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1991-2663 CN ~(~-~- - --- Category 2~63 eN Name Plan ck. # -- - _..J - ~~, . -----______nn-_- ----- ------ Street Address / 35"G 76 Serial # \ ðlJ1WIJ tlf?£'¿/~£ Description f t¡;I/I-C £" p6ÆJ r Year -~ . . k.~ KlEINFElDER, I June 23, 1992 Project No. 51-1684-01 Frank Fontanesi General Services Director Olivenhain Municipal Water District 1966 Olivenhain Road Encinitas, CA 92024 SUBJECT: REPORT OF IN-PLACE DENSITY TEST RESULTS PIPELINE 7B/7C REPLACEMENT Dear Mr. Fontanesi: As requested, we have performed in-place density and laboratory conformance testing services for the subject project. The scope of our services was to provide in-place density testing during trench backfill operations. Testing and observations were performed during pipeline placement on pipe base, pipe zone, trench zone, aggregate baserock, and asphaltic concrete paving. Testing was performed from September 10, 1991 to May 8, 1992. Test results were reported verbally and by daily field reports to the OMWD inspector and contractor foreman. Test areas failing to meet project specifications were reworked by the contractor and retested. The contractor for the work was Chilcote, Inc. c'-- Pipe bedding and trench backfill materials were placed and compacted in general accordance with project plans and specifications. Trench backfill above the pipe zone was typically placed in 12 to 18 inch lifts and compacted using caterpillar 225 equipped with a sheepsfoot roller. Between approximately stations 140+30 and 141 + 15 (area of creek crossing) relatively soft, wet, native materials were overexcavated to about 2 to 3 feet below the pipe invert elevations and replaced with rock refill. Dewatering was performed in the vicinity of the creek in order to facilitate the placement and compaction of the rock refill. CopY!Ílht 1992. Kleinfclder. IDe. It E e f. , " .: '" JUN 26 \992 OllYtNHAIN MUN~CIPAL WA1ER DIC;lRh..T KLEINFELDER 9555 Chesapeake Drivp, Suite 101, San Diego, CA 92123 (619) 541-1145 , , . . Project No. 51-1684-01 Page 2 The maximum dry density and optimum moisture content of samples of fill material were evaluated in our laboratory in substantial conformance with ASTM test procedure D1557. The maximum density of samples of asphalt concrete were evaluated in our laboratory in substantial conformance with ASTM test procedure D2041. The results of these tests are presented on Table 1. In-place density tests were performed in substantial conformance with ASTM test procedures D2922 and D3017 ("Standard Test Method for Density of Soil and Soil- Aggregate In-Place by Nuclear Method (shallow depth), Water Content of Soil and Rock In-Place by Nuclear Methods (shallow depth), and by ASTM D1556 (In-Place Density by Sand Cone Methods). Results of these tests, at the specific locations tested, are presented on Table 2 entitled "Compaction Test Summary". Conformance testing was performed on pipe base, and pipe zone materials. Results of these tests are presented on Table 3. Density test results and observations indicate that the work our firm observed and tested was performed in substantial conformance with the geotechnical engineering investigation recommendations, dated October 23, 1990 and with the approved project plans and specifications. We appreciate the opportunity to provide our services to the Olivenhain Municipal Water District. If you have any questions or need additional information, please contact our office. Sincerely, KLEINFELDER, INC. ~~~~ Ronald C. Thomson Operations Manager ~/.~ George P. Hattrup Project Engineer RCE 43979 RCT /GPH:kcr Copy!Ílht 1992, K1cåúcldcr, IDe. KLEIN FELDER 9555 Chesapeake Drive, Suite 101, San Diego, CA 92123 (619) 541-1145 . . . . Sämple . Number .. 1 2 3 4 5 6 7 8 9 10 11 12 13 . .. .. .. .... ... CheckPoint.. Number~' 1 2 . . TABLE 1 l\1AXIMUM DENSITY TEST RESULTS (LABORATORY AND FIELD) . . . . .. .. . ,...,OptbnumMoistureq ~~Content {percenf()f.. .... .....iDryWeight) < . 12.5 7.5 (SM) Yellow silty SAND (SM) Light brown silty S~D (CL) Redish brown sandy CLAY (SW) Light brown silty SAND (SW) Gray silty SAND (CL) Olive silty/clay stone (GW) Grey Aggregate Baserock (CL) Dark brown sandy CLAY (CL) Green sandy CLAY 3,4 " Asphalt Concrete Base Course 11.4 7.1 5.5 11.7 6.2 12.0 14.0 3,4 " Asphalt Concrete Base Course 3,4 " Asphalt Concrete Base Course 3,4 " Asphalt Concrete Base Course CHECK POINTS .. ... . . .. .. ...... . .. .. . .. .. ... .. . . .... .. .. .. .. .. .. .. ...., M()Ìsture/ > Content .. (CL) Reddish brown sandy CLAY (CL) Reddish brown sandy CLAY 12.9 10.9 124.4 127.7 ....... Maximum ... '. ' Dry Density . . (pco . 112.5 133.6 128.8 133.5 136.0 126.5 142.5 121.5 116.0 153.0 156.0 159.0 160.0 .. ... .. .Máfcbes. ...WitbMax ... . :N-íllD bel's ',.. 3 3 PROJECT NAME DATE I (~/10/91 1119/10/91 1119/10/91 109/10/91 09/10/91 ( 9/10/91 119/10/91 1119/10/91 II 9/10/91 1(9/10/91 I ( 9/10/91 II 9/10/91 1119/10/91 I 09/10/91 119/11/91 1(9/11/91 1(9/11/91 119/11/91 1(9/11/91 1(9/11/91 119/11/91 119/11/91 119/11/91 11)9/11/91 )9/11/91 1(19/12/91 1 (9/12/91 I (~/12/91 I Ü9/13/91 1 ( 9/13/91 1(9/16/91 1119/16/91 19/16/91 iMPACTION TEST SUMMA' Pipeline 78 /7C PROJECT NO. . )~~: ... .. < DRY MOIST; REL . . RE. TEST RETEST>~ !~< ~~~~ ELEV. DENSITY CONT,.. COMP. SOIL TESTED NO.' OF NO,<~~ ...,.......... ..,~ ......" (FT). '(PCF). (%) ...'. (%) .... TYPE BY NO. 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 1 Camino Del Rancho 2+00 Camino Del Rancho 2+00 PB PB 112.5 122.9 10.6 10,5 8,3 10.6 12.1 8.0 12.3 11.2 5.0 9.7 9.5 7.4 7.2 8,9 5.6 6.1 6.1 5.5 5.9 6.0 6.1 6.2 7.9 9.8 9.9 8.4 8.3 7.1 8.1 8,0 9,5 7.0 7.4 84 92 88 91 89 93 85 89 90 82 92 90 90 88 90 96 94 90 92 94 95 91 92 96 90 93 96 96 96 92 90 86 90 22 2 2 2 2 2 2 2 2 2 2 2 12 12 June 23, 1992 51-1684-01 REMARKS 2 Fail 3 Camino Del Rancho 2+30 Camino Del Rancho 2+30 PB PB 117.6 121.8 2 2 2 2 15 Pass 4 Fail Camino Del Rancho 3+25 5 Camino Del Rancho 2+75 PB PB 118.8 123.8 3 2 2 2 2 5 2 2 5 2 3 3 27 Pass 6 Fail 7 7&8 Camino Del Rancho 3 + 25 Camino Del Rancho 3+25 PB PB 114.0 118.9 2 2 2 2 2 33 Pass 8 9 Fail Fail Camino Del Rancho 3+25 Camino Del Rancho 2+05 10 10 & 11 Camino Del Rancho 2+05 Camino Del Rancho 2+05 PB PZ 119.6 109.8 Pass Fail Fail Pass Pass Fail Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Fail Pass Pass Pass Pass Pass Fail Pass Accepted engineering and testing procedures were used for these tests. The above data are presented for information purposes only. We do not undertake th guarantee of construction, nor do we relieve the contractor of his responsibility to produce a completed project conforming to the project plans and specifications. PE = Pipe Base AJ B = Aggregate Base Camino Del Rancho 2+80 Camino Del Rancho 3+10 14 Camino Del Rancho 3 + 10 Camino Del Rancho 2+ 15 Camino Del Rancho 3+60 Camino Del Rancho 4+ 10 Camino Del Rancho 3+63 Camino Del Rancho 4+ 15 Camino Del Rancho 3+30 Camino Del Rancho 4+35 Camino Del Rancho 4 + 70 Camino Del Rancho 4 + 25 Camino Del Rancho 4 + 60 26 Camino Del Rancho 2+ 15 Camino Del Rancho 2+ 15 Camino Del Rancho 3+20 Camino Del Rancho 5+55 Camino Del Rancho 5 + 60 Camino Del Rancho 5+90 32 Camino Del Rancho 6 + 75 Camino Del Rancho 6 + 75 PZ .. Pipe Zone AlC .. Asphalt Concrete FSG .. Finished Subgrade FG .. Finished Grade C pyright 1992, Kleinfelder, Inc, PZ PZ 110.2 120.4 PZ PZ 119.8 117.2 PZ -3 120.2 123.1 PB PB 126.2 119.8 PZ PZ 122.8 124.9 -4 PZ 129.8 121.6 PB .2 122,8 131.3 PZ -3 120,8 118,9 -3 -3 123.7 127.6 PB PZ 127.6 122.9 PB PB 120.9 113.4 PB 120.1 FB .. Finished Base Page 1 , ,MPACTION TEST SUMMA'i June 23, 1992 PHOJECT NAME Pipeline 78/7 PROJECT NO. 51-1684-01 .......... . "... .". DRY , MOIST. REL... RE. ,.. TEST .. RETEST ,i /i./~ ELEV;. DENSITY CONT. COMPo SOIL TESTED 'NO...' OF NO.'.' it ..'... ..... '.'.. (PCF) ...(%) ... BY NO. DATE ."......",..,. (FT) (%) TYPE REMARKS 109/16/91 34 Camino Del Rancho 6+35 PB 122.1 8.3 92 2 Pass 109/16/91 35 Camino Del Rancho 6+75 PZ 123.9 7.2 93 2 Pass 109/16/91 36 Camino Del Rancho 7+80 PB 123.4 5.5 93 2 Pass 109/16/91 37 Camino Del Rancho 6 + 60 .2 124,0 10.8 96 3 Pass 109/16/91 38 Camino Del Rancho 7+50 .2 124.2 11.5 96 3 Pass 109/17/91 39 Camino Del Rancho 8+50 PB 127.9 7.2 96 2 . Pass 09/17/91 40 Camino Del Rancho 9+50 PB 116.3 7.6 87 2 41 Fail C9/17/91 41 40 Camino Del Rancho 9+50 PB 121.1 8.4 91 2 Pass C~/17/91 42 Camino Del Rancho 10+25 PB 121.0 9.2 91 2 Pass Cß/17/91 43 Camino Del Rancho 8+40 PZ 123.1 6,5 93 2 Pass C~/17/91 44 Camino Del Rancho 8+60 -3 129.4 7,2 95 5 Pass C~/17/91 45 Camino Del Rancho 9+70 PZ 122.0 7.3 91 2 Pass (9/17/91 46 Camino Del Rancho 9+50 .2 132.1 6.1 97 5 Pass (9/18/91 47 Camino Del Rancho 10+75 P8 110.1 9.0 82 2 48 Fail (~/18/91 48 47 Camino Del Rancho 10+75 P8 123.2 8.6 92 2 Pass (~/18/91 49 Camino Del Rancho 11 + 65 P8 120.7 9.5 90 2 Pass . (~/18/91 50 Camino Del Rancho 12+85 PB 122.3 9.0 92 2 Pass icl9/18/91 51 Camino Del Rancho 13+50 P8 121.5 7.4 91 2 Pass 1(19/18/91 52 Camino Del Rancho 11 + 25 PZ 120.4 9.3 90 2 Pass I (9/18/91 53 Camino Del Rancho 12+75 PZ 123.2 8.6 92 2 Pass I (9/18/91 54 Camino Del Rancho 11 + 00 .2 116.4 10,8 92 6 82 Fail I (9/18/91 55 Camino Del Rancho 1 1 + 75 -2 114.1 11.8 90 3 84 Fail 1(19/18/91 56 Camino Del Rancho 12+25 -2 111.3 12.4 88 3 84 Fall I (19/19/91 57 Camino Del Rancho 10+90 -2 108.9 11.1 85 3 82 Fall I (19/19/91 I 58 Camino Del Rancho 12+75 .2 115.1 11.0 90 3 85 Fail (19/20/91 59 Camino Del Rancho 2+20 FSG 122.6 11.1 95 3 Pass (9/20/91 60 Camino Del Rancho 3 + 20 FSG 137.4 5.2 100 5 Pass (19/20/91 61 Camino Del Rancho 4 + 20 FSG 136,2 4.5 100 5 Pass (19/23/91 62 Camino Del Rancho 2 + 00 FSG 125.3 4.2 97 3 Pass (19/23/91 63 Camino Del Rancho 2 + 25; A/8 F8 141.3 5.5 99 7 Pass (19/23/91 64 Camino Del Rancho 2 + 95; A/8 F8 134.3 4.7 95 7 Pass , (9/23/91 65 Camino Del Rancho 3 + 20; A/8 FB 140.2 6.3 98 7 Pass I (9/23/91 66 Camino Del Rancho 3 + 90; A/B FB 140.5 6.1 99 7 Pass At. cepted engineering and testing procedures were used for these tests. The above data are presented for information purposes only. We do not undertake th guarantee of construction, nor do we relieve the contractor of his responsibility to produce a completed project conforming to the project plans and sç ecifications. P .. Pipe 8ase PZ .. Pipe Zone FSG .. FInished Subgrade FB.. FInished Base AI 8 .. Aggregate Base AlC .. Asphalt Concrete FG .. FInished Grade C pyright 1992. Kleinfelder, Inc, Page 2 . COMPACTION TEST SUMMARY P ~OJECT NAME ~ . PROJECT NO. .~.~~ ..,.;~<~ DRY MOIST. REL . . RE. . TEST RETEST~.! .~.'..,.~~ ELEV~ DENSITYCONT,. COMPo SOIL TESTED DATE. NO. OFNO.,.<l>~~ (FT) . (PCF) (%L(%) TYPE BY NO. loa/23/91 I C~/23/91 IC~/23/91 ICa/23/91 I Ca/24/91 Ic9/24/91 I C~/24/91 I Cg/24/91 9/24/91 09/24/91 C9/24/91 C9/24/91 C~/24/91 C~/24/91 C~/24/91 C~/24/91 CI9/24/91 . (19/24/91 (19/24/91 1(19/24/91 1(19/24/91 1(19/24/91 I (~/24/91 CS/24/91 (S/24/91 i (S/24/91 I (S/24/91 0/04/91 0/04/91 0/04/91 0/07/91 0/07/91 0/07/91 f!i7 68 69 70 68 Camino Del Rancho 2 + 20; A/C Camino Del Rancho 2 + 80: A/C FG FG 146,8 143,0 FG FG 151.0 150.1 6.3 4.8 6.2 4.1 12,2 11.4 12.9 13,0 11.8 4.0 6.3 3.9 1,6 2.6 2.6 2.7 4.0 6.7 4.7 6.9 5.4 7.0 96 93 10 10 June 23, 1992 51-1684-01 REMARKS Pass 69 Fail 71 72 73 74 75 76 77 78 79 80 81 82 Camino Del Rancho 2 + 80; A/C Camino Del Rancho 4 + 90; A/C Camino Del Rancho 5 + 90 FSG FB Camino Del Rancho 5+75; A/B Camino Del Rancho 6+80; A/B Camino Del Rancho 6 + 90; A/B Camino Del Rancho 6 + 85; A/C Camino Del Rancho 7 + 80; A/C Camino Del Rancho 9 + 00; A/B FB FSG 131.9 137.4 FB FB 132.0 135,6 99 98 10 10 Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Alþpted engineering and testing procedures were used for these tests. The above data are presented for information purposes only. We do not undertake th guarantee of construction, nor do we relieve the contractor of his responsibility to produce a completed project conforming to the project plans and s~lecifications. Camino Del Rancho 10+00 Camino Del Rancho 10+00; A/B Camino Del Rancho 10+20; A/C Camino Del Rancho 9 + 00; A/C 83 84 54 & 57 Camino Del Rancho 10+75 Camino Del Rancho 10+00; A/C 85 86 58 55 & 56 Camino Del Rancho 12+00 87 88 89 90 91 92 93 94 95 96 97 98 99 P . Pipe Base A B . Aggregate Base C pyright 1992, Kleinfelder, Inc. Camino Del Rancho 12+75 Camino Del Rancho 10+80 -2 FSG Camino Del Rancho 12+ 10 Camino Del Rancho 12+80 FSG FSG Camino Del Rancho 11 + 00; A/B Camino Del Rancho 11 + 90; A/B Camino Del Rancho 13+25; A/B Camino Del Rancho 12+80; A/C Camino Del Rancho 11 + 20; A/C Camino Del Rancho 2 + 63 Camino Del Rancho 2+63 Camino Del Rancho 3 + 70 Camino Del Rancho 10+50 Camino Del Rancho 10+50 Camino Del Rancho 5 + 25 -1.5 -4 PZ . Pipe Zone A/C. Asphalt Concrete FSG . FInished Subgrade FG = FInished Grade FG FG 149.3 151.9 136,0 130.3 FB FG 134.9 149.0 FG -2 149.3 110.0 FG -2 149.0 122.6 123.6 123.9 122.2 FB FB 124.7 136.1 135.8 136.3 FB FG 148.5 147.6 FG PZ 124.3 127.0 -4 PZ PZ 122.3 130,1 131.7 130.9 FB . FInished Base 97 5 7 96 97 95 7 7 98 99 10 10 95 96 7 5 7 95 98 10 10 97 96 97 9 10 95 96 3 3 96 95 3 3 97 96 3 7 95 96 7 7 97 96 10 10 93 95 5 5 91 96 5 5 97 96 5 5 Page 3 ~MPACTION TEST SUMMA. June 23, 1992 PF ~OJECT NAME PROJECT NO. 51-1684-01 Pi lin 78 7 /~ ,,', .....,., >< .. ,.,',. DRY MOIST. REL ...'RE. . ......',> ....'...d.'.............~ TEST.... . RETEST ......,.", .'. .'... ELEV. DENSITY CONT. COMPo SOIL TESTED ... ,.. DATE NO. .., OFNO;. '.. .'. . (FT).. '.'(PCF). ..(%)..., (%).. TYPE SYNO.. .. REMARKS 1 /07/91 100 Camino Del Rancho 5 + 25 -2 130.8 6,9 96 5 Pass 1 /08/91 101 Camino Del Rancho 1 + 30 PB 125.4 5.4 92 5 Pass 111/08/91 102 Camino Del Rancho 1 +80 PB 124.8 6.0 92 5 Pass 1 )/08/91 103 Camino Del Rancho 1 + 25 PZ 127.8 5,4 94 5 Pass 1 )/08/91 104 Camino Del Rancho 1 + 75 PZ 126,8 5.9 93 5 Pass 1 )/09/91 105 Camino Del Rancho 1 + 90 -2.5 131,3 6.3 97 5 - Pass 1 D/09/91 106 Camino Del Rancho 1 + 00 -1.5 131.5 5,6 97 5 Pass 1 P/09/91 107 Camino Del Rancho 1 + 00 .1,5 128.5 6.0 95 5 Pass 1 P/09/91 108 Camino Del Rancho F.H. 1 + 95 PB 125.4 5.5 92 5 Pass 1D/09/91 109 Camino Del Rancho F.H. 1 + 95 PZ 126.9 5,3 93 5 Pass 1 P/10/91 110 Camino Del Rancho þJr Valve ASG 10 + 50 PB 125.0 6.0 92 5 Pass 1b/10/91 111 Camino Del Rancho þJr Valve ASG 10+50 PZ 127.3 5.9 94 5 Pass 1b/10/91 112 Camino Del Rancho þJr Valve ASG 10+50 .2 124.0 7.6 91 5 Pass 10/11/91 113 Camino Del Rancho 6 + 46 W.S. PZ 128,7 7.7 95 5 Pass 10/11/91 114 Camino Del Rancho Cast or- 7 + 90 PZ 126.0 5.1 93 5 Pass 1 P/11 /91 115 Camino Del Rancho 11 +04 W.S. PZ 125.1 6.9 92 5 Pass 1P/11/91 116 Camino Del Rancho CON 6 + 06 PZ 124.3 7.8 91 5 Pass 1P/14/91 117 Camino Del Rancho BLOW OFF 1 + 09 PZ 127.3 6.7 94 5 Pass 1b/14/91 118 Camino Del Rancho BLOW OFF 1 +09 -2 131.0 8.1 96 5 Pass 1b/14/91 119 Camino Del Rancho W,S. 13+75 PZ 126,5 7.7 93 5 Pass 1b/14/91 120 Camino Del Rancho W.S. 13+75 -2 129.2 10.0 95 5 Pass 1b/14/91 121 Camino Del Rancho BLOW OFF 7 + 90 -4 131.6 6,8 97 5 Pass 1b/15/91 122 Camino Del Rancho 1 + 03 FSG 132,3 4,8 98 5 Pass 10/15/91 123 Camino Del Rancho 1 + 00 FSG 133,5 4,8 98 5 Pass 10/15/91 124 Camino Del Rancho 1 +85 FSG 131.1 5.1 96 5 Pass 1b/15/91 125 Camino Del Rancho W.S. 2+40 FSG 135.3 4.1 99 5 Pass 1b/15/91 126 Camino Del Rancho W.S, 3 + 70 FSG 134.2 5,2 99 5 Pass 1b/15/91 127 Camino Del Rancho A/B 1 + 00 FB 139.2 4.1 98 7 Pass 1b/15/91 128 Camino Del Rancho A/B 1 + 05 FB 137.2 4.8 97 7 Pass 1b/15/91 129 Camino Del Rancho A/B 1 +25 FB 135.3 4.3 95 7 Pass 1b/15/91 130 Camino Del Rancho A/B 2 + 00 FB 135.2 5.1 95 7 Pass 1b/15/91 131 Camino Del Rancho A/B 2+40 FB 134.7 4,3 95 7 Pass 10/15/91 132 Camino Del Rancho A/B 3 + 70 FB 138.4 2.6 98 7 I Pass At; ::epted engineering and testing procedures were used for these tests. The above data are presented for Information purposes only. We do not undertake thl guarantee of construction, nor do we relieve the contractor of his responsibility to produce a completed project conforming to the project plans and sp cifications. PE .. Pipe Base PZ .. Pipe Zone FSG .. FInished Subgrade FB.. FInished Base A/a.. Aggregate Base A/C .. Asphalt Concrete FG .. FInished Grade C< pyright 1992, Kleinfelder, Inc. Page 4 COMPACTION TEST SUMMARY p ~OJECT NAME ~ . DATE 10/15/91 10/15/91 10/15/91 0/15/91 0/15/91 0/16/91 0/16/91 0/16/91 0/16/91 0/16/91 0/16/91 0/16/91 0/16/91 0/16/91 0/16/91 0/29/91 0/30/91 0/31/91 1/01/91 1/01/91 1/04/91 1/04/91 1/05/91 1/05/91 1/05/91 I 1/05/91 1/06/91 11/06/91 11/06/91 11/06/91 11/06/91 11/07/91 11/07/91 June 23, 1992 PROJECT NO. 51-1684-01 TEST NO, RETEST ,". .... .. .....1 .. OF NO. .......... . DRY MOIST. REL RE. .. ELEV. DENSITY. CONT, COMPo SOIL TESTED .."..,.. .,.d~ ..., ........ (FT) . (PCF) . . (%).. , (%) TYPE BY NO, REMARKS 133 134 Camino Del Rancho A/C 1 + 30 Camino Del Rancho A/C 1 +00 FG FG 151 153,0 151.0 153,1 136.4 141.6 FB FB 139.4 142.6 151 136.0 136.6 135.7 151,0 147.6 152.7 125.9 122.7 127.0 124.6 125,7 124.0 123.9 112.1 105,7 125.4 126.1 126.1 124.8 122.7 112.9 124.1 126.2 127.8 2.4 2,5 5.2 3.4 3.3 4.1 2,6 5,6 4.3 4.1 4.5 11.0 11.7 6.1 12.2 12,8 3,9 4.4 4,5 6.1 5,4 6.3 4.7 6.1 7.2 95 95 Pass 135 136 Camino Del Rancho A/C 1 +90 Camino Del Rancho A/C 2+40 FG FG FB FB FG FG FG PB PB PB PB PB PB PZ .3 -2 PZ .2 PB PB PZ PB PB 12 12 Pass 137 Camino Del Rancho AlC 3+70 Camino Del Rancho A/B 5+80 FG FB 96 95 Pass 138 139 Camino Del Rancho A/B 6+00 Camino Del Rancho BLOW OFF A/B 7+40 FB FB 12 12 Pass 140 141 Camino Del Rancho BLOW OFF A/B 7+40 Camino Del Rancho W.S, A/B 11 + 05 96 96 Pass 142 143 Camino Del Rancho A/B 10+50 Camino Del Rancho W,S, A/B 13+80 12 7 Pass 144 145 Camino Del Rancho A/C 5+90 Camino Del Rancho BLOW OFF AlC 7+90 100 98 Pass 146 147 Camino Del Rancho A/C 10+50 Lone Jack Road 102+45 7 7 Pass 148 149 Lone Jack Road 103+50 Lone Jack Road 104+00 100 Pass 150 151 Lone Jack Road 104+00 Lone Jack Road 105+25 7 7 Pass 152 153 Lone Jack Road 106+00 Lone Jack Road 107+80 96 96 7 Pass 154 155 Lone Jack Road 105+80 Lone Jack Road 105+60 96 95 Pass 156 157 Lone Jack Road 106+00 Lone Jack Road 106+10 7 12 Pass 158 159 Lone Jack Road 106+50 93 96 Pass 160 161 Lone Jack Road 107+25 12 12 Pass Lone Jack Road 106+00 Lone Jack Road 106+25 .2 FSG 93 90 Pass 162 163 Lone Jack Road 106+ 75 Lone Jack Road 108+00 5 5 Pass 164 165 Lone Jack Road 109+00 93 92 Pass 5 5 Pass 92 91 Pass 5 5 Pass 91 97 Pass 5 9 Pass 91 92 Pass 9 5 Pass 93 93 Pass 5 5 Pass 92 90 Pass 5 5 Pass 91 91 Pass 91 5 Pass 93 Pass 5 5 Pass 94 Accepted engineering and testing procedures were used for these tests. The above data are presented for information purposes only. We do not undertake II e guarantee of construction, nor do we relieve the contractor of his responsibility to produce a completed project conforming to the project plans and s:>ecifications, FB " Pipe Base AlB "Aggregate Base PZ " Pipe Zone AIC " Asphalt Concrete FSG " FInished Subgrade FG " FInished Grade Copyright 1992, Kleinfelder, Inc. FB " FInished Base Page 5 COMPACTION TEST SUMMARY June 23, 1992 PF OJECT NAME Pipeline 7817- . PROJECT NO. 51-1684-01 '~»~ DRY MOIST. REL. RE. TEST RETEST d. ........ ... .. ..... . .. t,..... i...... ELEV. DENSITY .CONT; COMPo .solL TESTED DATE NO. OF NO, ......,/,...' ... ",',",.'.'. (FT) (PCF) (%) ('%.).. TYPE BY NO. REMARKS " ,.d 1 /07/91 166 Lone Jack Road 107+ 75 PZ 122.8 5.9 90 5 Pass 1 /07/91 167 Lone Jack Road 108+50 PZ 123.5 5.4 91 5 Pass 1 /07/91 168 Lone Jack Road 107 + 25 -2 106.6 13.7 92 9 Pass , /08/91 169 Lone Jack Road 110+00 PB 129.2 6.5 95 5 Pass 1 /08/91 170 Lone Jack Road 107 + 75 PZ 130.8 6,7 96 5 Pass 1 /08/91 171 Lone Jack Road 108+75 PZ 128.7 6,1 95 5 - Pass 1 /08/91 172 Lone Jack Road 108+00 -3 106,6 15.1 92 9 Pass 1 /08/91 173 Lone Jack Road 109+00 -1 105.9 14.7 91 9 Pass 1 /12/91 174 Lone Jack Road 110+45 PB 126.5 4.3 93 5 Pass 1 /12/91 175 Lone Jack Road 111 + 45 PB 127,8 5.6 94 5 Pass 1 /12/91 176 Lone Jack Road 109 + 75 PZ 123.8 6.1 91 5 Pass , /12/91 177 Lone Jack Road 110+25 PZ 123,5 5.2 91 5 Pass 1 /12/91 118 Lone Jack Road 1 10 + 00 -3 114.0 12,7 90 6 Pass 1 /13/91 179 Lone Jack Road 1 12 + 00 PB 124.0 4.3 91 5 Pass 1 /13/91 180 Lone Jack Road 110+75 PZ 125.4 5.7 92 5 Pass 11/13/91 181 Lone Jack Road 110+80 -2 107.9 17.3 93 9 Pass 11/14/91 182 Lone Jack Road 112+30 PB 123.8 6.1 91 5 Pass 11/14/91 183 Lone Jack Road 112 + 00 PZ 125,4 6.2 92 5 Pass 11/14/91 184 Lone Jack Road 1 12+ 10 FSG 122.4 5.8 90 5 Pass 11/15/91 185 Lone Jack Road 112+25 PZ 123.9 5.0 91 5 Pass 11/15/91 186 Lone Jack Road 112 + 35 -2 105.7 14.7 91 9 Pass 11/18/91 187 Lone Jack Road 112+80 PB 128.0 6,9 94 5 Pass 11/18/91 188 Lone Jack Road 112+85 -2 131.4 6.9 97 5 Pass 11/19/91 189 Lone Jack Road 113+17 PZ 123.2 1.5 91 5 Pass 1/19/91 190 Lone Jack Road 1 13 + 70 PZ 120,0 1.6 88 5 191 Fail 1/19/91 191 190 Lone Jack Road 1 13 + 70 PZ 129.4 6,9 95 5 Pass 1/20/91 192 Lone Jack Road 114+00 PB 126,2 7.3 93 5 Pass 1/20/91 193 Lone Jack Road 114+10 PZ 123.9 6.9 91 5 Pass 1/20/91 194 Lone Jack Road 1 14 + 50 PZ 124.2 6.7 91 5 Pass 1/21/91 195 Lone Jack Road 114 + 50 PB 126.5 7.3 93 5 Pass 1/21/91 196 Lone Jack Road 114 +60 PZ 127.8 7.0 94 5 Pass 1/21/91 197 Lone Jack Road 115 + 00 PZ 125.1 6.6 92 5 Pass 1/22/91 198 Lone Jack Road 115 + 20 PB 126,2 1.6 93 5 Pass Acicepted engineering and testing procedures were used for these tests. The above data are presented for information purposes only. We do not undertake th guarantee of construction, nor do we relieve the contractor of his responsibility to produce a completed project conforming to the project plans and s~ ecifications. P .. Pipe Base PZ .. Pipe Zone FSG .. Finished Subgrade FB.. Finished Base A B .. Aggregate Base A/C .. Asphalt Concrete FG .. Finished Grade C pyright 1992, KJeinfelder, Inc. Page 6 COMPACTION TEST SUMMARY June 23, 1992 PipeUne 78 It . P OJECT NAME PROJECT NO. 51-1684-01 DRY MOIST. REL RE. TEST ELEV. DENSITY CONT; COMPo SOil:' TESTED DATE NO. (FT) .. (PCF) .'.. '> (%) .(%) TYPE SYNO. REMARKS 1/22/91 199 Lone Jack Road 115 + 70 PB 128.1 7.1 94 5 Pass 1/25/91 200 Lone Jack Road 115 + 50 PZ 125,4 7.3 92 5 Pass 1/25/91 201 Lone Jack Road 115 + 15 FSG 133.6 5.9 98 5 Pass 1/25/91 202 Lone Jack Road 115 + 80 FSG 133.0 6,2 98 5 Pass 1/25/91 203 Lone Jack Road 115 + 50; A/B FB 137.7 5,7 97 7 Pass 1/25/91 204 Lone Jack Road 115+25; A/B FB 136,6 5.2 96 7 Pass 1/25/91 205 Lone Jack Road 115+75; A/C FG 146,9 96 10 Pass 1/26/91 206 Lone Jack Road 113+10 FSG 133.3 7.3 98 5 Pass 1/26/91 207 Lone Jack Road 113+90 FSG 134.6 7,0 99 5 Pass 1/26/91 208 Lone Jack Road 114 + 35 FSG 135.2 6.9 99 5 Pass 1/26/91 209 Lone Jack Road 113 + 00; A/B FB 135.2 6,0 95 7 Pass 1/26/91 210 Lone Jack Road 114+00; A/B FB 137.5 5.5 97 7 Pass 1/26/91 211 Lone Jack Road 113+10; A/C FG 151.3 97 11 Pass 1/26/91 212 Lone Jack Road 113+80; A/C FG 148.2 95 11 Pass 1/26/91 213 Lone Jack Road 114+40; A/C FG 148.8 95 11 Pass 1/27/91 214 Lone Jack Road 114+70 FSG 131.3 7.1 97 5 Pass 1/27/91 215 Lone Jack Road 115 + 05 FSG 133.3 6.8 98 5 Pass 1/27/91 216 Lone Jack Road 114 +65; A/B FB 135.2 4.3 95 7 Pass 1/27/91 217 Lone Jack Road 114 + 95; A/B FB 136.7 4.9 96 7 Pass 1/27/91 218 Lone Jack Road 114 + 80; A/C FG 148.5 95 11 Pass 1/27/91 219 Lone Jack Road 115+10: A/C FG 151.8 97 11 Pass 1/27/91 220 Lone Jack Road 106+00; A/B FB 136.2 4.7 96 7 Pass 1/27/91 221 Lone Jack Road 106+00: A/C FG 153.3 98 11 Pass 12/2/91 222 Lone Jack Road 116 + 00 PB 128.1 7.1 94 5 Pass 12/2/91 223 Lone Jack Road 117 + 10 PB 125.9 7.6 93 5 Pass 12/2/91 224 Lone Jack Road 116+25 PZ 124.0 6.9 91 5 Pass 12/2/91 225 Lone Jack Road 117+25 PZ 124.6 6.0 92 5 Pass 12/2/91 226 Lone Jack Road 115 + 95 -2 129.6 7.2 95 5 Pass 12/2/91 227 Lone Jack Road 117+40 .2 132.2 6.6 97 5 Pass 12/3/91 228 Lone Jack Road 117+75 PB 125.9 6,8 93 5 Pass 12/3/91 229 Lone Jack Road 117+65 PZ 122.9 7.0 90 5 Pass 12/3/91 230 Lone Jack Road 118+ 10 PZ 124,2 7.1 91 5 Pass 12/3/91 231 Lone Jack Road 118+00 .2 132.1 6.0 97 5 Pass pted engineering and testing procedures were used for these tests, The above data are presented for information purposes only. We do not undertake t e 9uarantee of construction, nor do we relieve the contractor of his responsibility to produce a completed project conforming to the project plans and s ecifications. P '" Pipe Base PZ .. Pipe Zone FSG .. FInished Subgrade FB.. FInished Base B '" Aggregate Base AIC .. Asphalt Concrete FG .. FInished Grade opyright 1992, Kleinfelder, Inc. Page 7 COMPACTION TEST SUMMARY June 23, 1992 ~ . PHOJECT NAME PROJECT NO. 51-1684-01 ....... .,.. DRY MOIST. REL RE. , I. TEST RETEST i<~ .,... ..' ELEV. DENSITY CONT, COMPo SOIL TESTED DATE I NO. .. OF NO.~ .... ""... .,.,..,1 ...... (FT) (PCF) (%) (%) TYPE BY NO. REMARKS 2/4/91 232 Lone Jack Road 118 + 80 PB 128.1 6.1 94 5 Pass 2/4/91 233 Lone Jack Road 118 + 50 PZ 125.0 7.0 92 5 Pass 2/4/91 234 Lone Jack Road 119 + 25 PZ 126,2 7,0 93 5 Pass 2/4/91 235 Lone Jack Road 119 + 00 -2 131.1 6,6 96 5 Pass 2/5/91 236 Lone Jack Road 120+00 PB 128,2 5,9 94 5 Pass 2/5/91 237 Lone Jack Road 119+75 PZ 124.2 6.6 91 5 Pass 2/5/91 238 Lone Jack Road 120+25 PZ 125.9 7.6 93 5 Pass 2/5/91 239 Lone Jack Road 120+10 -2 130.8 6.9 96 5 Pass 2/6/91 240 Lone Jack Road 121 +00 PB 125.4 6,9 92 5 Pass 2/6/91 241 Lone Jack Road 119+70 PZ 125,0 6.5 92 5 Pass 2/6/91 242 Lone Jack Road 121 +05 PZ 127.0 7.3 93 5 Pass 1b/12/91 243 Lone Jack Road 116 + 00 FSG 133.1 5.8 98 5 Pass 1~/12/91 244 Lone Jack Road 117+25 FSG 134.7 5.1 99 5 Pass 1b/12/91 245 Lone Jack Road 118+50 FSG 134.9 4.7 99 5 Pass 12/12/91 246 Lone Jack Road 116 + 25; A/B FB 143.0 4,6 100 7 Pass 12/12/91 247 Lone Jack Road 117 + 00; A/B FB 135.4 4,8 95 7 Pass 12/12/91 248 Lone Jack Road 117 + 50; A/B FB 132,2 4.7 93 7 249 Fail 12/12/91 249 248 Lone Jack Road 117 + 50; A/B FB 135.9 4.4 96 7 Pass 12/12/91 250 Lone Jack Road 118 + 25; A/B FB 136,9 4.3 96 7 Pass 12/12/91 251 Lone Jack Road 119+00; A/B FB 136.8 4,3 96 7 Pass 2/12/91 252 Lone Jack Road 116 + 10; A/C FG 150.7 97 11 Pass 2/12/91 253 Lone Jack Road 117 +00; A/C FG 150.7 97 11 Pass 2/12/91 254 Lone Jack Road 118+00; A/C FG 149,0 95 11 Pass 2/12/91 255 Lone Jack Road 119 + 15; A/C FG 150.7 97 11 Pass 2/13/91 256 Lone Jack Road 119+75 FSG 134.9 5.5 99 5 Pass 2/13/91 257 Lone Jack Road 120+25 FSG 133.0 5.6 98 5 Pass 2/13/91 258 Lone Jack Road 119 + 80; A/B FB 136.8 4,9 96 7 Pass 2/13/91 259 Lone Jack Road 121 +00 FSG 132.8 5.2 98 5 Pass 2/13/91 260 Lone Jack Road 121 +75 FSG 128.5 4.8 95 5 Pass 2/13/91 261 Lone Jack Road 122+05 FSG 128.8 5.1 95 5 Pass 2/13/91 262 Lone Jack Road 120+50; A/B FB 136.4 5.2 95 7 Pass 2/13/91 263 Lone Jack Road 121 +25; A/B FB 137.5 5.5 96 7 Pass 2/13/91 264 Lone Jack Road 122+00; A/B FB 135.9 5.0 95 7 Pass Mcepted engineering and testing procedures were used for these tests. The above data are presented for information purposes only. We do not undertake th! guarantee of construction, nor do we relieve the contractor of his responsibility to produce a completed project conforming to the project plans and s~ ecifications, PB '" Pipe Base PZ = Pipe Zone FSG = Rnlshed Subgrade FB = Rnished Base A B = Aggregate Base A/C = Asphalt Concrete FG = Rnished Grade Cþpyright 1992, Kleinfelder, Inc, Page 8 COMPACTION TEST SUMMARY June 23, 1992 -Ejpeline 78/IÞ . p ~OJECT NAME PROJECT NO. 51-1684-01 DRY MOIST. REL RE. . TEST RETEST .,........". ELEV. DENSITY CONT.. COMPo SOIL. TESTED ...'"><< .', ....,.....,.~ .<<<i DATE NO. OF NO. ..~....... .<~ (FT)'.. . . (PCF) . (I(,) (I(,) TYPE BY NO. REMARKS 12/13/91 265 Lone Jack Road 119+ 75; A/C FG 146,0 95 10 Pass 12/13/91 266 Lone Jack Road 120+ 75; A/C FG 152,2 99 10 Pass 12/13/91 267 Lone Jack Road 121+75; A/C FG 146,0 95 10 Pass 12/16/91 268 Lone Jack Road 122+40 PB 125.1 7.1 92 5 Pass 2/16/91 269 Lone Jack Road 122+50 PZ 125,9 6,6 93 5 Pass 12/16/91 270 Lone Jack Road 123+20 PZ 124.2 7,2 91 5 Pass 12/16/91 271 Lone Jack Road 122+75 -2 131.6 6.9 97 5 Pass 2/17/91 272 Lone Jack Road 123 + 80 PB 126,8 7.6 93 5 Pass 2/17/91 273 Lone Jack Road 123+50 PZ 123,6 7.4 91 5 Pass 2/20/91 274 Lone Jack Road 125+00 PB 128,1 7,6 94 5 Pass 2/20/91 275 Lone Jack Road 124+60 PZ 123.9 7.2 91 5 Pass 2/20/91 276 Lone Jack Road 125+50 PZ 123.0 7.7 90 5 Pass 2/20/91 277 Lone Jack Road 124 +80 -2 133,6 7.4 98 5 Pass 2/23/91 278 Lone Jack Road 126+00 PB 125.4 5.5 92 5 Pass 2/23/91 279 Lone Jack Road 126+30 -2 133.1 7.4 98 5 Pass 2/23/91 280 Lone Jack Road 127+00 PZ 127.2 7.2 93 5 Pass 2/24/91 281 Lone Jack Road 122+30 FSG 136,0 6,4 100 5 Pass 2/24/91 282 Lone Jack Road 123+00 FSG 134,4 6.5 99 5 Pass 2/24/91 283 Lone Jack Road 124 + 50 FSG 134.0 6.5 99 5 Pass 2/24/91 284 Lone Jack Road 125+00 FSG 135,0 6,7 99 5 Pass 2/24/91 285 Lone Jack Road 122+60; A/B FB 138,9 4,8 98 7 Pass 2/24/91 286 Lone Jack Road 123+90; A/B FB 134.7 5.1 95 7 Pass 2/24/91 287 Lone Jack Road 125+10; A/B FB 136.4 5.0 96 7 Pass 2/24/91 288 Lone Jack Road 123+40; A/C FG 150.0 96 11 Pass 2/24/91 289 Lone Jack Road 124 + 90; A/C FG 151.2 97 11 Pass 2/26/91 290 Lone Jack Road 127+30 PB 124.5 7.0 92 5 Pass 2/26/91 291 Lone Jack Road 127+25 PZ 124.4 6,2 91 5 Pass 2/26/91 292 Lone Jack Road 128+ 70 PB 132.6 5.7 98 5 Pass 2/26/91 293 Lone Jack Road 128+50 PZ 127.1 6.2 93 5 Pass 2/26/91 294 Lone Jack Road 128+80 PZ 122.3 6.5 90 5 Pass 2/26/91 295 Lone Jack Road 128 + 70 -2 132.0 5.7 97 5 Pass 2/26/91 296 Lone Jack Road 127+40 -1 133.0 6,8 98 5 Pass 2/31/91 297 Lone Jack Road 130+ 15 PB 129,2 6.6 95 5 Pass Mcepted engineering and testing procedures were used for these tests. The above data are presented for information purposes only. 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 sl ecifications. P6 = Pipe Base PZ '" Pipe Zone FSG .. Ftnished Subgrade FB '" Ftnished Base A B = Aggregate Base A/C .. Asphalt Concrete FG .. Ftnished Grade C pyright 1992, Kleinfelder, Inc. Page 9 j>MPACTION TEST SUMMAI June 23, 1992 P~OJECT NAME Pipeline 78/7C PROJECT NO. 51-1684-01 . ,..,'.' ......'..>1. ..."."...< ~ .. DRY MOIST. REL RE. TEST RETEST .", .,' ...< ..,.,..'. ,....,.>.'....... E1.EV, DENSITY CONT, COMPo SOIL TESTED .. DATE NO. OF NO. . , ".".....".....,.",....,.. ....." . . .,<L . ..' ./ .~~, < (Fr). .(PCF) ..' (%) . (%) TYPE BY NO. REMARKS 2/31/91 298 Lone Jack Road 129+30 PZ 123,9 6.2 91 5 Pass 2/31/91 299 Lone Jack Road 130+30 PZ 125,4 6,9 92 5 Pass 1/2/92 300 Lone Jack Road 131 + 10 PZ 122,7 6.6 90 5 Pass 1/2/92 301 Lone Jack Road 131 +40 -3 121.9 6.2 90 5 302 Fail 1/2/92 302 301 Lone Jack Road 131 +40 -3 131.2 6.9 97 5 Pass 1/8/92 303 Lone Jack Road 131 +90 -2 130.8 6.8 96 5 Pass 1/9/92 304 Lone Jack Road 125+ 85 FSG 132,0 5.2 97 5 Pass 1/9/92 305 Lone Jack Road 127+00 FSG 135.2 5,5 99 5 Pass 1/9/92 306 Lone Jack Road 127 +90 FSG 133.9 6,0 98 5 Pass 1/9/92 307 Lone Jack Road 125 + 80: A/B FB 140,4 4,6 98 7 Pass 1/9/92 308 Lone Jack Road 126+80; A/B FB 139.0 5.6 97 7 Pass 1/9/92 309 Lone Jack Road 127 + 70; A/B FB 140.0 5,4 98 7 Pass 1/9/92 310 Lone Jack Road 128 + 00; A/B FB 143.7 5.2 100 7 Pass 1/9/92 311 Lone Jack Road 129+00 FSG 124.4 4,9 93 4 312 Fail 1/9/92 312 311 Lone Jack Road 129 + 00 FSG 125.8 5.5 95 4 Pass 1/9/92 313 Lone Jack Road 125 + 95; A/C FG 147.7 95 11 Pass 1/9/92 314 Lone Jack Road 127+00; A/C FG 148.6 95 11 Pass 1/9/92 315 Lone Jack Road 127+90; A/C FG 148.6 95 11 Pass 1/9/92 316 Lone Jack Road 129 + 30; A/B FB 128.8 4.0 90 7 317 Fail 1/9/92 317 316 Lone Jack Road 129+30; A/B FB 142,0 3.8 100 7 Pass 1/10/92 318 Lone Jack Road 129 + 75 FSG 133.7 5.3 98 5 Pass 1/10/92 319 Lone Jack Road 131 +00 FSG 134.6 5,9 99 5 Pass 1/10/92 320 Lone Jack Road 131 + 70 FSG 135.0 6,0 99 5 Pass 1/10/92 321 Lone Jack Road 130+00: A/B FB 135.5 4.6 95 7 Pass 1/10/92 322 Lone Jack Road 131 +25; A/B FB 138.0 5.4 97 7 Pass 1/10/92 323 Lone Jack Road 130+25; A/C FG 151,0 95 12 Pass 1/10/92 324 Lone Jack Road 131 +50: A/C FG 150.4 95 12 Pass 1/10/92 325 Lone Jack Road 132+50 PB 126.5 6.1 93 5 Pass 1/10/92 326 Lone Jack Road 132+15 PZ 123.9 6.2 91 5 Pass 1/13/92 327 Lone Jack Road 133+25 PB 126.2 5.8 93 5 Pass 1/13/92 328 Lone Jack Road 133+00 PZ 124.8 5.5 92 5 Pass 1/13/92 329 Lone Jack Road 134 + 00 PZ 122.7 6.1 90 5 Pass 1/13/92 330 Lone Jack Road 133+15 .2 130.8 6.0 96 5 Pass Mcepted engineering and testing procedures were used for these tests. The above data are presented for information purposes only. We do not undertake th~ guarantee of construction, nor do we relieve the contractor of his responsibility to produce a completed project conforming to the project plans and sl ecifications. PB .. Pipe Base PZ .. Pipe Zone FSG .. Finished Subgrade FB.. Finished Base A B .. Aggregate Base A/C .. Asphalt Concrete FG = Finished Grade CJpyright 1992, Kleinfelder, Inc. Page 10 COMPACTION TEST SUMMARY June 23, 1992 P OJECT NAME -Ejpeline 78 /7' . PROJECT NO. 51-1684-01 DRY MOIST. REL. TEST RETEST DENSITY CONT. COMPo SOIL DATE NO... OF NO, (PCF) . (%) .. (%) TYPE REMARKS /13/92 331 Lone Jack Road 133+ 10 -4 126.9 6,5 93 5 Pass /13/92 332 Lone Jack Road 132+80 PZ 131.8 7.6 97 5 Pass /14/92 333 Lone Jack Road 135+00 PB 126.2 6.6 93 5 Pass /14/92 334 Lone Jack Road 134 + 70 PZ 124,0 6.8 91 5 Pass /14/92 335 Lone Jack Road 136+00 PZ 125,5 6,2 92 5 Pass /14/92 336 Lone Jack Road 135+25 -2 131.9 6,2 97 5 Pass /15/92 337 Lone Jack Road 136 + 80 PB 126.7 6.1 93 5 Pass /15/92 338 Lone Jack Road 136+40 PZ 128.1 6,1 94 5 Pass /15/92 339 Lone Jack Road 138+00 PZ 125,4 6.9 92 5 Pass /15/92 340 Lone Jack Road 137 + 00 -2 130.8 6.5 96 5 Pass /16/92 341 Lone Jack Road 139+20 PB 128.1 7.1 94 5 Pass /16/92 342 Lone Jack Road 138+80 PZ 128.2 7.7 94 5 Pass /16/92 343 Lone Jack Road 139+50 PZ 125,9 7.4 93 5 Pass /16/92 344 Lone Jack Road 139+20 -2 133.0 7.2 98 5 Pass /17/92 345 Lone Jack Road 139+90 PZ 125.4 6,6 92 5 Pass /23/92 346 Lone Jack Road 135+50 FSG 133.8 5.6 98 5 Pass /23/92 347 Lone Jack Road 136+50 FSG 134.6 5,9 99 5 Pass /23/92 348 Lone Jack Road 131+90 FSG 136,0 6.0 100 5 Pass 1/23/92 349 Lone Jack Road 136+00; A/B FB 138,0 5.4 97 7 Pass 1/23/92 350 Lone Jack Road 138 + 00; A/B FB 139.6 5.7 98 7 Pass 1/23/92 351 Lone Jack Road 135+ 75; A/C FG 151.4 95 12 Pass 1/23/92 352 Lone Jack Road 137 + 75; A/C FG 152.0 96 12 Pass 1/24/92 353 Lone Jack Road 132+25 FSG 133,6 5.1 98 5 Pass 1/24/92 354 Lone Jack Road 133+50 FSG 132.2 5.9 97 5 Pass 1/24/92 355 Lone Jack Road 134 + 75 FSG 134.6 5.4 99 5 Pass 1/24/92 356 Lone Jack Road 132+50; A/B FB 139.3 5.4 97 7 Pass 1/24/92 357 Lone Jack Road 133+75; A/B FB 139.2 5.7 98 7 Pass 1/24/92 358 Lone Jack Road 134 + 00; A/C FG 151.9 96 12 Pass 1/24/92 359 Lone Jack Road 132+00; A/C FG 151.4 95 12 Pass 1/30/92 360 Lone Jack Road 141 +50 PB 125.4 5.9 92 5 Pass 1/30/92 361 Lone Jack Road 142+00 PZ 123.9 6.0 91 5 Pass 1/30/92 362 Lone Jack Road 141 +30 -1 124.0 6.1 91 5 Pass 1/31/92 363 Lone Jack Road 142+80 PB 126.8 6.0 93 5 Pass pted engineering and testing procedures were used for these tests. The above data are presented for information purposes only. We do not undertake t e guarantee of construction, nor do we relieve the contractor of his responsibility to produce a completed project conforming to the project plans and s ecifications. PZ .. Pipe Zone FSG .. FInished Subgrade FB.. FInished Base A/C .. Asphalt Concrete FG .. FInished Grade pyright 1992, Kleinfelder, Inc, Page 11 . COMPACTION TEST SUMMARY June 23, 1992 PHOJECT NAME Pipeline 78/7. . PROJECT NO. 51-1684-01 DRY MOIST, REL. RE- TEST RETEST { ELEV. DENSITY CONT, COMPo SOIL TESTED DATE NO. OF NO. ,.. LOCATION (FT) (PCF) ... ... (%) (%) TYPE BY NO. REMARKS /31/92 364 Lone Jack Road 142+ 50 PZ 128.1 6.0 94 5 Pass /31/92 365 Lone Jack Road 143+00 .2 129,5 5,9 95 5 Pass /4/92 366 Lone Jack Road 144+00 PZ 126,8 6,8 93 5 Pass ~/4/92 367 Leine Jack Road 143 + 50 -2 131.8 7,1 97 5 Pass /5/92 368 Lone Jack Road 144+90 PB 125.4 6.6 92 5 Pass ~/5/92 369 Lone Jack Road 144+50 PZ 127,4 5,9 94 5 Pass 2/5/92 370 Lone Jack Road 145+00 -2 130,9 6.6 96 5 Pass /18/92 371 Lone Jack Road 146+00 PB 128,1 5,5 94 5 Pass /18/92 372 Lone Jack Road 145 + 75 PZ 122,9 6.6 90 5 Pass /18/92 373 Lone Jack Road 146+25 .2 129.5 6,8 95 5 Pass /19/92 374 Lone Jack Road 147+00 PZ 126.8 5,9 93 5 PI\SS /19/92 375 Lone Jack Road 146+ 75 .2 130.8 6,2 96 5 Pass /20/92 376 Lone Jack Road 148+ 10 PB 127.0 6.2 93 5 Pass /20/92 377 Lone Jack Road 147+80 PZ 126,8 6.8 93 5 Pass I /20/92 378 Lone Jack Road 148+50 -2 132.2 6.5 97 5 Pass I I /21/92 379 Lone Jack Road 149+25 PZ 128.1 6.5 94 5 Pass /21/92 380 Lone Jack Road 149+55 .2 130.8 6.8 96 5 Pass /24/92 381 Lone Jack Road 147+00 FSG 132,1 5.7 97 5 Pass ~/24/92 382 Lone Jack Road 148+00 FSG 133.6 5.9 98 5 Pass /24/92 383 Lone Jack Road 149+00 FSG 134.6 5.1 99 5 Pass '/24/92 384 Lone Jack Road 147+50; A/B FB 133,6 6.0 98 5 Pass ')/24/92 385 Lone Jack Road 148 + 50: A/B FB 133.0 5,6 98 5 Pass 2/24/92 386 Lone Jack Road 146 + 75; A/C FG 153,5 97 12 Pass 2/24/92 387 Lone Jack Road 149+25; A/C FG 150.7 95 12 Pass 2/25/92 388 Lone Jack Road 143+50 FSG 132.1 6.1 97 5 Pass 2/25/92 389 Lone Jack Road 145+50 FSG 133.0 6.6 98 5 Pass 2/25/92 390 Lone Jack Road 144+00; A/B FB 137.6 5.4 97 7 Pass 2/25/92 391 Lone Jack Road 146+00: A/B FB 136.3 5.9 96 7 Pass 2/25/92 392 Lone Jack Road 143+75: A/C FG 150.4 95 12 Pass 2/25/92 393 Lone Jack Road 145 + 75; A/C FG 151.0 95 12 Pass 2/26/92 394 Lone Jack Road 143+00 FSG 133.8 6,0 98 5 Pass 2/26/92 395 Lone Jack Road 142 + 75; A/B FB 137,9 5.9 97 7 Pass 2/26/92 396 Lone Jack Road 143+25; A/C FG 152.6 96 12 Pass Ai:cepted engineering and testing procedures were used for these tests. The above data are presented for information purposes only. We do not undertake ~e guarantee of construction, nor do we relieve the contractor of his responsibility to produce a completed project conforming to the project plans and s ecifications. P3 = Pipe Base PZ .. Pipe Zone FSG .. FInished Subgrade FB.. FInished Base f.. B .. Aggregate Base A/C .. Asphalt Concrete FG .. FInished Grade Copyright 1992, Kleinfelder, Inc, Page 12 . COMPACTION TEST SUMMARY June 23, 1992 P ~OJECT NAME P!QWne 78/1Þ . PROJECT NO. 51-1684-01 . .....<.....,..ii...................,. ,ii~, DRY... MOIST. REL. RE-. TEST RETEST ...' ELEV. DENSITY. CONT.. COMP; SOIL TESTED .~ ..'.~ ~ DATE ..NO.. OF NO. ..,..,..,.",.." .. ,........:...:'" '..""'." ..,'. . (FT) (PCF) .. (%) ,.. (%). TYPE BY NO, . REMARKS /27/92 397 Lone Jack Road 102+ 25 PZ 125.4 6,6 92 5 Pass /27/92 398 Lone Jack Road 101 +75 .2 130.0 7,1 96 5 Pass /28/92 399 Lone Jack Road 103+ 25 PZ 126.1 7.1 93 5 Pass /28/92 400 Lone Jack Road 103+50 .2 131.6 7.2 97 5 Pass 3/4/92 401 Lone Jack Road-Conn, 150+00 PB 125.9 7,3 93 5 Pass /11/92 402 Lone Jack Road 141 +20 .2 124.8 6,5 92 5 - Pass /11/92 403 Lone Jack Road 113 + 50 PZ 124,0 6.9 91 5 Pass 3/11/92 404 Lone Jack Road 114+84 PZ 125,0 7.1 92 5 Pass 3/11/92 405 Lone Jack Road 113+50 -2 130.8 7.0 96 5 Pass 3/11/92 406 Lone Jack Road 114+84 -2 131.7 6,1 97 5 Pass 3/12/92 407 Lone Jack Road-F.H. 149+ 15 PZ 125,3 6,6 92 5 Pass 3/12/92 408 Lone Jack Road-4" blow-off 150+00 PZ 123.6 6.7 91 5 Pass 3/13/92 409 Lone Jack Road-F.H. 149+ 15 -2 130.8 6.8 96 5 Pass 3/13/92 410 Lone Jack Road-4" blow-off 150+00 -2 129.5 7.1 95 5 Pass 3/16/92 411 Lone Jack Road-serv. ass, 102+90 -2 130.8 6.6 96 5 Pass 3/16/92 412 Lone Jack Road-serv. ass. 102+55 .2 131.6 6.5 97 5 Pass 3/18/92 413 Lone Jack Road-12" conn, 150+00 -2 131.5 6.8 97 5 Pass 3/19/92 414 Lone Jack Road 139+60 -2 126.2 6.5 93 5 Pass 3/20/92 415 Lone Jack Road 109+95 PZ 125.4 6.8 92 5 Pass 3/30/92 416 Lone Jack Road 146+64 PZ 129.7 4.3 91 7 Pass 3/31/92 417 Lone Jack Road 146+64 -3 125.9 5,6 93 5 Pass 4/2/92 418 Lone Jack Road 138+75 PB 125,1 5.6 92 5 Pass 4/2/92 419 Lone Jack Road 138 + 75 PZ 126.2 5,8 93 5 Pass 4/2/92 420 Lone Jack Road 138+75 FSG 129.5 6.0 95 5 Pass 4/13/92 421 Lone Jack Road 105+95 -2 129.7 6.1 95 5 Pass 4/15/92 422 Lone Jack Road 150+00 FSG 133.3 5,5 98 5 Pass 4/15/92 423 Lone Jack Road 150+00; A/B FB 138,2 4.4 97 7 Pass 4/15/92 424 Lone Jack Road 150+ 00; A/C FG 152.0 95 13 Pass 4/16/92 425 Lone Jack Road 149+ 15: A/B FB 137.2 4.9 96 7 Pass 4/16/92 426 Lone Jack Road 146+64; A/B FB 138.2 4.7 97 7 Pass 4/16/92 427 Lone Jack Road 146 + 00; A/B FB 138.2 5.2 97 7 Pass 4/16/92 428 Lone Jack Road 149+ 15; A/C FG 152.1 95 13 Pass 4/16/92 429 Lone Jack Road 146+64; A/C FG 151.9 95 13 Pass A:x:epted engineering and testing procedures were used for these tests. The above data are presented for information purposes only. We do not undertake It e guarantee of construction, nor do we relieve the contractor of his responsibility to produce a completed project conforming to the project plans and s ecifications. PB .. Pipe Base PZ .. Pipe Zone FSG .. Rnlshed Subgrade FB.. Rnished Base A B .. Aggregate Base A/C .. Asphalt cOncrete FG .. Rnished Grade Copyright 1992, Kleinfelder, Inc. Page 13 . ' COMPACTION TEST SUMMARY June 23, 1992 PF OJECT NAME Pipeljne 7817' . PROJECT NO. 51-1684-01 .,),/... ., DRY.'...' MOIST. REL.. RE. ) I' TEST RETEST ~~~ ELEV. DENSITY CONT, COMPo SOIL TESTED I REMARKS bATE NO. OFNO; .o (FT) . (PCF) .... .(%) (%) TYPE BY NO. ....... .. 4 16/92 430 Lone Jack Road 146 + 00; A/C FG 152,3 95 13 Pass 41120/92 431 Lone Jack Road 115 + 00 FSG 132,2 5.3 97 5 Pass 41'20/92 432 Lone Jack Road 115+75 FSG 133,6 5.4 98 5 Pass 4'20/92 433 Lone Jack Road 1 15 + 25; A/B FB 140,6 5,9 99 7 Pass 4'20/92 434 Lone Jack Road 114+84; A/B FB 142.3 5.1 100 7 Pass 4'20/92 435 Lone Jack Road 115+50; A/C FG 152.5 95 13 Pass 41'21/92 436 Lone Jack Road 150 + 00 PB 130,1 6,0 91 7 Pass 41121/92 437 Lone Jack Road 150+00 PB 130.9 6,2 92 7 Pass 41'22/92 438 Lone Jack Road 109+38 PB 127,8 5,8 94 5 Pass 41122/92 439 Lone Jack Road 102+30 -2 129.5 6,3 95 5 Pass 41'27/92 440 Lone Jack Road 138+ 75; A/C FG 153,6 96 13 Pass 41'27/92 441 Lone Jack Road 135 + 70; A/C FG 150.4 95 13 Pass ~I'27 /92 442 Lone Jack Road 133+00; A/C FG 155.3 97 13 Pass ~ '28/92 443 Lone Jack Road 125+62; A/C FG 151.9 95 12 Pass 4'28/92 444 Lone Jack Road 124+00; A/C FG 152.5 95 13 Pass 4'29/92 445 Lone Jack Road 6+06 -2 129.6 6,2 95 5 Pass 41'30/92 446 Lone Jack Road 113+58; A/C FG 151.2 95 13 Pass 41'30/92 447 Lone Jack Road 114+00; A/C FG 151.4 95 13 Pass /1/92 448 Lone Jack Road 111 + 79; A/C FG 151.4 95 13 Pass /1/92 449 Lone Jack Road 109+ 38: A/C FG 152,6 96 13 Pass /1/92 450 Lone Jack Road 107+44; A/C FG 151.0 96 13 Pass /1/92 451 Lone Jack Road 106+51; A/C FG 150.9 95 13 Pass /4/92 452 Lone Jack Road 102+25 .2 130.8 6,0 96 5 Pass /4/92 453 Lone Jack Road 102+25 FSG 133.6 6.5 98 5 Pass /4/92 454 Lone Jack Road 102+25; A/B FB 138.5 5.9 97 7 Pass /4/92 455 Lone Jack Road 103+00 FSG 133.3 5,8 98 5 Pass /4/92 456 Lone Jack Road 103+ 00; A/B FB 142.5 5.0 100 7 Pass /4/92 457 Lone Jack Road 102+25; A/C FG 151.4 95 13 Pass /4/92 458 Lone Jack Road 103+25; A/C FG 152.9 96 13 Pass A/:;( :epted engineering and testing procedures were used for these tests. The above data are presented for information purposes only. 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 Spl cifications. PB .: Pipe Base PZ '" Pipe Zone FSG '" FInished Subgrade FB '" FInished Base AI .: Aggregate Base AlC '" Asphalt Concrete FG '" FInished Grade Co byright 1992. Kleinfelder, Inc. Page 14 . ' . . TABLE 3 I REPORT OF LABORATORY SIEvt ANALYSIS TEST RESULTS Project No. 51-1684-01 Sample: Brown Silty Sand Project Name: Pipeline 7B/7C Sample Location: Import material Replacement placed at pipe base and in pipe zone. Supplier: Chilcote Manufacturer Date Sampled: September 9, 1991 ... . .... ..: ...: ...,' I<.V .. .., ..... . . . . .. .. ...... ..... . .... ... . . ..., . ,..... "::PERCENT<PASSING:....: .. .. . . ... .....'. ... . > SPEciFicATIONS:, :. 1" ~" 112" o/a" 100 95 100 75 - 100 #4 #8 #16 #30 #50 77 57 44 32 12 - 50 #100 #200 22 15 5 - 20 0 - 15 Copy!Ílht 1992, Klcåúcldcr, Inc. . . TABLE 3 (Con't) I REPORT OF LABORATORY SIEVE ANALYSIS TEST RESULTS Project No. 51-1684-01 Sample: Yellow Sand Project Name: Pipeline 7B /7C Sample Location: Imported material Replacement placed at pipe base in pIpe zone. Supplier: Sorrento Sand Date Sampled: September 9, 1991 ., ........................'.....8. :šÎžÊ<~~........"'..'.'...'... I I<:VI< . <,.... -.'---.......".,,' . . . . . . . ... ... . .. . ....... ..... . .. . .. .... . . ... . .. . . . . ...., ... . .. .. . ....PERCENT, . . PASSINO:: .. .,. .... . ..... . . .... .. .. . .. .... . . ...... .... ....... .. .... ..... .. SPECIFICATIÖNS ...... I" %" 1/2" o/a" 100 75 - 100 #4 #8 #16 #30 #50 100 99 94 12- 50 #100 #200 45 14 8 5 - 20 0 - 15 Copy!Ílhl 1992, Klcinfclder, IDe. . . TABLE 3 (Con't) REPORT OF LABORATORY SIEVE ANALYSIS TEST RESULTS Project No. 51-1684-01 Sample: Sandy Gravel (Rock Refill) Project Name: Pipeline 7B/7C Sample Location: Import material Replacement placed as rock refill. Supplier: Y -Rock Date Sampled: February 10, 1992 I....,.. ~ "" . . ..... . . . ... .. .. .. ............ . .. ..... ... .... . . ..... ... . ... ~~ 'J!.. 1<' ~<PER CENT PAS SiNG .'..... ,....SPËCIFICATIONS. .... I" 100 *" 92 60 - 100 lh" 63 3Ja" 43 #4 31 25 - 55 #8 26 #16 20 #30 15 10 - 30 #50 11 #100 7 #200 5 0 - 15 Copy!Ílbl ]992, Klcinfc]dcr, me.