot express an opinion as to the adequacy of site preparation or overall site compaction. We do not undertake the guarantee of construction, nor do we relieve the contractor of his responsibility to produce a completed project conforming to the project plans and specifications. 53DCT195.WRD Copyright 1995 Kleinfelder, Inc. Page 1 of 9 51-1791-00-014 COMPACTION TEST SUMMAR' I9 KLEIN FE IDE R PROJECT NAME: Avenida Encinas PROJECT# 51-1791-00-014 • 1IVI.OIS.l: RE. TEST TEST ELEV DENSITY CONT COMP SOIL TESTED DATE NO OF NO LOCATION (Fr) (PCF) (%) (%) TYPE BY NO REMARKS 8/8 25 GEOGRID REINFORCED SLOPE 29 117.1 13.0 93 6 PASS 58+50 8/8 26 GEOGRID REINFORCED SLOPE 30 102.8 8.8 81 1 27 FAIL 58+50 8/9 27 26 GEOGRID REINFORCED SLOPE 30 97.2 10.5 77 1 28 FAIL 58+50 8/9 28 27 GEOGRID REINFORCED SLOPE 30 113.4 10.7 91 2 PASS 58+50 8/9 29 GEOGRID REINFORCED SLOPE 31 117.0 13.0 92 1 PASS 58+50 8/9 30 GEOGRID REINFORCED SLOPE 32 115.1 12.1 91 6 PASS 58+50 8/10 31 GEOGRID REINFORCED SLOPE 33 115.5 11.8 92 6 PASS 58+50 8/10 32 AVENIDA ENCINAS E. CHOKER 58 110.2 13.8 90 5 PASS 56+50 8/10 33 AVENIDA ENCINAS E. CHOKER 58 110.3 13.7 90 5 PASS 54+50 8/10 34 AVENIDA ENCINAS E. CHOKER 57 111.3 14.0 91 5 PASS 52+30 8/10 35 AVENIDA ENCINAS E. CHOKER 57 111.9 12.9 91 5 PASS 54+00 8/10 36 AVENIDA ENCINAS E. CHOKER 58 110.5 13.1 90 5 PASS 52+00 8/10 37 GEOGRID REINFORCED SLOPE 35 111.5 14.0 91 5 PASS 58+50 8/10 38 GEOGRID REINFORCED SLOPE 35 112.7 13.8 92 5 PASS 58+50 8/10 39 GEOGRID REINFORCED SLOPE 39 112.2 13.2 91 5 PASS 58+50 8/11 40 AVENIDA ENCINAS, GAS LINE 43 112.6 12.0 92 5 PASS SLOPE BUTTRESS @ STA Sandcone) 58+50 8/11 41 AVENIDA ENCINAS, WEST 43 118.4 11.4 94 6 PASS SLOPE AREA, STA 57+75 8/11 42 GEOGRID SLOPE 45 110.2 12.9 90 5 PASS REINFORCEMENT 8/11 43 FILL SLOPE W. OF 57+00 45 116.0 11.7 92 6 PASS 8/11 44 FILL SLOPE W. OF 50+00 47 114.9 11.4 91 6 PASS 8/11 5545 55 GEOGRID SLOPE 47 114.0 10.9 90 6 PASS REINFORCEMENT 58+50 8/11 46 FS © 55+00 48 115.8 11.8 92 6 PASS 8/12 F47 FS @55+50 48 115.3 12.1 91 6 PASS Accepted engineering and testing procedures were used for these tests. The above data are presented for information purposes only. In the absence of continuous observation by our personnel at the site, we cannot express an opinion as to the adequacy of site preparation or overall site compaction. We do not undertaKe the guarantee of construction, nor do we relieve the contractor of his responsibility to produce a completed project conforming to the project plans and specifications. 53DCT195.WRD Copyright 1995 Kleinfelder, Inc. Page 2 of 9 51-1791-00-014 COMPACTION TEST SUMMARY IUKLEINF[LDER PROJECT NAME: Avenida Encinas PROJECT# 51-1791-00-014 DATE TEST NO TEST OF NO LOCATION ELEV (FT) DENSITY (PCF) CONT (%) COMP (%) SOIL TYPE TESTED BY NO REMARKS 8/12 48 GEOGRID SLOPE REINFORCEMENT 58+50 49 114.5 11.8 91 6 PASS 8/12 49 FS@55+50 50 117.0 11.1 93 6 PASS 8/12 50 FS@60+00 48 116.3 11.1 92 6 PASS 8/12 51 GEOGRID SLOPE REINFORCEMENT @ 58+50 51 113.9 11.3 90 6 PASS 8/12 52 FS@55+70 52 115.6 11.0 92 6 PASS 8/15 53 55FS@55+00 54 113.4 12.1 90 6 PASS 8/15 54 FS@57+50 53 116.9 12.1 93 6 PASS 8/15 55 FS @55+30 56 114.2 13.0 91 6 PASS 8/15 56 FS @5775 54 114.9 11.4 91 6 PASS 8/15 57 E. SIDE CHOKER @ 66+00 34 112.9 11.8 90 6 PASS 8/15 58 E. SIDE OF CHOKER @ 69+00 32 116.3 12.5 92 6 PASS 8/15 59 W. SIDE CHOKER @ 68+00 33 113.5 11.3 90 6 PASS 8/15 60 WEST SIDE CHOKER @72+00 36 113.11 12.3 90 6 PASS 8/15 61 WEST SIDE CHOKER © 63+00 40 115.5 12.0 92 6 PASS 8/15 62 50+805' E. OF CENTER LINE FSG 117.8 11.3 96 5 PASS 8/16 63 53+007W OF CENTER LINE FSG 116.2 12.6 95 5 PASS 8/16 64 49+50 1'W. OF CENTER LINE FSG 118.2 8.9 95 2 PASS 8/16 65 47+00 3W. OF CENTER LINE FSG 120.3 9.0 95 1 PASS 8/16 66 44+50 4'N OF CENTER LINE FSG 122.4 8.7 96 1 PASS 8/16 67 3,4 42+00 1'N OF CENTER LINE FSG 120.3 7.3 95 1 PASS 8/16 68 61+50 5'W OF CENTER LINE FSG 119.3 10.9 95 6 PASS 8/16 69 AVENIDA ENCINAS 63+5015W OF CENTER LINE FSG 123.9 8.9 98 6 PASS 8/18 70 AVENIDA ENCINAS 65+00 CENTER LINE FSG 115.2 14.7 91 1 71 FAIL 8/18 71 70 61+50 CENTER LINE FSG 123.6 6.3 97 1 PASS 8/18 72 AVENIDA ENCINAS 65+00 20'E FSG 134.7 5.1 96 8 PASS 8/18 73 AVENIDA ENCINAS 67+007' E FSG 134.0 4.4 96 8 PASS 8/18 74 AVENIDA ENCINAS 69+0015'W FSG 123.2 8.8 98 1 PASS 8/18 75 AVENIDA ENCINAS 70+00 18W FSG 115.4 10.5 95 6 PASS 8/31 76 AVENIDA ENCINAS STA6S+75 STORM DRAIN 23 117.8 14.3 95 2 PASS 8/31 77 AVENIDA ENCINAS STA 66+75 STORM DRAIN 25 113.8 15.5 92 5 PASS Accepted engineering and testing procedures were used for these tests. The above data are presented for information purposes only. In the absence of continuous observation by our personnel at the site, we cannot express an opinion as to the adequacy of site preparation or overall site compaction. We do not undertake the guarantee of construction, nor do we relieve the contractor of his responsibility to produce a completed project conforming to the project plans and specifications. 53DCT195.WRD Copyright 1995 Kleinfelder, Inc. Page 3 of 9 51-1791-00-014 COMPACTION TEST SUMMAR IUKLEINFELDER PROJECT NAME: Avenida Encinas PROJECT # 51-1791-00-014 I TEST TEST ELEV DENSITY CONT COMP SOIL TESTED DATE NO OF NO LOCATION (Fl) (PCF) (%) (%) TYPE BY NO REMARKS 8/31 78 AVENIDA ENCINAS STA 69+65 FSG 116.6 8.8 95 5 PASS JOINT UTILITY. 8/31 79 AVENIDA ENCINAS STA 66+75 FSG 1125 8.7 90 2 PASS2 JOINT UTILITY. 8/31 80 AVENIDA ENCINAS STA 66+75 27 121.3 10.1 95 1 PASS STORM DRAIN 8/31 81 AVENIDA ENCINAS STA 60+10 FSG 116.5 8.9 94 2 PASS2 JOINT UTILITY 8/31 82 AVENIDA ENCINAS 62+00 JOINT FSG 117.9 8.3 96 5 PASS UTILITY. 8/31 83 AVENIDA ENCINAS STA 66+75 FSG 113.5 9.4 92 5 PASS2 STORM DRAIN 8/31 84 AVENIDA ENCINAS STA 66+75 30 117.7 13.8 95 2 PASS STORM DRAIN 8/31 85 AVENIDA ENCINAS 66+75 27 116.2 12.1 93 2 PASS STORM DRAIN 8/31 86 AVENIDA ENCINAS STA 66+75 FSG 118.5 12.8 95 2 PASS STORM DRAIN 9/1 87 AVENIDA ENCINAS STA 67+20 26 112.7 14.8 91 2 PASS STORM DRAIN 9/1 88 AVENIDA ENCINAS STA 67+30 30 114.2 13.9 92 2 PASS STORM DRAIN 9/2 89 AVENIDA ENCINAS STA 68+10 FSG 115.8 11.2 93 2 PASS2 STORM DRAIN 9/2 90 AVENIDA ENCINAS STA 50+25 -1 117.6 12.0 93 1 PASS STORM DRAIN 9/2 91 AVENIDA ENCINAS STA 51+00 -1.5 111.8 13.7 90 2 PASS STORM DRAIN 9/2 92 AVENIDA ENCINAS STA 52+00 -2.0 115.4 11.8 91 1 PASS STORM DRAIN 9/9 93 AVENIDA ENCINAS STORM -6.0 114.7 10.2 91 6 PASS DRAIN @ 67+60 9/9 94 AVENIDA ENCINAS STORM -3 114.0 10.8 90 6 PASS DRAIN @67+70 9/9 95 AVENIDA ENCINAS STORM FSG 114.9 10.1 91 6 PASS DRAIN @67+65 9/12 96 AVENIDA ENCINAS STORM -2 108.2 14.7 90 3 PASS DRAIN HEADWALL © 52+46 9/12 97 AVENIDA ENCINAS HEADWALL FSG 108.4 12.9 90 3 PASS @ 49+63 2 Accepted by City Inspector Accepted engineering and testing procedures were used for these tests. The above data are presented for information purposes only. In the absence of continuous observation by our personnel at the site, we cannot express an opinion as to the adequacy of site preparation or overall site compaction. We do not undertake the guarantee of construction, nor do we relieve the contractor of his responsibility to produce a completed project conforming to the project plans and specifications. 53DCT195.WRD Copyright 1995 Kleinfelder, Inc. Page 4 of 9 51-1791-00-014 COMPACTION TEST SUMMAR' I9 KLEIN FE ID ER PROJECT NAME: Avenida Encinas PROJECT# 51-1791-00-014 DATE TEST NO TEST OF NO LOCATION EL.EV (FT) DENSITY (PCF) lVl.CIS. CONT (%) COMP (%) SOiL TYPE TESTED BY NO REMARKS 9/14 98 AVENIDA ENCINAS 41+302'S FSG 118.8 6.9 93 1 PASS 9/14 99 5 AVENIDA ENCINAS 43+50 6'N FSG 119.0 7.9 94 1 PASS 9/14 100 AVENIDA ENCINAS 45+50 FSG 117.6 7.6 93 1 PASS 9/14 101 AVENIDA ENCINAS 47+50 FSG 113.9 8.4 94 3 PASS 9/14 102 AVENIDA ENCINAS 49+50 FSG 109.6 11.5 92 3 PASS 9/14 103 AVENIDA ENCINAS 52+50 FSG 116.9 8.1 93 6 PASS 9/14 104 AVENIDA ENCINAS 55+502W OF CENTER LINE FSG 124.6 5.0 98 1 PASS 9/14 105 AVENIDA ENCINAS 57+504W CENTERLINE FSG 125.5 9.7 99 1 PASS 9/14 106 AVENIDA ENCINAS 60+008' W CENTERLINE FSG 122.7 5.5 97 6 PASS 9/14 107 AVENIDA ENCINAS 67+003' E CENTER LINE FSG 120.6 8.7 96 6 PASS 9/14 108 AVENIDA ENCINAS 64+00 1' W CENTERLINE FSG 122.0 8.6 97 6 PASS 9/14 109 AVENIDA ENCINAS 66+00 WE CENTER LINE FSG 120.0 8.7 95 6 PASS 9/14 110 AVENIDA ENCINAS 68+004Wcl FSG 121.4 8.5 96 6 PASS 9/14 111 AVENIDA ENCINAS 70+0012W CENTER LINE FSG 121.6 8.3 96 6 PASS 9/14 112 AVENIDA ENCINAS 52+50 FSG 115.8 9.0 92 6 PASS 9/14 113 AVENIDA ENCINAS 49+50 FSG 111.0 11.0 92.7 3 PASS 9/14 114 AVENIDA ENCINAS 47+50 FSG 109.9 9.5 92 3 PASS 9/14 115 AVENIDA ENCINAS 45+50 FSG 118.0 7.4 93 1 PASS 9/14 116 AVENIDA ENCINAS 43+60 FSG 117.7 7.6 92.6 1 PASS 9/14 117 1,2 AVENIDA ENCINAS 41+30 FSG 118.6 7.0 93.3 1 PASS 9/14 118 AVENIDA ENCINAS STORM DRAIN 68+08 -7 120.7 8.2 96 6 PASS 9/14 119 AVENIDA ENCINAS STORM DRAIN 68+08 -6 119.4 9.7 96 6 PASS 9/14 120 AVENIDA ENCINAS STORM DRAIN 68+08 -5 .118.8 8.6 95 6 PASS 9/26 121 AVENIDA ENCINAS @ STA 40+65 FBG 43 126.5 4.3 90 9 PASS 9/26 122 AVENIDA ENCINAS 41+90 FBG-4 131.0 4.4 j 93 9 PASS 9/26 123 AVENIDA ENCINAS 43+10 FBG -4 130.1 3.3 92 9 PASS Finished Base Grade Accepted engineering and testing procedures were used for these tests. The above data are presented for information purposes only. In the absence of continuous observation by our personnel at the site, we cannot express an opinion as to the adequacy of site preparation or overall site compaction. We do not undertake the guarantee of construction, nor do we relieve the contractor of his responsibility to produce a completed project conforming to the project plans and specifications. 53DCT195.WRD Copyright 1995 Kleinfelder, Inc. Page of 9 51-1791-00-014 COMPACTION TEST SUMMAR' I9 KLEIN FELDER PROJECT NAME: Avenida Encinas PROJECT# 51-1791-00-014 • DATE . .: TEST : NO.:. . RE- TEST WWI . . . . ... .'. . . LOCATION . . ELEV. (FT).•. DRY DENSITY (PCF) MOIST.. cONT. (%) REL. COMP. ::(%) SOIL TYPE RE-. : TESTED BY NO. REMARKS 9/26 124 AVENIDA ENCINAS 45+30 FBG -4 134.5 4.8 95 9 PASS 9/26 125 AVENIDA ENCINAS 46+60 FBG -4 130.0 5.3 92 9 PASS 9/26 126 AVENIDA ENCINAS 47+50 FBG -4 128.8 4.4 91 9 PASS 9/26 127 AVENIDA ENCINAS 48+45 FBG -4 128.1 5.9 91 9 PASS 9/26 128 AVENIDA ENCINAS 51+00 FBG -12 134.3 5.8 95 9 PASS 9/26 129 AVENIDA ENCINAS 52+50 FBG-12 129.7 4.9 92 9 PASS 9/26 130 AVENIDA ENCINAS 53+75 FBG -12 129.2 4.5 92 9 PASS 9/26 131 AVENIDA ENCINAS 55+00 FBG -12 130.4 4.9 92 9 PASS 9/26 132 AVENIDA ENCINAS 56+25 FBG -12 124.0 3.8 () 9 PASS 9126 133 AVENIDA ENCINAS 57+50 FBG -12 131.0 5.1 93 9 PASS 9/26 134 AVENIDA ENCINAS 40+60 FBG 140.0 5.3 99 9 PASS 9/26 135 AVENIDA ENCINAS 42+25 FBG 135.2 5.7 96 9 PASS 9/26 136 AVENIDA ENCINAS 43+75 FBG 138.8 5.7 98 9 PASS 9/26 137 AVENIDA ENCINAS 45+20 FBG 138.7 4.9 98 9 PASS 9/27 138 AVENIDA ENCINAS STA 60+00 FBG -12 131.2 4.8 93 9 PASS 9/27 139 AVENIDA ENCINAS STA 62+00 FBG -12 126.8 4.1 90 9 PASS 9/27 140 AVENIDA ENCINAS STA 64+00 FBG -12 130.8 5.6 93 9 PASS 9/27 141 AVENIDA ENCINAS STA 59+50 FBG -8 134.5 4.9 95 9 PASS 9/27 142 AVENIDA ENCINAS STA 61+50 FBG -8 137.0 4.7 97. 9 PASS 9/27 143 AVENIDA ENCINAS STA 63+50 FBG -8 137.5 4.2 98 9 PASS 9/27 144 AVENIDA ENCINAS STA 47+00 FBG 134.1 4.5 95 9 PASS 9/27 145 AVENIDA ENCINAS STA 49+00 FBG 133.6 4.6 95 9 PASS 9/27 146 AVENIDA ENCINAS STA 51 +00 FBG 133.4 4.2 95 9 PASS 9/27 147 AVENIDA ENCINAS STA 53+00 FBG 138.5 5.3 98 9 PASS 9/27 148 AVENIDA ENCINAS STA 55+00 FBG 135.8 5.7 96 9 PASS 9/27 149 AVENIDA ENCINAS STA 57+00 FBG 134.9 4.0 96 9 PASS 9/28 150 AVENIDA ENCINAS STA 65+50 FBG -8 137.3 3.8 97 9 PASS 9/28 151 AVENIDA ENCINAS STA 67+50 FBG -8 133.9 4.3 95 9 PASS 9/28 152 AVENIDA ENCINAS STA 69+50 FBG -8 133.7 4.6 95 9 PASS 9/28 153 AVENIDA ENCINAS STA 71+50 FBG -8 133.4 4.1 95 9 PASS 9/28 154 AVENIDA ENCINAS STA 59+00 FBG 138.4 4.4 98 9 PASS 9/28 155 AVENIDA ENCINAS STA 65+00 FBG -8 136.6 5.6 97 9 PASS 9/28 156 AVENIDA ENCINAS STA 67+00 FBG -8 133.8 4.5 95 9 PASS 9/28 157 AVENIDA ENCINAS STA 69+00 FBG -8 133.2 4.3 95 9 PASS 9/28 158 AVENIDA ENCINAS STA 72+40 FBG -8 133.5 4.8 95 9 PASS Accepted engineering and testing procedures were used for these tests. The above data are presented for information purposes only. In the absence of continuous observation by our personnel at the site, we cannot express an opinion as to the adequacy of site preparation or overall site compaction. We do not undertake the guarantee of construction, nor do we relieve the contractor of his responsibility to produce a completed project conforming to the project plans and specifications. 53DCT195.WRD Copyright 1995 Kleinfelder, Inc. Page 6 of 9 51-1791-00-014 COMPACTION TEST SUMMAR" I9 KLEIN F ELDER PROJECT NAME: Avenida Encinas PROJECT# 51-1791-00-014 DATE TEST NO TEST OF NO I LOCATION ELEV (FT) ??c?DR DENSITY (PCF) CONT (%) COMP (%) II 1?I? SOIL TYPE TESTED BY NO REMARKS 9/28 159 AVENIDA ENCINAS STA 60+00 FBG 134.2 3.3 95 9 PASS 9/28 160 AVENIDA ENCINAS STA 62++00 FBG 136.2 6.0 97 9 PASS 9/28 161 AVENIDA ENCINAS STA 64+00 FBG 138.5 5.7 98 9 PASS 9/28 162 AVENIDA ENCINAS STA 66+00 FBG 134.6 4.8 95 9 PASS 9/28 163 AVENIDA ENCINAS STA 66+50 FBG -8 (DRIVEWAY) 138.8 4.7 98 9 PASS 9/28 164 AVENIDA ENCINAS STA 68+80 FBG 133.4 4.0 95 9 PASS 9/28 165 AVENIDA ENCINAS STA 70+00 FBG 135.1 5.0 96 9 PASS 9/28 166 AVENIDA ENCINAS STA 72+50 FBG 134.5 4.9 95 9 PASS 9/29 167 AVENIDA ENCINAS STA 40+90 FG -24 142.0 - 97 10 PASS 9/29 168 AVENIDA ENCINAS STA 43+80 FG -2 140.1 - 96 10 PASS 9/29 169 AVENIDA ENCINAS STA 46+90 FG-2 139.7 - 96 10 PASS 9/29 170 AVENIDA ENCINAS STA 50+00 FG -2 138.6 - 94 10 PASS 9/29 171 AVENIDA ENCINAS STA 53+00 FG -2 138.2 - 95 10 PASS 9/29 172 AVENIDA ENCINAS STA 56+50 FG -2 138.6 - 95 10 PASS 9/29 173 AVENIDA ENCINAS STA 40+50 FG -2 137.5 - 94 10 PASS 9/29 174 AVENIDA ENCINAS STA 42+50 FG -2 139.7 - 96 10 PASS 9/29 175 AVENIDA ENCINAS STA 45+50 FG -2 140.1 - 96 10 PASS 9/29 176 AVENIDA ENCINAS STA 48+50 FG -2 143.2 - 98 10 PASS 9/29 177 AVENIDA ENCINAS STA 51+50 FG -2 140.1 - 96 10 PASS 9/29 178 AVENIDA ENCINAS STA 54+50 FG -2 138.6 - 95 10 PASS 9/29 179 AVENIDA ENCINAS STA 57+00 FG -2 139.3 - 95 10 PASS 9/29 180 AVENIDA ENCINAS STA 58+00 FG -2 139.3 - 95 10 PASS 9/29 181 AVENIDA ENCINAS STA 40+50 FG 140.1 - 98 11 PASS 9/29 182 AVENIDA ENCINAS STA 43+00 FG 139.7 - 98 11 PASS 9/29 183 AVENIDA ENCINAS STA 45+50 FG 140.5 - 98 11 PASS 9/29 184 AVENIDA ENCINAS STA 48+00 FG 136.7 - 96 11 PASS 9/29 185 AVENIDA ENCINAS STA 51+50 FG 136.7 - 96 11 PASS 9/29 186 AVENIDA ENCINAS STA 54+50 FG 137.0 - 96 11 PASS 9/29 187 AVENIDA ENCINAS STA 57+00 FG 138.0 - 97 11 PASS 9/29 188 AVENIDA ENCINAS STA 41+50 FG 138.2 - 97 11 PASS 9/29 189 AVENIDA ENCINAS STA 44+50 FG 138.9 - 97 11 PASS 9/29 190 AVENIDA ENCINAS STA 48+50 FG 141.2 1 - 99 11 PASS ' Finished Grade Accepted engineering and testing procedures were used for these tests. The above data are presented for information purposes only. In the absence of continuous observation by our personnel at the site, we cannot express an opinion as to the adequacy of site preparation or overall site compaction. We do not undertaKe the guarantee of construction, nor do we relieve the contractor of his responsibility to produce a completed project conforming to the project plans and specifications. 53DCT195.WRD Copyright 1995 Kleinfelder, Inc. Page 7 of 9 51-791-00-014 COMPACTION TEST SUMMAR' IIIKLEINFELDER PROJECT NAME: Avenida Encinas . PROJECT # 5.1-1791-00-014 1JVI.QIS TEST TEST ELEV DENSITY CONT COMP SOIL TESTED DATE No OF NO LOCATION (FT) (PCF) (%) (%) TYPE BY NO REMARKS 9/29 191 AVENIDA ENCINAS STA 52+00 FG 137.5 - 96 11 PASS 9/29 192 AVENIDA ENCINAS STA 55+00 FG 137.1 - 96 11 PASS 9/29 193 AVENIDA ENCINAS STA 56+50 FG 138.2 - 97 11 PASS 9/29 194 AVENIDA ENCINAS STA 58+50 FG 139.4 - 98 11 PASS 10/17 195 AVENIDA ENCINAS STA 69+00 -2 142.9 - 98 10 PASS 14'W CENTER LINE 10/17 196 AVENIDA ENCINAS STA 67+00 -2 139.5 - 96 10 PASS 12'W OF CENTER LLINE 10/17 197 AVENIDA ENCINAS STA 65+00 -2 141.3 - 97 10 PASS 17'W OF CENTER LINE 10/17 198 AVENIDA ENCINAS STA 65+00 -2 139.1 - 95 10 PASS 3' W CENTER LINE 10/17 199 AVENIDA ENCINAS STA 63+00 -2 142.4 - 98 10 PASS 13'W CENTER LINE 10/17 200 AVENIDA ENCINAS STA 61+00 -2 138.8 - 95.1 10 PASS 8W CENTER LINE 10/17 201 AVENIDA ENCINAS 67+507' E -2 138.7 - 95 10 PASS OF CENTER LINE 10/17 202 AVENIDA ENCINAS 65+5012'E -2 140.4 - 96 10 PASS CENTER LINE 10/17 203 AVENIDA ENCINAS 60+0015'E -2 140.7 - 96 10 PASS CENTER LINE 10/17 204 AVENIDA ENCINAS 68+00 20'W FG 138.1 - 97 11 PASS CENTERLINE 10/17 205 AVENIDA ENCINAS 66+0016'W FG 134.3 - 95 11 PASS CENTER LINE 10/17 206 AVENIDA ENCINAS 64+00 17W FG 136.7 - 96 11 PASS CENTER LINE 10/17 207 AVENIDA ENCINAS 62+0015'W FG 136.2 - 95 11 PASS CENTERLINE 10/17 208 AVENIDA ENCINAS 60+0018'W FG 135.5 - 95 11 PASS CENTERLINE 10/17 209 AVENIDA ENCINAS 67+5015'E FG 136.0 - 95 11 PASS CENTERLINE 10/17 210 AVENIDA ENCINAS 65+50 20'E FG 136.1 - 95 11 PASS CENTER LINE 10/17 211 AVENIDA ENCINAS 64+00 '17'E FG 135.0 - 95 11 PASS CENTER LINE 10/17 212 AVENIDA ENCINAS 69+50 5'W FG 141.0 - 99 11 PASS CENTER LINEI 10/17 213 AVENIDA ENCINAS 67+507' W FG 135.8 - 95 11 PASS CENTER LINE Accepted engineering and testing procedures were used for these tests. The above data are presented for information purposes only. In the absence of continuous observation by our personnel at the site, we cannot express an opinion as to the adeqUacy of site preparation or overall site compaction. We do not undertake the guarantee of construction, nor do we relieve the contractor of his responsibility to produce a completed project conforming to the project plans and specifications. 53DCT 195. WRD Copyright 1995 Kleinfelder, Inc. Page 8 of 9 51-1791-00-014 4 COMPACTION TEST SUM1'IAR% IUKLEINFELDER PROJECT NAME: Avenida Encinas PROJECT # 51-1791-00-014 10/17 214 AVENIDA ENCINAS 65+30 10'W FG 141.1 - 99 11 PASS CENTER LINE 10/17 215 AVENIDA ENCINAS. 63+508'W FG 135.7 - 95 11 PASS CENTERLINE 10/17 216 AVENIDA ENCINAS 61+505' W FG 137.6 - 96 11 PASS CENTER LINE Accepted engineering and testing procedures were used for these tests. The above data are presented for information purposes only. In the absence of continuous observation by our personnel at the site, we cannot express an opinion as to the adequacy of site preparation or overall site compaction. We do not undertake the guarantee of construction, nor do we relieve the contractor of his responsibility to produce a completed project conforming to the project plans and specifications. 53DCT195.WRD Copyright 1995 Kleinfelder, Inc. Page 9 of 9 51-1791-00-014