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HomeMy WebLinkAbout3593; Faraday Avenue Improvement; In-Place Density Test Results; 2001-01-04KLEIN FELDER January 4, 2001 Project No. 51-410002-011 Ms. Sheri Howard DEPARTMENT City of Carlsbad Engineering Department 2075 Las Palmas Drive Carlsbad, California 92009 Subject: Report of In-Place Density Test Results Utility Trench, Sidewalks, Curb and Gutter, and Median Project: Faraday Avenue Improvements Carlsbad, California City Project No. 3593 Reference: Faraday Avenue Grading and Drainage Plans City of Carlsbad Engineering Department Dated 6-10-1999 (revised) Dear Ms. Howard: In accordance with our agreement, we have performed in-place density testing services associated with utility trench installation, sidewalks, curb and gutter installation, and median work for the Faraday Avenue improvements located in Carlsbad, California. The scope of our services consisted of in-place density testing, laboratory tests for moisture-density curves of the backfill material, and preparation of this summary of compaction test results. In-place density testing was performed on a part-time, "as-called" basis. Our services covered by this report were performed from January 28,-2000 through July 19, 2000. The project contractor was El Cajon Grading. The maximum dry density and optimum moisture content of samples of backfill materials were evaluated at our laboratory in general accordance with ASTM test procedure D-1557. The results of the tests are presented in Table 1 entitled "Maximum Density Test Results." In-place density tests were performed in general conformance with ASTM test procedures D2922 and D3017 (nuclear method of determination of density and moisture, respectively). The results of these tests, at the specific locations tested, are presented on Table 2 entitled "In-Place Density Test Summary." Our tests were provided on a part time, "as-called" basis, and we did not observe earthwork operations on a near-continuous basis. Therefore, we cannot comment that all backfill soils have been placed and compacted in accordance with the project specifications. 51-410002-01 1/5110L511.doc Page I of 2 January 4, 2001 Copyright 2001 Kteinfeldcr, Inc. KLEINFELDER 5015 Shoreham Place, San Diego, CA92122 (858) 320-2000 (858) 320-2001 fax Our tests have been performed in accordance with the generally accepted backfill testing practices in the Carlsbad area at this time. No warranty, expressed or implied, is made. We appreciate this opportunity to have been of service. If you have any questions or need additional information regarding this report, please contact our office. Sincerely, KLEINFELDER, INC. Todd C. Schmitz Assistant Geologist TCS:RCT:dlj C Ronald C. Thomson Operations Manager Attachments: Table 1 - Maximum Density Test Results Table 2 - In-Place Density Test Summary 51-410002-011/5110L511.doc Copyright 2001 Kteinfelder, Inc. Page 2 of 2 Ianimrv4. 2001 KLEINFELDER 5015 Shoreham Place, San Diego, CA92122 (858) 320-2000 (858)320-2001 fax KL E I N F E L DER TABLE 1 MAXIMUM DENSITY TEST RESULTS Project: Faraday Avenue Improvements Project No. 51-410002-011 Sandy Silt with Clay 11.8 121.0 Sandy Silt 11.2 120.0 Light Tan Silty Sand 13.0 119.8 Sand 11.5 124.5 Light Brown, Silty, Sandy, Clay 10.5 122.0 Sand 5.5 114.0 Class II Recycled Aggregate Base 10.3 126.4 Class II Aggregate Base 7.2 132.0 Class II aggregate Base 6.2 141.5 10 Class II Recycled Aggregate Base 11.5 122.0 11 % inch A.C.N/A 144.5 12 Class II Aggregate Base 7.0 139.0 13 Medium Brown Silty Sand w/Clay 11.5 132.0 51-410002-011/5110M186.doc Copyright 2001 Kleinfelder, Inc. Page 1 of 20 January 4, 2001 K L E I N F EL D ER TABLE 2 COMPACTION TEST SUMMARY Project: Faraday Avenue Improvements Project No. 51-410002-011 1-28 SM 1-28 SM 1-28 SM 2-1 SM 2-1 SM 2-1 SM 2-1 SM 2-1 SM 2-1 SM 2-1 SM 2-1 SM 2-2 SM 2-2 SM 2-2 SM 2-2 SM 2-3 SM 2-3 SM 2-3 SM 2-3 SM 2-4 SM 2-4 SM 2-4 SM 2-4 SM 2-4 SM 2-7 SM 2-7 SM 2-7 SM 2-7 SM 2-8 SM 2-8 SM 2-8 SM 2-8 SM 2-8 SM 2-8 SM 2-8 SM 2-8 SM 2-9 SM 2-9 SM 2-9 SM 2-9 SM 2-9 SM 2-9 SM 2-9 SM 2-9 SM 2-9 SM 2-10 SM 2-10 SM 2-10 SM w SI S2 S3 S4 S5 S6 S7 S8 S9 S10 Sll S12 S13 S34 S15 S16 S17 S18 S19 S20 S21 S22 S23 . S24 S25 S26 S27 S28 S29 S30 S31 S32 S33 S34 S35 S36 S37 S38 S39 S40 S41 S42 S43 S44 S45 S46 S47 S48 pB^tJHH Sewer Sta. 206+25 Sewer Sta. 206+30 Sewer Sta. 206+20 Sewer Sta. 206+00 Sewer Sta. 206+00 Sewer Sta. 205+80 Sewer Sta. 205+80 Sewer Sta. 205+75 Sewer Sta. 205+75 Sewer Sta. 205+50 Sewer Sta. 205+50 Sewer Sta. 205+00 Sewer Sta. 205+00 Sewer Sta. 204+75 Sewer Sta. 204+75 Sewer Sta. 204+50 Sewer Sta. 204+40 Sewer Sta. 204+40 Sewer Sta. 204+30 Sewer Lateral 206+05 Sewer Lateral 206+05 Sewer Lateral 206+05 Sewer Main Sta. 207+75 Sewer Main Sta. 207+75 Sewer Main Sta. 207+30 Sewer Main Sta. 207+30 Sewer Main Sta. 207+90 Sewer Main Sta. 209+25 Sewer Main Sta. 209+50 Sewer Main Sta. 209+50 Sewer Main Sta. 210+10 Sewer Main Sta. 209+75 Sewer Main Sta. 210+75 Sewer Main Sta. 212+35 Sewer Main Sta. 211+75 Sewer Main Sta. 212+75 Sewer Manhole #2 Sewer Manhole #2 Sewer Manhole #2 Sewer Main Sta. 2 13+25 Sewer Main Sta. 213+75 Sewer Main Sta. 214+30 Sewer Main Sta. 213+50 Sewer Main Sta. 214+00 Sewer Main Sta. 214+50 Sewer Main Sta. 2 15+25 Sewer Main Sta. 215+75 Sewer Main Sta. 216+00 - •> * *V_», i , * «*--I?iMti '"«E«S^4~ tit/Si $ -5 FSG -3 -5 -2 -6 -3 -6 -2 -3 -2 -8 -2 -5 -3 -3 -5 -2 -6 -3 -4 -1 -4 -2 -4 -2 -3 -5 -1 -1 -3 -1 -1 -2 -1 -4 -5 -2 -1 -3 -4 -3 -1 -2 -2 -3 -4 -1 *m 101.5 102.0 101.9 109.4 109.3 109.1 109.6 108.7 109.9 108.9 110.0 109.3 108.7 109.7 111.6 107.6 110.3 108.3 109.2 109.0 108.7 109.1 108.8 109.3 108.9 109.2 109.0 110.1 109.3 108.7 108.5 110.8 113.7 111.1 113.3 113.2 112.8 109.2 110.7 114.0 112.3 110.1 107.7 112.7 107.7 108.9 114.1 114.7 J8sWWp5 17.7 15.1 16.0 9.4 13.8 14.5 12.0 14.5 15.0 13.1 12.7 16.9 13.9 14.5 11.4 11.2 10.9 12.0 10.7 16.0 15.0 12.3 13.1 12.0 16.0 13.9 14.0 11.9 12.7 8.7 9.0 8.5 8.9 10.7 6.8 10.9 12.5 11.5 10.9 10.6 9.8 13.7 10.4 12.7 13.7 16.3 8.3 8.9 *- 4$$' J 92 93 92 90 90 90 90 90 91 90 91 91 91 91 93 90 92 90 91 90 90 90 90 90 90 90 90 92 91 91 90 92 95 93 94 94 94 91 92 95 94 92 90 94 90 91 95 95 1 t^-f^ j^ri 1 1 1 1 1 1 1 1 2 2 2 2 2 2 2 2 1 1 1 1 1 1 1 1 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 3 3 1 Hi,*1*4-r* „•* ,• *T ^ -V-j £ * Notes: CL = centerline; LT = left; RT = right; SG = subgrade; AC = asphalt concrete; FSG = Finished subgrade; FBG = Finished base grade 51-410002-011/5110M186.doc Copyright 2001 Kleinfelder, Inc. Page 2 of 20 January 4, 2001 K1 KLEINFELDER 2-1 OSM 2-10 SM 2-10 SM 2-10 SM 2-1 1 SM 2-11 SM 2-11 SM 2-11 SM 2-11 SM 2-11 SM 2-11 SM 2-11 SM 2-11 SM 2-15 SM 2-15 SM 2-15 SM 2-15 SM 2-15 SM 2-15 SM 2-15 SM 2-15 SM 2-15 SM 2-1 8 SM 2-18 SM 2-1 8 SM 2-18 SM 2-1 8 SM 2-18 SM 2-1 8 SM 2-28 SM 2-28 SM 2-28 SM 2-28 SM 2-28 SM 2-28 SM 2-28 SM 2-28 SM 2-28 SM 2-28 SM 2-28 SM 2-28 SM 2-29 SM 2-29 SM 2-29 SM 2-29 SM 2-29 SM 2-29 SM 2-29 SM 2-29 SM 3-1 SM 3-1 SM EXS-^Eff,^ * Hl*^Wi^^??^*T^^^ '^^^^^^^^^^ S49 S50 S51 S52 S53 S54 S55 S56 S57 S58 S59 S60 S61 S62 S63 S64 S65 S66 S67 S68 S69 S70 S71 S72 S73 S74 S75 S76 S77 S78 S79 S80 S81 S82 S83 S84 S85 S86 S87 S88 S89 S90 S91 S92 S93 S94 S95 S96 S97 S98 S99 Sewer Main Sta. 216+25 Sewer Main Sta. 216+25 Sewer Main Sta. 216+50 Sewer Main Sta. 216+75 Sewer Manhole #1 Sewer Manhole #1 Sewer Main Sta. 217+00 Sewer Main Sta. 218+50 Sewer Main Sta. 218+25 Sewer Main Sta. 218+00 Sewer Main Sta. 217+75 Sewer Main Sta. 217+50 Sewer Main Sta. 217+25 Sewer Main Sta. 218+50 Sewer Main Sta. 219+50 Sewer Main Sta. 219+75 Sewer Main Sta. 220+00 Sewer Main Sta. 220+25 Sewer Main Sta. 220+50 Sewer Main Sta. 220+75 Sewer Main Sta. 221+00 Sewer Main Sta. 221+25 Sewer Main Sta. 221+75 Sewer Main Sta. 222+00 Sewer Main Sta. 222+25 Sewer Main Sta. 222+50 Sewer Main Sta. 222+75 Sewer Main Sta. 223+50 Sewer Main Sta. 223+25 Sewer Main Sta. 224+25 Sewer Main Sta. 224+50 Sewer Main Sta. 224+75 Sewer Main Sta. 225+00 Sewer Main Sta. 225+25 Sewer Main Sta. 225+50 Sewer Main Sta. 209+80 Manhole #3 Sewer Main Sta. 215+03 Manhole #4 Sewer Main Sta. 225+75 Sewer Main Sta. 225+80 Sewer Main Sta. 226+25 Sewer Main Sta. 226+50 Sewer Main Sta. 227+50 Sewer Main Sta. 228+50 Sewer Main Sta. 228+25 Sewer Main Sta. 228+00 Sewer Main Sta. 229+25 Sewer Main Sta. 229+50 Sewer Main Sta. 230+00 Sewer Main Sta. 230+25 Sewer Main Sta. 231+25 Sewer Main Sta. 230+50 jffij -3 -1 -2 -5 -5 -3 -3 -4 -2 -3 -1 -5 -2 -4 -2 -3 -1 -5 -2 -3 -4 -2 -2 -3 -2 -6 -4 -5 -1 -1 -4 -2 -5 -3 -2 -4 -4 -5 -1 -3 -2 -3 -2 -2 -1 -2 -1 -3 -2 -3 -1 l|i*5£SM110.8 114.6 111.3 113.1 110.5 114.9 113.4 109.4 111.3 111.7 113.3 110.0 112.8 112.4 108.7 109.0 108.9 109.1 113.3 115.3 108.8 110.1 114.0 113.6 112.3 110.6 110.0 108.5 110.2 113.5 108.5 109.7 108.8 108.6 109.5 109.2 103.7 108.7 109.1 108.7 109.2 108.5 108.9 108.6 112.3 109.1 109.7 108.8 109.0 109.1 108.6 ,^S- 9.8 9.5 10.1 9.6 9.1 11.8 10.4 14.3 12.4 12.6 11.9 14.4 11.8 8.5 10.1 11.4 13.2 12.0 13.2 11.2 13.1 12.2 12.5 12.3 14.4 14.8 13.7 12.4 11.9 12.7 12.3 13.1 13.7 12.5 11.9 16.9 16.5 13.1 12.4 12.9 12.0 13.0 9.1 10.8 9.7 13.7 14.1 13.2 14.2 10.5 14.9 >»»r£ "; J^U-J 5<P*IM 92 95 92 93 91 95 94 90 92 92 94 91 93 93 90 90 90 90 94 95 90 91 94 94 93 91 91 90 91 94 90 91 90 90 91 90 86 90 90 90 90 90 90 90 93 90 91 90 90 90 90 ** * """^& "*' xss "jfcfn$»; iiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiii i iiiiiiiiiiiiii *$& 5199 5197 SH Fail Fail Notes: CL = centerline; LT = left; RT = right; SG = subgrade; AC = asphalt concrete; FSG = Finished subgrade; FBG = Finished base grade 51-430002-011/5110M186.doc Copyright 2001 Kleinfelder, Inc. Page 3 of 20 January 4, 2001 KLEINFELDER ') T*7V" 1*•£*&£L:Nwi 3-1 SM 3-1 SM 3-1 SM 3-1 SM 3-1 SM 3-2 SM 3-2 SM 3-2 SM 3-2 SM 3-2 SM 3-2 SM 3-2 SM 3-2 SM 3-2 SM 3-2 SM 3-2 SM 3-2 SM 3-3 SM 3-3 SM 3-3 SM 3-3 SM 3-7 SM 3-7 SM 3-7 SM 3-7 SM 3-7 SM 3-7 SM 3-7 SM 3-7 SM 3-7 SM 3-7 SM 3-10 SM 3-10 SM 3-10 SM 3-10 SM 3-10 SM 3-10 SM 3-10 SM 3-10 SM 3-13 SM 3-13 SM 3-13 SM 3-13 SM 3-13 SM 3-13 SM 3-13 SM 3-13 SM 3-14 SM 3-14 SM 3-14 SM 3-14 SM 3-14 SM 3-14 SM ^£itff-^yi^m^ S100 S101 S102 S103 S104 SI 05 SI 06 S107 S108 SI 09 S110 Sill S112 S113 S114 S115 S116 S117 S118 S119 S120 S121 S122 S123 S124 S125 S126 S127 S128 S129 S130 S131 S132 S133 S134 S135 S136 S137 S338 S139 S140 S141 S142 S143 S144 S145 S146 S147 S148 S149 S150 S151 S152 Retest C:*Cl35fMs! **««'' \<- * "" * i : -Ts, A,- -j^iN1',!, j, T* -ttW r H,f^^Aiv\ s k^fji^f ' Sewer Main Sta. 232+25 Sewer Main Sta. 232+50 Sewer Main Sta. 233+50 Sewer Main Sta. 233+00 Sewer Main Sta. 232+75 Sewer Main Sta. 234+00 Sewer Main Sta. 234+50 Sewer Main Sta. 234+25 Sewer Main Sta. 234+75 Sewer Main Sta. 235+00 Sewer Main Sta. Manhole #7 Sewer Main Sta. Manhole #7 Sewer Main Sta. Manhole #6 Sewer Main Sta. Manhole #6 Sewer Main Sta. Manhole #6 Sewer Main Sta. Manhole #8 Sewer Main Sta. Manhole #8 Sewer Main Sta. 236+50 Sewer Main Sta. 236+25 Sewer Main Sta. 237+00 Sewer Main Sta. 237+25 Sewer Main Sta. 238+00 Sewer Main Sta. 238+25 Sewer Main Sta. 236+00 Sewer Main Sta. 236+50 Sewer Main Sta. 238+50 Sewer Main Sta. 238+75 Sewer Main Sta. 239+00 Sewer Main Sta. Manhole #5 Sewer Main Sta. Manhole #5 Sewer Main Sta. Manhole #5 Sewer Main Sta. 240+25 Sewer Main Sta. 240+50 Sewer Main Sta. 240+75 Sewer Main Sta. 240+75 Sewer Main Sta. 241+00 Sewer Main Sta. 241+10 Sewer Main Sta. 241+25 Sewer Main Sta. 241+25 Sewer Main Sta. 241+50 Sewer Main Sta. 241+75 Sewer Main Sta. 242+00 Sewer Main Sta. 242+25 Sewer Main Sta. Manhole #10 Sewer Main Sta. Manhole #1 0 Sewer Main Sta. Manhole #1 0 Sewer Main Sta. 242+50 Sewer Main Sta. 243+73 Sewer Main Sta. 244+00 Sewer Main Sta. 244+25 Sewer Main Sta. 244+50 Sewer Main Sta. 244+75 Sewer Main Sta. 245+75 i*-» , i ,^:'.wi..,1 -3 -2 -3 -1 -3 -5 -2 -1 -3 -2 -4 -1 -6 -4 -1 -4 -2 -3 -2 -1 -5 -1 -1 -2 -4 -2 -6 -3 -4 -2 -1 -3 -5 -6 -4 -5 -2 -6 -4 -2 -4 -6 -1 -5 -3 -1 -2 -2 -1 -5 -4 -3 -2 «S*^:!Ni(flV« 108.9 108.5 109.0 109.2 110.8 113.3 117.8 112.3 115.3 112.4 117.4 111.1 111.7 110.4 109.0 110.4 111.3 117.3 109.3 108.9 110.1 112.9 110.4 109.1 109.1 114.7 116.9 113.9 110.7 109.9 113.4 109.5 108.3 108.7 112.0 113.1 113.0 108.5 109.1 109.7 108.5 108.4 108.7 109.2 111.5 109.8 108.6 108.5 108.8 109.1 108.6 109.8 109.5 •*lwi8t>-Af&tot ' i *3£r ' 13.7 14.5 13.2 13.5 12.7 13.4 10.8 12.1 13.4 11.2 13.0 12.9 11.7 13.9 13.5 12.5 12.7 13.4 12.1 12.7 13.1 11.5 12.9 13.1 13.6 9.4 9.2 9.5 12.7 12.9 7.9 12.2 10.9 13.1 12.6 12.1 13.4 8.0 10.9 10.3 9.9 8.2 8.0 11.1 12.7 11.8 8.9 11.1 11.5 13.6 12.9 13.1 12.4 Rel. , ^iCetag*:M^90 90 90 91 92 94 97 93 95 93 97 92 92 91 90 91 92 97 90 90 91 93 91 90 90 95 97 94 91 91 94 90 90 90 93 93 93 90 90 93 90 90 90 90 92 91 90 90 90 90 90 91 91 >-*• "**| i_** ^ *• J1 1fftttftfcjSasTTf1i.xWK *; 3 3 3 3 3 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 Retesied vi ',at v x *<^cv- Notes: CL = centerline; LT = left; RT = right; SG = subgrade; AC = asphalt concrete; FSG = Finished subgrade; FBG = Finished base grade 51-410002-011/5110M186.doc Copyright 2001 Kleinfelder, Inc. Page 4 of 20 January 4, 2001 KL E I N F EL D E R VfWW'- vI rrr^*^ SJW£?lai&B 3-14 SM 3-14 SM 3-14 SM 3-15 SM 3-15 SM 3-15 SM 3-15 SM 3-16 SM 3-16 SM 3-16 SM 3-16 SM 3-16 SM 3-16 SM 3-16 SM 3-16 SM 3-16 SM 3-16 SM 3-16 SM 3-16 SM 3-17 SM 3-17 SM 3-17 SM 3-17 SM 3-20 SM 3-20 SM 3-20 SM 3-22 SM 3-22 SM 3-22 SM 3-22 SM 3-22 SM 3-22 SM 3-22 SM 3-22 SM 3-22 SM 3-22 SM 3-22 SM 3-22 SM 3-22 SM 3-22 SM 3-22 SM 3-22 SM 3-22 SM 3-22 SM 3-23 SM 3-23 SM 3-23 SM 3-23 SM 3-23 SM 3-23 SM 3-23 SM 3-23 SM 3-23 SM - s^»^«,_ ^ t . *jt?*Sar ""^i!* ->-s S153 SI 54 S155 S156 S157 S158 S159 S160 S161 S162 SI 63 S164 S165 SI 66 S167 S168 S169 SI 70 S171 S172 SI 73 SI 74 SI 75 SI 76 S177 SI 78 W179 W180 W181 W182 W183 W184 W185 W186 W187 W188 W189 W190 W191 W192 W193 W194 W195 W196 S197 S198 S199 S200 S201 W202 W203 W204 RCW205 ^B&tes*.4~jjj$*f*£ *&**£ i^iic -t ~ ;:' i.-~"T:?^^;i~ Sewer Main Sta. 245+50 Sewer Main Sta. 245+00 Sewer Main Sta. 243+50 Lateral 225+80 Lateral 225+80 Lateral 23 1+50 Lateral 23 1+50 Manhole #9 Manhole #9 Sewer Main Sta. 247+00 Sewer Main Sta. 247+00 Sewer Main Sta. 247+00 Sewer Main Sta. 247+00 Sewer Main Sta. 247+00 Sewer Main Sta. 247+00 Sewer Main Sta. 247+00 Sewer Main Sta. 247+00 Sewer Main Sta. 247+00 Sewer Main Sta. 247+00 Manhole #3 12 N. Side Manhole #3125. Side Manhole #312 E. Side Manhole #3 12 W. Side Sewer Manhole #1 1 Sewer Manhole #11 Sewer Manhole #1 1 Water Main Sta. 18+50 Water Main Sta. 18+00 Water Main Sta. 17+50 Water Main Sta. 18+75 Water Main Sta. 19+30 Water Main Sta. 19+75 Water Main Sta. 20+25 Water Main Sta. 20+75 Water Main Sta. 21+25 Water Main Sta. 21+75 Water Main Sta. 22+25 Water Main Sta. 22+75 Water Main Sta. 23+25 Water Main Sta. 23+75 Water Main Sta. 24+20 Water Main Sta. 24+75 Water Main Sta. 26+25 Water Main Sta. 25+40 Sewer Manhole #4 Sewer Manhole #4 Sewer Manhole #3 Sewer Manhole #3 Sewer Manhole #3 Water Main Sta. 26+75 Water Main Sta. 27+50 Water Main Sta. 28+25 Reclaim Water Sta. 148+75 -i * ' •* * *J (48NUj! -1 -1 -3 -2 -1 -3 -1 -1 -3 -3 -1 -2 -2 -1 -3 -1 -2 -2 -1 -2 -3 -1 -1 -4 -3 -1 SG SG SG SG SG SG SG SG SG SG SG SG SG SG SG SG SG SG -3 -1 -4 -2 -1 SG SG SG SG ., '&£t 1>8«MiCf; **<**: 108.7 109.6 110.4 108.7 109.7 108.3 109.9 110.8 109.3 108.3 111.7 109.8 115.8 108.7 109.1 108.8 108.5 109.1 109.8 109.7 110.2 108.9 109.7 108.6 108.5 109.6 108.9 109.2 108.6 108.8 109.1 108.5 108.8 111.0 109.2 110.9 117.3 111.3 112.0 108.9 108.6 109.4 111.3 109.1 111.3 109.1 108.6 109.8 109.0 113.7 111.1 108.5 110.7 ~M*Nf'; "* ** iaJ?'~'*h£j&i8K"z 12.7 12.7 11.0 12.7 12.3 12.5 12.1 13.3 13.9 12.5 12.6 12.1 11.9 12.2 12.5 12.8 13.9 13.3 11.8 11.3 13.0 12.9 13.2 9.9 8.9 9.5 9.9 9.3 10.2 10.8 10.0 11.9 10.8 10.5 8.6 11.2 9.2 11.8 11.7 12.7 14.3 13.0 11.4 11.4 13.9 12.9 13.3 13.7 12.5 8.6 11.8 11.4 10.2 %IWU-t! .£••*• 90 91 91 90 91 90 91 92 90 90 92 91 96 90 90 90 90 90 91 91 91 90 91 90 90 91 90 90 90 90 90 90 90 92 90 92 97 92 93 90 90 90 92 90 92 90 90 91 90 94 92 90 92 •Sftiipfctf ;*:»»'£. i i i i 1 1 1 i 1 1 1 1 1 1 1 1 i i i i 1 1 1 i 1 1 1 1 i i 1 1 1 i i i i i i i i 1 i 1 i 1 1 1 i i i i i *«e$(#le4,;->^"''"iJly^-ftRemarks; Notes: CL = centerline; LT = left; RT = right; SG = subgrade; AC = asphalt concrete; FSG = Finished subgrade; FBG = Finished base grade 51-410002-011/5110M186.doc Copyright 2001 Kleinfelder, Inc. Page 5 of 20 January 4, 2001 Kl KLEINFELDER ly 3-23 SM 3-23 SM 3-23 SM 3-23 SM 3-23 SM 3-23 SM 3-23 SM 3-23 SM 3-23 SM 3-23 SM 3-23 SM 3-23 SM 3-23 SM 3-23 SM 3-23 SM 3-23 SM 3-23 SM 3-23 SM 3-23 SM 3-23 SM 3-23 SM 3-23 SM 3-23 SM 3-23 SM 3-24 SM 3-24 SM 3-24 SM 3-24 SM 3-24 SM 3-24 SM 3-24 SM 3-24 SM 3-24 SM 3-24 SM 3-24 SM 3-24 SM 3-24 SM 3-24 SM 3-24 SM 3-24 SM 3-24 SM 3-24 SM 3-24 SM 3-30 SM 3-30 SM 3-30 SM 3-30 SM 3-30 SM 3-30 SM 3-30 SM 3-30 SM 3-30 SM 3-31 SM %c~i x**;Ir t$&ff$83 RCW206 RCW207 W208 W209 W210 W211 W212 W213 W214 W215 W216 W217 W218 W219 W220 W221 W222 W223 W224 W225 W226 W227 W228 W229 W230 W231 W232 W233 W234 W235 W236 W237 W238 W239 W240 W241 W242 W243 W244 W245 RCW246 RCW247 RCW248 S249 S250 S251 S252 S253 S254 S255 S256 S257 S258 ^ttefew^• '* * +}*** ' V^i^r- : . _\A1 J£ i-^Jv^tT iV, :t£fe^^i*j5jviri*J? *vi*,/v Reclaim Water Sta. 148+00 Reclaim Water Sta. 147+00 Water Main Sta. 15+45 Water Main Sta. 15+65 Water Main Sta. 29+00 Water Main Sta. 29+75 Water Main Sta. 30+50 Water Main Sta. 31+50 Water Main Sta. 32+25 Water Main Sta. 33+00 Water Main Sta. 33+75 Water Main Sta. 34+50 Water Main Sta. 35+25 Water Main Sta. 36+50 Water Main Sta. 37+00 Water Mam Sta. 37+75 Water Main Sta. 38+50 Water Main Sta. 39+25 Water Main Sta. 40+00 Water Main Sta. 41+00 Water Main Sta. 41+75 Water Main Sta. 42+75 Water Main Sta. 44+25 Water Main Sta. 45+00 Water Main Sta. 46+50 Water Main Sta. 47+25 Water Main Sta. 48+00 Water Main Sta. 49+00 Water Main Sta. 49+75 Water Main Sta. 50+50 Water Main Sta. 51+25 Water Main Sta. 52+00 Water Main Sta. 52+75 Water Main Sta. 53+50 Water Main Sta. 56+50 Water Main Sta. 57+25 Water Main Sta. 58+25 Water Main Sta. 59+00 Water Main Sta. 59+75 Water Main Sta. 60+25 Reclaim Water Sta. 144+25 Reclaim Water Sta. 143+58 Reclaim Water Sta. 142+75 Sewer Main Sta. 201+00 Sewer Main Sta. 201+25 Sewer Main Sta. 201+50 Sewer Main Sta. 202+00 Sewer Main Sta. 202+25 Sewer Main Sta. 202+50 Sewer Main Sta. 202+00 Sewer Main Sta. 201+25 Sewer Main Sta. 203+00 Sewer Main Sta. 203+25 %, <-£; "3P&+\^wsu a.-**!* SG SG -1 -1 SG SG SG SG SG SG SG SG SG SG SG SG SG SG SG SG SG SG SG SG SG SG SG SG SG SG SG SG SG SG -1 SG SG SG SG SG -1 -1 -1 -4 -2 -3 -4 -6 -5 -1 -1 -3 -2 ?^\: 3fod£! 108.5 110.2 102.8 106.6 109.9 108.8 108.6 108.3 108.4 109.0 113.3 108.7 109.2 110.9 110.4 112.3 110.0 110.5 108.8 109.2 109.8 109.0 108.6 108.9 117.0 116.4 116.4 112.6 117.0 117.1 114.1 116.6 111.1 114.2 118.1 110.5 110.0 109.9 112.5 110.5 110.1 116.0 111.7 109.6 110.3 108.6 108.9 108.7 111.9 111.0 110.8 110.6 109.8 Moist >Ca»tji>«a «-4.,,% **«*..' 10.1 8.5 9.7 12.4 10.1 13.2 10.8 10.9 14.2 13.3 11.1 12.7 11.6 11.3 11.4 11.7 12.2 10.6 11.6 11.7 12.8 11.2 11.9 12.1 12.5 13.1 8.9 9.3 11.5 8.6 9.3 10.1 12.6 10.7 12.9 12.1 11.1 8.8 10.2 10.5 13.8 11.6 12.3 14.2 13.4 12.2 11.1 9.5 9.2 9.3 8.6 8.8 12.6 Jtel*- i -nCraaiiM>^SM 90 91 90 94 91 90 90 90 90 90 94 90 90 92 91 93 91 91 90 90 91 90 90 90 97 96 96 93 97 97 94 96 92 94 98 91 91 91 93 91 91 96 92 91 91 90 90 90 92 92 92 91 91 Sample 1 1 6 6 1 1 1 1 1 1 1 1 1 1 1 I 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 Retested "%!%,<? * i *>Vi< j, -v - -^-% Notes: CL = centerline; LT = left; RT = right; SG = subgrade; AC = asphalt concrete; FSG = Finished subgrade; FBG = Finished base grade 51-410002-011/5110M186.doc Copyright 2001 Kleinfelder, Inc. Page 6 of 20 January 4, 2001 KLEINFELDER z* ] „a"™1**"™fcX 3-31 SM 3-31 SM 3-31 SM 3-31 SM 3-31 SM 3-31 SM 3-31 SM 3-31 SM 3-31 SM 4-3 SM 4-3 SM 4-3 SM 4-4 SM 4-4 SM 4-4 SM 4^SM 4-5 SM 4-5 SM 4-5 SM 4-5 SM 4-5 SM 4-5 SM 4-5 SM 4-6 SM 4-6 SM 4-6 SM 4-6 SM 4-6 SM 4-6 SM 4-6 SM 4-6 SM 4-6 SM 4-6 SM 4-6 SM 4-6 SM 4-6 SM 4-6 SM 4-6 SM 4-6 SM 4-6 SM 4-6 SM 4-6 SM 4-6 SM 4-6 SM 4-6 SM 4-6 SM 4-6 SM 4-6 SM 4-6 SM 4-7 SM 4-7 SM 4-7 SM 4-7 SM "•S v, ™ , ~,\j*>^?<; j ^i, jatunf *JF>T 3LT^Wjl S259 S260 S261 S262 RCW263 RCW264 RCW265 RCW266 RCW267 RCW268 RCW269 RCW270 RCW271 RCW272 RCW273 RCW274 RCW275 RCW276 RCW277 RCW278 RCW279 RCW280 RCW2S1 RCW282 RCW283 RCW284 RCW285 RCW286 RCW287 RCW288 RCW289 RCW290 RCW291 RCW292 RCW293 RCW294 RCW295 RCW296 RCW297 RCW298 RCW299 RCW300 RCW301 RCW302 RCW303 RCW304 RCW305 RCW306 RCW307 W308 W309 W310 W311 Retest r"*«te]>lir2 r * .. "U Vj s \~zf , ~ #*. ~* ^' ** vt ~' "* "».***..^M-, -«V;^v r "•*, v'rC' v?N;^Kr3i*-ttL>-fo1\N Sewer Main Sta. 203+50 Sewer Main Sta. 203+70 Sewer Main Sta. 203+75 Sewer Main Sta. 203+80 Reclaim Water Sta. 129+50 Reclaim Water Sta. 130+00 Reclaim Water Sta. 130+75 Reclaim Water Sta. 131+25 Reclaim Water Sta. 132+25 Reclaim Water Sta. 124+50 Reclaim Water Sta. 123+85 Reclaim Water Sta. 123+50 Reclaim Water Sta. 123+00 Reclaim Water Sta. 122+25 Reclaim Water Sta. 121+50 Reclaim Water Sta. 121+00 Reclaim Water Sta. 108+00 Reclaim Water Sta. 108+62 Reclaim Water Sta. 109+50 Reclaim Water Sta. 109+70 Reclaim Water Sta. 102+00 Reclaim Water Sta. 102+50 Reclaim Water Sta. 101+50 Reclaim Water Sta. 101+25 Reclaim Water Sta. 100+50 Reclaim Water Sta. 100+70 Reclaim Water Sta. 106+00 Reclaim Water Sta. 106+50 Reclaim Water Sta. 107+25 Reclaim Water Sta. 105+25 Reclaim Water Sta. 104+50 Reclaim Water Sta. 104+00 Reclaim Water Sta. 103+50 Reclaim Water Sta. 103+25 Reclaim Water Sta. 107+90 Reclaim Water Sta. 1 10+25 Reclaim Water Sta. 111+00 Reclaim Water Sta. 112+00 Reclaim Water Sta. 127+00 Reclaim Water Sta. 127+75 Reclaim Water Sta. 128+50 Reclaim Water Sta. 129+00 Reclaim Water Sta. 146+75 Reclaim Water Sta. 146+00 Reclaim Water Sta. 145+25 Reclaim Water Sta. 142+25 Reclaim Water Sta. 141+25 Reclaim Water Sta. 140+00 Reclaim Water Sta. 139+00 Water Main Sta. 12+25 Water Main Sta. 13+25 Water Main Sta. 14+00 Water Main Sta. 14+55 - -„ » ; "ffhK1.; «»>1 -6 -5 -3 -1 SG SG -1 SG -1 SG -1 SG SG -1 SG -1 SG -1 SG -1 -3 -1 -4 -2 -4 -1 -1 -1 -1 SG SG -1 SG -1 SG SG -1 SG SG SG SG SG SG SG SG SG SG SG SG -1 SG SG SG tftoy j 109.0 110.9 109.6 108.8 110.3 109.1 109.0 109.2 108.7 109.4 109.1 108.9 111.6 110.2 109.2 312.9 108.8 111.0 114.0 108.8 310.5 108.6 109.0 308.5 109.4 115.9 109.2 109.1 107.7 116.0 109.2 309.7 110.2 109.3 108.9 109.2 109.0 110.2 109.8 108.7 109.9 109.4 111.2 113.8 112.2 110.3 110.8 109.3 108.8 108.5 109.1 108.9 112.6 Moist ; &$•£!!!V^M 13.2 11.3 11.1 11.6 9.7 11.4 10.5 12.7 11.9 9.7 11.3 10.1 12.3 11.2 9.6 11.1 9.4 30.2 8.8 9.3 10.4 33.2 9.7 33.8 12.8 33.9 13.6 8.8 9.5 12.1 12.2 30.9 9.0 30.7 11.4 8.2 9.5 10.3 10.5 10.7 10.7 8.4 8.8 12.0 12.6 8.1 8.9 8.0 8.3 9.5 9.4 11.0 10.2 ***_:jc^c,~ <%>^ 90 92 91 90 91 90 91 90 90 90 90 90 92 91 90 93 90 92 94 90 91 90 90 90 90 96 94 94 93 96 90 91 91 91 90 90 90 91 91 90 91 91 92 94 93 91 92 90 90 90 90 90 93 ^hMtpte,! t%*$*W~ v 3 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 3 3 1 1 1 1 1 1 Retested ^ftgrft*^ ™ . .0 ••f* V^>t1 Remarks Notes; CL = centerline; LT = left; RT = right; SG = subgrade; AC = asphalt concrete; FSG = Finished subgrade; FBG = Finished base grade 51-410002-031/5110M186.doc Copyright 2001 Kleinfelder, Inc. Page 7 of 20 January 4, 2001 K L E I N F EL D E R .v-^.^.^; [!*«*£ 4-7 SM 4-7 SM 4-7 SM 4-10 SM 4-10 SM 4-10SM 4-1 OSM 4-1 OSM 4-1 1 SM 4-1 1 SM 4-11 SM 4-11 SM 4-11 SM 4-11 SM 4-11 SM 4-11 SM 4-11 SM 4-11 SM 4-12 SM 4-12 SM 4-12 SM 4-1 2 SM 4-12 SM 4-12 SM 4-12 SM 4-12 SM 4-12 SM 4-1 2 SM 4-12 SM 4-12 SM 4-12 SM 4-12 SM 4-12 SM 4-13 SM 4-13 SM 4-13 SM 4-17 SM 4-1 7 SM 4-17 SM 4-17 SM 4-17 SM 4-1 7 SM 4-17 SM 4-1 7 SM 4-1 7 SM 4-1 7 SM 4-1 7 SM 4-1 7 SM 4-17 SM 4-20 SM 4-20 SM 4-20 SM 4-20 SM - » - Si.;r *&f>^» f•*,JL V ' '~ jss-'^srvx'S*.',f ^!«v%^|^i*$«f- W312 W313 W314 RCW315 RCW316 RCW317 RCW318 RCW319 W320 W321 RCW322 RCW323 RCW324 RCW325 RCW326 RCW327 RCW328 RCW329 RCW330 RCW331 RCW332 RCW333 RCW334 RCW335 RCW336 RCW337 RCW338 RCW339 RCW340 RCW341 RCW342 RCW343 RCW344 RCW345 RCW346 RCW347 SD348 SD349 SD350 SD351 SD352 FH353 FH354 WV355 FH356 FH357 FH358 SD359 SD360 E361 £362 E363 E364 -J&sKssf J *'u%, „.* „ i> V ~ », v *\i>\.s~rs<^ '*. i3- ^tf-f^1*- i~ -"',,> < „•***:*-^.-SK, j^.s -** £Jfssffif* i s~j \j-LJL^C *- ,t!li^!^S^y ISBCalfoB *"7^JY^ Water Main Sta. 1 1+25 Water Main Sta. 11+75 Water Main Sta. 10+60 Reclaim Water Sta. 100+25 Reclaim Water Sta. 100+80 Water Main Sta. 11+00 Reclaim Water Sta. 1 12+75 Reclaim Water Sta. 1 12+00 Water Lateral Sta. 12+80.76 Water Lateral Sta. 12+80.76 Reclaim Water Sta. 1 19+25 Reclaim Water Sta. 1 1 8+25 Reclaim Water Sta. 1 17+50 Reclaim Water Sta. 1 16+75 Reclaim Water Sta. 1 16+00 Reclaim Water Sta. 1 15+00 Reclaim Water Sta. 1 13+75 Reclaim Water Sta. 1 12+75 Reclaim Water Sta. 133+25 Reclaim Water Sta. 134+00 Reclaim Water Sta. 134+75 Reclaim Water Sta. 136+50 Reclaim Water Sta. 137+25 Reclaim Water Sta. 138+00 Reclaim Water Sta. 138+75 Reclaim Water Sta. 139+50 Reclaim Water Sta. 140+50 Reclaim Water Sta. 341+00 Reclaim Water Sta. 135+75 Reclaim Water Sta. 149+50 Reclaim Water Sta. 126+75 Reclaim Water Sta. 151+00 Reclaim Water Sta. 151+25 Reclaim Water Sta. 151+58 Reclaim Water Sta. 151+58 Reclaim Water Sta. 151+58 Storm Drain Sta. 0+05 Storm Drain Sta. 0+10 Storm Drain Sta. 0+15 Storm Drain Sta. 0+25 Storm Drain Sta. 0+50 Fire Hydrant Sta. 21+00 Fire Hydrant Sta. 46+00 Water Valve Sta. 41+00 Fire Hydrant Sta. 54+00 Fire Hydrant Sta. 36+10 Fire Hydrant Sta. 11+00 Storm Drain Sta. 0+75 Storm Drain Sta. 31+00 Dry Utilities Sta. 11+25 Dry Utilities Sta. 18+40LT Dry Utilities Sta. 18+40 RT Dry Utilities Sta. 23+00 RT 1 -Mil'TWw!^ -l SG SG -5 -2 SG SG -1 -2 -1 SG -1 SG -1 -1 SG SG SG SG SG SG -1 SG SG SG SG SG SG SG -1 -1 -1 SG -3 -1 SG -6 -2 -4 -3 -1 SG SG -2 SG SG SG SG SG SG SG SG SG " »«*<-;jiMtaJ?fed$?$ 110.5 112.5 115.3 108.9 108.5 115.4 109.0 109.7 109.1 130.5 110.4 108.4 109.8 110.5 112.4 110.4 111.0 109.5 111.7 110.3 111.3 109.0 110.8 109.8 113.2 108.7 112.0 108.8 109.1 111.5 108.6 110.1 110.4 107.8 109.1 111.2 111.5 108.8 110.2 113.5 108.7 110.5 112.8 106.4 109.1 109.0 116.0 109.4 104.0 110.3 109.0 108.8 109.1 Moist 3cfr*;i 10.0 11.8 10.3 11.8 12.5 9.0 12.8 11.7 9.8 11.6 9.8 7.4 10.9 9.5 10.1 120 12.0 11.2 10.2 10.6 9.8 11.5 11.3 9.6 9.1 9.6 9.9 10.1 11.7 13.7 13.9 13.1 12.2 5.6 12.1 12.3 12.7 12.9 13.4 14.3 14.8 7.8 8.5 5.7 8.6 6.0 8.0 12.2 6.0 12.3 11.6 11.7 13.9 ReL Cwgtl -"v J»/% i £*TO.3 91 93 95 90 90 95 90 91 90 91 91 90 91 91 93 91 92 91 92 91 92 90 92 91 94 90 93 90 90 92 90 91 91 95 90 92 92 90 91 94 90 97 93 93 90 96 96 90 91 91 90 90 90 Sample^ K-'u:li»r -;iiiiiiiiiiiiiiiiiiiiiiiiiiiiii iii 6 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 l&tesMU™ id *.* '«"&^, 4grfc*-'<V V n" -i 1Remarks Notes: CL = centerline; LT = left; RT = right; SG = subgrade; AC = asphalt concrete; FSG = Finished subgrade; FBG = Finished base grade 51-410002-011/5110M186.doc Copyright 2001 Kleinfelder, Inc. Page 8 of 20 January 4, 2001 KLEtNFELDER V ^ ^H , TBf*t~J 4-20 SM 4-20 SM 4-20 SM 4-20 SM 4-20 SM 4-20 SM 4-20 SM 4-20 SM 4-20 SM 4-20 SM 4-20 SM 4-20 SM 4-20 SM 4-20 SM 4-20 SM 4-20 SM 4-25 SM 4-25 SM 4-26 SM 4-26 SM 4-26 SM 4-26 SM 4-26 SM 4-26 SM 4-26 SM 4-26 SM 4-26 SM 4-26 SM 4-26 SM 4-26 SM 4-26 SM 4-26 SM 4-26 SM 4-26 SM 4-26 SM 4-27 SM 4-27 SM 4-27 SM 4-27 SM 4-27 SM 4-27 SM 4-27 SM 4-27 SM 4-28 SM 4-28 SM 4-28 SM 5-8 SM 5-8 SM 5-8 SM •J .V.^3<. -K *5j *?HW *&3&&K& E365 E366 E367 E368 E369 E370 E371 E372 E373 E374 E375 E376 E377 E378 E379 E380 S381 S382 V383 S384 S385 V386 S387 V388 V389 S390 V391 V392 S393 S394 S395 V396 V397 V398 V399 V400 V401 V402 V403 V404 V405 V406 V407 RCW408 RCW409 RCW410 411 412 413 Retestv I****1 "v,~*j&f *' ^- ' * % •-. * t>** % ^rVj* ^ - ***• -V ^v* ~*"-j«4, Jx*'s- .^x<&"^£->:&Ji^~&3tei«S»:i4- ***£ Dry Utilities Sta. 23+00 LT Dry Utilities Sta. 26+50 RT Dry Utilities Sta. 26+50 LT Dry Utilities Sta. 30+00 RT Dry Utilities Sta. 30+00 LT Dry Utilities Sta. 33+50 RT Dry Utilities Sta. 33+50 LT Dry Utilities Sta. 39+50 RT Dry Utilities Sta. 39+50 LT Dry Utilities Sta. 43+00 RT Dry Utilities Sta. 43+00 LT Dry Utilities Sta. 46+50 RT Dry Utilities Sta. 46+50 LT Dry Utilities Sta. 50+50 RT Dry Utilities Sta. 50+50 LT Dry Utilities Sta. 57+00 Sewer Main Sta. 203+15 Sewer Main Sta. 203+25 Vault Sta. 54+51 Sewer Main Sta. 203+45 Sewer Main Sta. 203+35 Vault Sta. 54+51 Sewer Sta. 203+55 Vault Sta. 2+53 Vault Sta. 2+47 Sewer Sta. 203+60 Vault Sta. 10+40 Vault Sta. 10+40 Sewer Sta. 203+90 Sewer Sta. 203+70 Sewer Sta. 203+55 Vault Sta. 4+50 Vault Sta. 4+50 Vault Sta. 14+50 Vault Sta. 14+50 Vault Sta. 12+65 Vault Sta. 12+65 Vault Sta. 12+63 Vault Sta. 14+58 Vault Sta, 4+50 Vault Sta. 12+65 Vault Sta. 2+55 Vault Sta. 10+40 Reclaim Water Sta. 100+00 Reclaim Water Sta. 100+00 Reclaim Water Sta. 100+00 Water Meter Reclaim Lateral Sta. 29+00 Water Meter Reclaim Lateral Sta. 29+00 Water Meter Reclaim Lateral Sta. 29+00 *?%r SG SG SG SG SG SG SG SG SG SG SG SG SG SG SG SG -6 -10 -7 -11 -3 -3 -6 -4 -2 -5 -8 -2 -8 -3 -1 -5 -3 -8 -3 -7 -5 -2 -1 SG SG SG SG -6 -3 SG -1 -1 SG Jter- ;fwpfej 108.9 110.7 109.3 111.0 108.4 114.4 109.0 109.7 108.5 108.7 109.5 110.0 110.4 108.9 111.8 109.7 110.1 109.7 112.6 112.3 108.5 113.7 109.4 110.2 108.9 111.6 109.7 109.3 113.3 109.8 110.4 109.4 109.1 108.4 108.8 108.6 109.9 109.1 111.2 108.6 109.0 108.7 109.2 109.9 109.1 109.8 112.0 112.1 110.2 Moist j.£**^ &5^80^ 12.2 14.0 12.9 11.4 10.5 13.0 13.9 11.8 11.0 13.8 11.9 13.4 11.8 12.9 10.5 11.9 11.6 13.8 13.8 11.6 12.1 14.0 13.0 13.7 13.0 10.6 13.1 13.7 9.9 10.5 9.6 11.9 10.3 12.8 12.1 13.9 13.7 14.1 7.9 13.8 13.1 11.9 13.2 12.3 13.7 12.7 9.2 9.0 8.8 Rel. Comp 90 91 90 92 90 95 90 91 90 90 91 91 91 90 92 91 91 91 93 93 90 94 90 92 90 92 91 90 94 91 91 90 90 90 90 90 91 90 92 90 90 90 90 91 90 91 90 90 91 Sample ^flfc fi 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 4 4 4 4 4 4 4 1 fietesled : 'JtqrWiO * ^ ~ _<rT ^ : Remarks Notes: CL = centerline; LT = left; RT = right; SG = subgrade; AC = asphalt concrete; FSG = Finished subgrade; FBG = Finished base grade 51-410002-011 /511OM186.doc Copyright 2001 Kleinfelder, Inc. Page 9 of 20 January 4, 2001 K L E I N F EL D E R 1- , " ''^fiw <>1 V#i| •£ 5-8 SM 5-9 SM 5-9 SM 5-9 SM 5-9 SM 5-9 SM 5-9 SM 5-9 SM 5-11 SM 5-11 SM 5-11 SM 5-11 SM 5-11 SM 5-12 SM 5-12 SM 5-12 SM 5-12 SM 5-17 SM 5-17 SM 5-17 SM 5-17 SM 5-17 SM 5-17 SM 5-17 SM 5-17 SM 5-17 SM 5-17 SM 5-17 SM 5-17 SM 5-17 SM 5-17 SM 5-17 SM 5-17 SM 5-1 7 SM 5-17 SM 5-17 SM 5-1 7 SM 5-17 SM 5-1 7 SM 5-1 7 SM 5-17 SM 5-22 SM 5-22 SM 5-22 SM 5-22 SM _ •N.**"lv> ; 414 415 416 417 418 419 420 421 422 423 424 425 426 427 428 429 430 U431 U432 U433 U434 U435 U436 U437 438 U439 U440 U441 U442 U443 U444 U445 U446 U447 U448 U449 U450 U451 U452 U453 U454 U455 U456 U457 U458 Retest &«iyv' .!,-<_.' '; """"^i t^&lV f.i V i.1'"**' *f V~" "*" Water Meter Reclaim Lateral Sta. 29+00 Water Meter Reclaim Lateral Sta. 22+00 Water Meter Reclaim Lateral Sta. 22+00 Water Meter Reclaim Lateral Sta. 22+00 Water Meter Reclaim Lateral Sta. 22+00 Water Meter Reclaim Lateral Sta. 22+00 Main Line Sta. 62+00 Roadway Main Line Sta. 62+25 Roadway Roadway Sta. 62+00 RT Roadway Sta. 62+25 RT Roadway Sta. 62+40 RT Drainage Trench Slope @ Holding Basin Sta. 61+80 @ 20' RTofCL Sta. 62+50 @ CL Sta. 62+20 @ 15' LTofCL Sta. 62+30 @ 10' LTofCL Utilities Sta. 55+75 Utilities Sta. 54+75 Utilities Sta. 53+00 Utilities Sta. 51+50 Utilities Sta. 13+75 Utilities Sta. 12+50 Utilities Sta. 1 1+25 Utilities Sta. Tie in Utilities Sta. 57+50 Utilities Sta. 58+60 Utilities Sta. 59+25 Utilities Sta. 55+00 Utilities Sta. 53+75 Utilities Sta. 52+50 Utilities Sta. 51+25 Utilities Sta. 14+00 Utilities Sta. 13+00 Utilities Sta. 11+75 Utilities Sta. 11+25 Utilities Sta. 8+50 Utilities Sta. 7+50 Utilities Sta. 6+00 Utilities Sta. 4+50 Utilities Sta. 2+75 Electrical Lateral Vault Sta. 61+00 Electrical Lateral Vault Sta. 61+00 Electri cal Sta. 61+20 LT Reclaim Water & Electrical Sta. 9+75 (Lateral) -- -* - - - ,EkBtfv SG -2 -2 -1 SG SG -2 -2 -2 -2 -1 -2 -2 FAB FAB FAB FAB -3 -1 -1 -1 -1 -1 -1 SG SG SG SG SG SG SG SG SG SG SG SG SG SG SG SG SG SG SG SG SG . D*f :»««s»y 108.4 112.2 112.0 110.4 110.7 109.9 134.9 131.4 134.1 132.7 131.6 131.9 110.6 132.9 134.8 133.6 131.9 110.1 109.9 110.3 111.1 109.8 111.3 112.9 110.1 109.9 130.1 133.3 110.7 109.6 109.5 110.0 110.7 111.9 109.8 112.9 110.5 109.8 112.0 111.3 110.7 110.1 312.6 108.5 110.0 Moist ,X5Mfc;<4^ * 8.9 12.6 9.7 11.8 13.8 12.8 5.2 7.7 5.3 5.0 6.6 6.3 13.0 5.0 5.7 5.3 5.5 15.3 15.2 14.9 12.2 16.0 13.5 14.1 9.8 14.0 12.4 13.1 1 1.0 13.0 10.1 11.9 12.1 12.1 11.9 31.2 12.1 11.8 11.3 10.7 11.5 10.5 10.8 9.8 11.1 - JM*- •Comp : 90 90 90 91 91 91 97 95 97 96 95 95 91 96 97 96 95 90 90 90 92 90 92 93 90 91 91 94 92 90 90 90 92 92 90 93 91 90 92 91 91 91 93 90 93 • • Sample ,?•* m, ; f 1 4 4 1 1 1 12 12 12 12 12 12 1 12 12 12 12 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 5 5 5 5 5 5 1 1 1 1 " * ' ; Hetestcd ' fr "' 'nvfBfcrit*: Notes: CL = centerline; LT = left; RT = right; SG = subgrade; AC = asphalt concrete; FSG = Finished subgrade; FBG = Finished base grade 51-410002-013/5110M186.doc Page 10 of 20 January 4, 2001 Copyright 2001 Kleinfelder, Inc. KLEINFELDER ' : •:1 fte(rfv>j VftN&l^ 5-22 SM 5-25 SM 5-25 SM 5-25 SM 5-25 SM 5-25 SM 5-25 SM 5-25 SM 5-25 SM 5-25 SM 5-25 SM 5-25 SM 5-25 SM 5-25 SM 5-25 SM 5-25 SM 5-25 SM 5-25 SM 5-25 SM 5-25 SM 5-25 SM 5-25 SM 5-25 SM 5-25 SM 5-30 SM 5-30 SM 6-1 SM 6-1 SM 6-1 SM 6-1 SM 6-1 SM 6-1 SM 6-1 SM 6-1 SM 6-2 SM 6-2 SM 6-2 SM 6-2 SM 6-2 SM 6-2 SM 6-2 SM 6-2 SM 6-2 SM 6-2 SM 6-2 SM 6-2 SM 6-2 SM 6-5 SM 6-5 SM 6-5 SM 6-5 SM 6-5 SM .rH*",!~ij "'"'iXj r^ *, *1 ^ f ' j^H^fls^U459 U460 U461 U462 U463 U464 U465 U466 U467 U468 U469 U470 U471 U472 U473 U474 U475 U476 U477 U478 U479 U480 U481 U482 483 484 U485 U486 U487 U488 U489 U490 U491 U492 U493 U494 U495 U496 U497 U498 U499 U500 U501 U502 503 504 505 506 507 508 509 510 Retest :;>*£>; ^Tml >PVr\sr~V\, ^ *"*•:. vjV„'*"*«,,. <•*•« _• * J» „ l -' ' -. Reclaim Water & Electrical Sta. 9+75 (Lateral) Utility Sta. 1+90 Utility Sta. 36+40 Utility Sta. 34+75 Utility Sta. 15+50 Utility Sta. 14+25 Utility Sta. 13+00 Utility Sta. 11+75 Utility Sta. 10+50 Utility Sta. 9+25 Utility Sta. 8+00 Utility Sta. 6+75 Utility Sta. 5+50 Utility Sta. 4+25 Utility Sta. 3+00 Utility Sta. 1+75 Utility Sta. 36+60 Utility Sta. 34+75 Utility Sta. 33+50 Utility Sta. 14+25 Utility Sta. 13+25 Utility Sta. 12+00 Utility Sta. 10+75 Utility Sta. 9+50 Cable Lateral Sta. 35+70 Cable Lateral Sta. Utility Sta. 19+50 Utility Sta. 18+50 Utility Sta. 17+50 Utility Sta. 16+42 Utility Sta. 15+25 Utility Sta. 14+50 Utility Sta. 13+25 Utility Sta. 12+25 Utility Sta. 19+50 Utility Sta. 18+25 Utility Sta. 17+25 Utility Sta. 16+00 Utility Sta. 14+75 Utility Sta. 13+50 Utility Sta. 12+75 Utility Sta. 11+75 Utility Sta. 10+75 Utility Sta. 73+70 Cannon Rd. Sta. 14+00-20'RTofCL Sta. 13+00-16' RT of CL Sta. 12+00-30' RT of CL Sta. 61+00-6'LTofCL Sta. 60+50-12' RT of CL Sta. 59+75 CL Sta. 60+50-12' RT of CL Sta. 59+75 CL I toy * : f&B8t$4 y.*4k! SG SG SG SG SG SG SG SG SG SG SG SG SG SG SG SG SG SG SG SG SG SG SG SG SG SG -12 -12 -12 -12 -1 -1 -1 -1 SG SG SG SG SG SG SG SG SG SG SG SG SG FSG FSG FSG FSG FSG 109.1 108.8 109.1 131.5 170.5 109.0 109.9 108.9 111.7 112.3 112.8 113.2 110.9 109.4 109.3 108.6 108.7 112.7 109.6 114.2 109.5 116.8 108.7 116.3 113.2 110.7 109.7 110.0 108.9 109.0 112.4 113.8 108.8 111.1 110.9 131.5 113.0 110.9 108.8 114.6 113.0 114.8 112.8 109.2 112.8 108.9 109.1 109.0 108.4 113.4 114.6 115.9 -Msfet,' .'fl"*}*'<**,:; 10.4 12.5 10.9 12.6 11.6 13.5 11.9 11.8 12.0 11.4 12.9 11.7 12.7 12.7 11.4 13.2 9.7 13.8 13.3 12.3 12.2 13.0 12.5 11.1 10.1 11.3 12.1 11.6 12.9 10.9 13.4 10.9 13.1 10.4 10.9 10.5 10.3 12.9 12.3 10.6 9.9 10.1 11.8 10.8 10.4 9.9 12.3 14.5 13.8 13.1 13.8 13.5 Rel. . Comp : '.J<**v 90 90 90 92 91 90 91 90 92 93 93 94 92 90 90 90 90 9.3 91 94 91 97 90 96 94 91 93 91 90 90 93 94 90 92 92 92 93 92 90 95 93 95 93 90 93 90 90 90 90 94 95 96 Sample ""^in." • '- •>£*!?* i »- 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 I 1 1 1 1 1 1 1 1 1 1 1 3 1 1 1 1 1 1 1 1 1 * " *Retested |»|tj%?; 516 534 515 .r^ L* '•>I ' " •* i . ti ^iR.diMiillt'S ; Fail Fail Fail Notes: CL = centerline; LT = left; RT = right; SG = subgrade; AC = asphalt concrete; FSG = Finished subgrade; FBG = Finished base grade 51-410002-011/5110M186.doc Copyright 2001 Kleinfelder, Inc. Page 11 of 20 January 4, 2001 KL E I N F EL D E R f\ 'lfc*rf". . fWfc^ 6-5 SM 6-5 SM 6-5 SM 6-5 SM 6-5 SM 6-6 SM 6-6 SM 6-6 SM 6-6 SM 6-6 SM 6-6 SM 6-6 SM 6-6 SM 6-7 SM 6-7 SM 6-7 SM 6-7 SM 6-7 SM 6-7 SM 6-7 SM 6-7 SM 6-8 SM 6-8 SM 6-8 SM 6-8 SM 6-8 SM 6-8 SM 6-8 SM 6-8 SM 6-9 SM 6-9 SM 6-9 SM 6-9 SM 6-9 SM 6-9 SM 6-9 SM 6-9 SM 6-9 SM 6-9 SM 6-9 SM 6-9 SM 6-9 SM 6-9 SM 6-9 SM 6-9 SM 6-9 SM 6-9 SM 6-12 SM 6-12 SM 6-12 SM 6-12 SM 6-12 SM ^•xvt^f*"'' *" liifc&S?- 511 512 513 514 515 516 517 518 519 520 521 522 523 524 525 526 527 528 529 530 531 532 533 534 535 536 537 538 539 540 541 542 543 544 545 546 547 548 549 550 551 552 553 554 555 556 557 558 559 560 561 562 Retest IHfC vSlow*.,, :,*"**)%* . 507 508 506 512& 513 ~» - * •>-*. , ,* T f ' 1" .? '„ * "*. t \. „ „" , „ r5* !„-,v v*f.\ -i^Vi^/. -• <""->~~,J^,,Lvf-'~ fiNHSitlWl,*"* * .;- " • Sta. 59+00-10' LT of CL Sta. 58+25 CL Sta. 58+25 CL Sta. 60+50-12' RT of CL Sta. 59+75 CL Sta. 61+00-6' LT of CL Sta. 58+25 CL Sta. 57+00-10' LT of CL Sta. 55+75^1' RT of CL Sta. 54+50-12' RT of CL Sta. 53+25-1 0'LT of CL Sta. 51+75 CL Sta. 50+25-2' LT of CL SplitB Sta. 13+50CL Split B Sta. 12+25 6' LT of CL SplitB Sta. 11+009'RTofCL Split B Sta. 9+75 8' LT of CL Split B Sta. 8+50 2' RT of CL Split B Sta. 7+25 6' LT of CL Split B Sta. 6+00 4' RT of CL SplitB Sta. 4+75 5' LT of CL Split B Sta. 49+25 CL Split B Sta. 47+75-8' LT of CL Split B Sta. 46+25-10' RT of CL Split B Sta. 44+50-12' RT of CL Split B Sta. 42+75 CL Split B Sta. 41+50-2' LT of CL Split B Sta. 40+00^' RT of CL Split B Sta. 39+00 CL Sta. 11+75 12'LTofCL Sta. 12+7522'LTofCL Sta. 1 4+50-5' LT of CL Sta. 61+00 curb & gutter Sta. 59+25 curb & gutter Sta. 57+50 curb & gutter Sta. 55+75 curb & gutter Sta. 54+00 curb & gutter Sta. 38+25-18'RTofCL Sta. 37+00-24'RTofCL Sta. 35+50-3 'RT of CL Sta. 34+25-12' RT of CL Sta. 33+00-7' LT of CL Sta. 31+50-10'RTofCL Sta. 30+25-14'LTofCL Sta. 38+75-3'RTofCL Sta. 27+25 CL Sta.25+50-10'RTofCL Sta.36+50-18'LTofCL Sta. 35+40-24'LTofCL Split A Sta. 16+00 8'LT of CL Sta. 52+62 RT curb & gutter Sta. 53+75 RT curb & gutter •yfajfl ..•ffxt ' FSG FSG FSG -6 -6 FSG FSG FSG FSG FSG FSG FSG FSG FSG FSG FSG FSG FSG FSG FSG FSG FSG FSG FSG FSG FSG FSG FSG FSG SG SG SG FBG FBG FBG FBG FBG FSG FSG FSG FSG FSG FSG FSG FSG FSG FSG FSG FSG FSG FBG FBG »«y. •tarf^; ><W3t^ 114.3 109.6 110.2 117.4 117.7 116.5 114.5 115.7 116.4 117.5 116.2 116.3 117.6 116.2 116.3 115.0 117.6 116.0 115.2 115.6 119.0 115.8 116.1 114.9 116.2 114.4 114.8 115.2 116.5 110.7 108.5 109.5 129.9 129.5 128.9 127.0 127.3 117.6 114.9 116.2 117.0 118.2 115.9 114.5 115.5 114.6 115.6 114.9 115.2 115.0 129.5 128.2 Moist ; CeatH 12.2 13.1 12.7 13.5 15.4 13.5 14.8 14.3 13.5 12.2 13.9 9.7 10.9 11.6 12.1 14.1 13.9 11.1 13.7 14.0 11.6 12.3 11.2 13.8 13.6 10.2 12.7 13.1 12.9 9.5 9.9 10.1 5.3 4.9 5.3 5.1 6.6 15.0 12.0 8.9 10.0 10.6 12.8 11.8 11.0 13.5 9.9 13.9 74.0 9.9 6.6 5.2 Rel. :3CW*j 95 91 91 97 97 96 95 96 96 97 96 96 97 96 96 95 97 96 95 90 98 96 96 95 96 95 95 95 96 91 90 90 98 98 98 97 97 97 95 96 97 98 96 95 95 95 96 95 95 95 98 97 Sample UK ; 1111 1 1 1 1 11 1 1 111 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 8 8 8 8 8 1 1 1 1 1 1 1 1 1 1 1 1 1 8 8 Retcsted \*fep34£::' 517 517 * IS- n.' • 1 , . •< -Cv ^ -: Fail Fail Notes: CL = centerline; LT = left; RT = right; SG = subgrade; AC = asphalt concrete; FSG = Finished subgrade; FBG = Finished base grade 51-410002-011/5110M186.doc Copyright 2001 Kleinfelder, Inc. Page 12 of 20 January 4, 2001 KLEINFELDER •J***'lir«eb ij 6-12 SM 6-12 SM 6-12 SM 6-12 SM 6-12 SM 6-12 SM 6-1 2 SM 6-12 SM 6-1 2 SM 6-12 SM 6-12 SM 6-13 SM 6-13 SM 6-13 SM 6-13 SM 6-13 SM 6-13 SM 6-13 SM 6-13 SM 6-13 SM 6-13 SM 6-13 SM 6-13 SM 6-13 SM 6-13 SM 6-13 SM 6-13 SM 6-13 SM 6-13 SM 6-13 SM 6-13 SM 6-13 SM 6-13 SM 6-13 SM 6-13 SM 6-13 SM 6-13 SM 6-13 SM 6-13 SM 6-13 SM 6-14 SM 6-14 SM 6-14 SM 6-14 SM 6-14 SM 6-14 SM 6-14 SM ^4\^|,^,J 'iM&flik^ 563 564 565 566 567 568 569 570 571 572 573 574 575 576 577 578 579 580 581 582 583 584 585 586 587 588 589 590 591 592 593 594 595 596 597 598 599 600 601 602 603 604 605 606 607 608 609 Retest >*£&''•*%»* , ^ •*, ^** ^ ,5 C9*** v b "~ * >. u-^r ft1 -- 4^ "' ^- "- •<s>*v* * "5 r&****^-' 1 "* ' : Sta. 55+25 RT curb & gutter Sta. 56+75 RT curb & gutter Sta. 58+50 RT curb & gutter Sta. 60+50 RT curb & gutter Sta. 61+94 RT curb & gutter Sta. 61+00 LT curb & gutter Sta. 59+25 LT curb & gutter Sta. 57+50 LT curb & gutter Sta. 55+75 LT curb & gutter Sta. 54+00 LT curb & gutter Sta. 52+50 LT curb & gutter Sta. 52+00 RT curb & gutter Sta. 50+50 RT curb & gutter Sta. 49+00 RT curb & gutter Sta. 47+50 RT curb & gutter Sta. 46+00 RT curb & gutter Sta. 44+50 RT curb & gutter Sta. 42+75 RT curb & gutter Sta. 41+00 RT curb & gutter Sta. 39+25 RT curb & gutter Sta. 52+25 LT curb & gutter Sta. 50+75 LT curb & gutter Split B Sta. 12+75 LT curb & gutter Split B Sta. 1 1 +00 LT curb & gutter Split B Sta. 9+25 LT curb & gutter Split B Sta. 7+50 LT curb & gutter Split B Sta. 5+75 LT curb & gutter Split B Sta. 4+00 LT curb & gutter Split B Sta. 2+75 LT curb & gutter Sta. 24+20- 1'RT of CL Sta. 23+00-12' RT of CL Sta. 21+50-8' LT of CL Sta. 20+00-3 'LT of CL Sta. 1 8+50-7' RT of CL Sta. 1 6+75-24' RT of CL Sta. 15+00-14' RT of CL Sta. 13+50-2' RT of CL Sta. 1 0+60-2 1'RT of CL Sta. 11+75-5'RTofCL Sta. 12+75-12' RT of CL Sta. 38+00 RT curb & gutter Sta. 36+75 RT curb & gutter Sta. 35+25 RT curb & gutter Sta. 34+00 RT curb & gutter Sta. 34+50 LT curb & gutter Sta. 35+50 LT curb & gutter Sta. 36+50 LT curb & gutter H€*.,~">.«n FBG FBG FBG FBG FBG FBG FBG FBG FBG FBG FBG FBG FBG FBG FBG FBG FBG FBG FBG FBG FBG FBG FBG FBG FBG FBG FBG FBG FBG FSG FSG FSG FSG FSG FSG FSG FSG FSG FSG FSG FBG FBG FBG FBG FBG FBG FBG 1 ^*y jDensity "f«^ 125.6 126.6 127.6 125.1 126.2 128.2 125.9 129.3 124.9 125.8 129.1 127.9 126.0 128.5 128.6 128.8 127.0 127.1 127.4 128.6 126.8 125.9 124.8 126.7 125.5 127.8 124.9 126.2 129.1 118.9 114.5 115.7 116.4 114.6 114.8 115.3 114.9 115.7 115.2 116.3 125.4 124.9 128.5 125.3 124.8 125.2 129.6 MUM-, t$fc&L ~, 6.3 6.0 6.1 5.4 5.8 5.3 5.2 6.0 5.9 6.8 6.0 5.2 5.5 5.2 5.8 5.6 5.4 5.3 7.3 7.0 6.0 6.4 6.4 7.5 5.3 5.5 6.2 5.3 5.8 10.2 10.8 11.5 10.1 9.8 11.3 11.6 9.8 10.3 9.7 9.9 5.4 5.5 5.3 5.9 5.2 5.3 5.6 s«*l>,! ^Camp ; <r'f»/\ •*!*X3v :; 95 96 97 95 96 97 95 98 95 95 98 97 95 97 97 98 96 96 97 97 96 95 95 96 95 97 95 96 98 98 95 96 96 95 95 95 95 96 95 96 95 95 97 95 95 95 98 Sample••****; v 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 I I 1 1 1 1 1 1 1 1 1 8 8 8 8 8 8 8 Retested <-..,','"», Remark* Notes: CL = centerline; LT = left; RT = right; SG = subgrade; AC = asphalt concrete; FSG = Finished subgrade; FBG = Finished base grade 51-410002-011/5110M186.doc Page 13 of 20 January 4, 2001 Copyright 2001 Kleinfelder, Inc. KLEINFELDER fi*&£ '' > Te*J* ,1 6-14 SM 6-14 SM 6-14 SM 6-14 SM 6-14 SM 6-14 SM 6-14 SM 6-14 SM 6-14 SM 6-14 SM 6-14 SM 6-14 SM 6-15 SM 6-15 SM 6-15 SM 6-15 SM 6-15 SM 6-15 SM 6-15 SM 6-15 SM 6-15 SM 6-15 SM 6-15 SM 6-15 SM 6-15 SM 6-15 SM 6-15 SM 6-15 SM 6-15 SM 6-15 SM 6-15 SM 6-1 5 SM 6-1 6 SM 6-16 SM 6-1 6 SM 6-16 SM 6-1 6 SM 6-16 SM 6-16 SM 6-16 SM 6-16 SM 6-16 SM 6-1 6 SM 6-1 6 SM 6-16 SM 6-16 SM 6-16 SM 6-1 6 SM 6-16 SM 6-16 SM 6-16 SM ffiI:iO\ ^^-+..\^ t~i; fisMttl 610 611 612 613 614 615 616 617 618 619 620 621 622 623 624 625 626 627 628 629 630 631 632 633 634 635 636 637 638 639 640 641 642 643 644 645 646 647 648 649 650 651 652 653 654 655 656 657 658 659 660 f*ptes*~ *"£*,• fc*-^ **^ m ^v I33f*' ,r •>* Jr T.* .. "" i •"•'*-,' "•> r >— &*; ^ocitha /— Split B Sta. 1+50 LT curb & gutter Retest 548 Sta. 38+25-18' RT of CL Split A Sta. 15+25-5' RTof CL Split A Sta. 14+00-12' LT of CL Split A Sta. 12+75CL SplitASta. 1 1+50-10' RT of CL Split A Sta, 10+25-5' LT of CL Split A Sta. 9+00-1' RT of CL Split A Sta. 7+25-14' RTof CL Split A Sta. 5+50-12' LT of CL Split A Sta. 3+75-3' LT of CL Split A Sta. 2+25-4' RT of CL Split B Sta. 3+15 inside curb Split B Sta. 5+00 inside curb Split B Sta. 6+75 inside curb Split B Sta. 8+50 inside curb Split B Sta. 10+25 inside curb Split B Sta. 1 1+50 inside curb Split B Sta. 13+25 inside curb Split B Sta. 49+75 inside curb Split B Sta. 47+75 inside curb Split B Sta. 46+00 inside curb Sta. 44+25 inside curb Sta. 42+50 inside curb Sta. 40+75 inside curb Sta. 39+25 inside curb Split A Sta. 1+50-20' LT of CL Split A Sta. 17+75-8' LT of CL Split A Sta. 16+00-2' LT of CL Split A Sta. 14+25-16' LT of CL SplitASta. 1 2+50-26 'LT of CL Split A Sta. 10+70-28' LT of CL Sta. 33+40 curb & gutter Sta. 3 1+75 curb & gutter Sta. 29+75 curb & gutter Sta. 27+50 curb & gutter Sta. 25+75 curb & gutter Sta. 24+00 curb & gutter Sta. 22+25 curb & gutter Sta. 20+50 curb & gutter Sta. 20+20 inside curb Sta. 21+25 inside curb Sta. 23+00 inside curb Sta. 24+75 inside curb Sta. 26+50 inside curb Sta. 28+25 inside curb Sta. 30+30 inside curb Sta. 3 1+75 inside curb Sta. 33+25 inside curb Split A Sta. 1 5+60 inside curb Split A Sta. 1 3+25 inside curb ;«h*."; -'3$S4" FBG FSG FSG FSG FSG FSG FSG FSG FSG FSG FSG FSG FBG FBG FBG FBG FBG FBG FBG FBG FBG FBG FBG FBG FBG FBG FSG FSG FSG FSG FSG FSG FBG FBG FBG FBG FBG FBG FBG FBG FBG FBG FBG FBG FBG FBG FBG FBG FBG FBG FBG •»*, jDensity ""~K*»fft,s. WV.rr: 125.0 118.0 115.2 117.9 115.6 118.0 114.9 119.0 115.8 116.5 115.2 115.0 127.4 127.9 126.9 125.5 128.7 128.5 127.1 124.9 125.1 124.8 125.8 128.0 125.9 124.8 117.4 114.8 117.5 115.0 114.9 115.4 127.3 127.4 127.1 126.8 128.6 124.8 127.2 125.5 127.2 128.7 126.6 128.6 129.9 126.0 128.7 128.0 126.7 125.0 127.6 /***.daKE,** 6.0 13.1 12.1 9.7 9.8 9.8 9.1 12.3 9.8 11.5 9.9 10.4 5.4 5.0 5.7 5.6 5.8 5.6 6.5 5.2 5.1 5.7 5.6 6.1 7.4 6.1 9.2 9.9 10.2 10-5 9.1 9.9 5.7 5.2 5.2 5.0 5.3 5.4 5.2 5.9 5.0 5.3 5.3 5.2 5.2 6.3 7.1 5.6 5.8 5.0 5.4 •Bar;Camp :Hf*):^ 95 98 95 97 96 98 95 98 96 96 95 95 97 97 96 95 98 97 96 95 95 95 95 97 95 95 97 95 97 95 95 95 96 97 96 96 97 95 96 95 96 97 96 97 98 95 97 97 96 95 97 Sample •' Ko* ; 8 1 1 1 1 1 1 1 1 1 1 1 8 8 8 8 8 8 8 8 8 8 8 8 8 8 1 1 1 1 1 1 8 8 8 8 8 8 8 8 8 Ketested *jr;*"j . N Notes: CL = centerline; LT = left; RT = right; SG = subgrade; AC = asphalt concrete; FSG = Finished subgrade; FBG = Finished base grade 51-410002-011 /511OM186.doc Copyright 2001 Kleinfelder, Inc. Page 14 of 20 January 4, 2001 KLEINFELDER v* v- t~ ^ -IM&C -TeAliS 6-1 6 SM 6-16 SM 6-1 6 SM 6-16 SM 6-16 SM 6-1 6 SM 6-16 SM 6-16 SM 6-1 6 SM 6-16 SM 6-16 SM 6-16 SM 6-16 SM 6-16 SM 6-16 SM 6-16 SM 6-16 SM 6-16 SM 6-16 SM 6-16 SM 6-16 SM 6-19 SM 6-19 SM 6-19 SM 6-19 SM 6-19 SM 6-19 SM 6-39 SM 6-21 SM 6-21 SM 6-21 SM 6-21 SM 6-21 SM 6-21 SM 6-21 SM 6-21 SM 6-21 SM 6-21 SM 6-21 SM 6-21 SM 6-21 SM 6-21 SM 6-21 SM 6-21 SM 6-22 SM 6-22 SM 6-23 SM 6-23 SM 6-23 SM 6-23 SM 6-23 SM 6-23 SM 6-23 SM v" i"L * ",".trtsjiV ' >' * JMRStlw.^ 661 662 663 664 665 667 668 669 670 671 672 673 674 675 676 677 678 679 680 681 682 683 684 685 686 687 688 689 690 691 692 693 694 695 696 697 698 699 700 701 702 703 704 705 706 707 708 709 710 711 712 713 714 Reie$t; - M "•«"„* ™^T-"Itffl** ;^ gAMw : ,»,*. "^s- \ » " >~ " X-' -* ' ' • ™\«> <>*» * if £ ~f~ aprr^ ,jf - ,t t-js'sr <•?**.*•* r * -. i m"<*'*' .si-* M,i?Sv=%j. 4»M«^T,'-. *,- : Split A Sta. 1 1+50 inside curt) Split A Sta. 9+75 inside curb Split A Sta. 8+00 inside curb Split A Sta. 6+25 inside curb Split A Sta. 4+50 inside curb Split A Sta. 2+50 inside curb Split A Sta. 1 5+50 curb & gutter Split A Sta. 1 4+00 curb & gutter Split A Sta. 12+25 curb & gutter Split A Sta. 10+53 curb & gutter Split A Sta. 8+75 curb & gutter Split A Sta. 7+00 curb & gutter Split A Sta. 5+25 curb & gutter Split A Sta. 3+50 curb & gutter Split A Sta. 1+75 curb & gutter Sta. 19+25 curb & gutter Sta. 17+50 curb & gutter Sta. 15+70 curb & gutter Sta. 14+00 curb & gutter Sta. 12+25 curb & gutter Sta. 10+80 curb & gutter Sta. 19+25 LT curb & gutter Sta. 17+50 LT curb & gutter Sta. 15+75 LT curb & gutter Sta. 14+00 LT curb & gutter Sta. 12+50 LT curb & gutter Sta, 1 1+00 LT curb & gutter Crossover @ Sta. 11+00 Sta. 61+00-20' LT of CL Sta. 59+50-8' LT of CL Sta. 58+00-15' LT of CL Sta. 56+50-2' LT of CL Sta. 55+00-8' LT of CL Sta. 53+50-24' LT of CL Sta. 52+00-CL Sta. 50+25-14' LT of CL Sta. 61+75-18' RT of CL Sta. 60+25-5' RT of CL Sta. 58+75-3' RT of CL Sta. 57+00-14' RT of CL Sta. 55+25-10' RT of CL Sta. 54+00- 14' RT of CL Sta. 52+50-2' RT of CL Sta. 50+75-24' RT of CL Driveway Sta. 1 1+75 Driveway Sta. 52+53 Sta. 49+75-1 T LT of CL Sta. 48+25-2' RT of CL Sta. 46+75-9' RT of CL Sta. 45+00-CL Sta. 43+50-12' RT of CL Sta. 42+00-14' LT of CL Sta. 40+50-4' RT of CL -J^.J,^W : FBG FBG FBG FBG FBG FBG FBG FBG FBG FBG FBG FBG FBG FBG FBG FBG FBG FBG FBG FBG FBG FBG FBG FBG FBG FBG FBG SG FBG FBG FBG FBG FBG FBG FBG FBG FBG FBG FBG FBG FBG FBG FBG FBG FSG FSG FBG FBG FBG FBG FBG FBG FBG -'JMcf^ iMMr^i 126.6 128.3 125.0 127.0 124.8 125.1 127.1 127.8 126.9 126.3 128.2 135.9 135.4 135.3 134.0 133.8 133.9 126.2 127.1 125.1 125.5 134.6 133.8 134.0 136.5 135.2 133.9 114.4 134.1 125.6 134.5 127.9 125.4 127.4 125.3 136.1 133.6 127.0 127.4 128.6 127.6 124.8 128.2 138.0 108.5 114.6 136.7 139.1 138.4 136.1 137.4 133.8 137.9 Moist .Cottt^ 5.7 5.4 5.7 5.9 5.3 5.8 5.0 5.1 5.6 5.6 5.7 6.0 4.1 5.4 6.4 4.4 4.5 5.2 5.3 5.1 6.1 4.3 4.7 4.2 4.5 4.2 4.8 10.1 4.6 5.9 6.0 10.0 8.6 8.7 9.6 5.8 4.6 9.2 9.3 9.0 6.2 7.0 8.0 4.6 13.5 11.3 4.5 5.8 6.6 5.8 5.7 6.4 5.3 *•*•',:•&*8i>$\<<*»;,! 96. 97 95 96 95 95 96 97 96 96 97 96 96 96 95 95 95 96 96 95 95 95 95 95 96 96 95 95 95 95 95 97 95 97 95 96 95 96 97 97 97 95 97 98 90 95 97 98 98 96 97 95 97 "! «V .Sample <^e, * ] 8 8 8 8 8 8 8 8 8 8 8 9 9 9 9 9 9 8 8 8 8 9 9 9 9 9 9 1 9 8 9 8 8 8 8 9 9 8 8 8 8 8 8 9 1 1 9 9 9 9 9 9 9 j&tfhiiM'tfrvr «A\ V. * %%xm&»i Notes; CL = centerline; LT = left; RT = right; SG = subgrade; AC - asphalt concrete; FSG = Finished subgrade; FBG = Finished base grade 51-410002-011 /511OM186.doc Copyright 2001 Kleinfelder, Inc. Page 15 of 20 January 4, 2001 KLEINFELDER , JM&A Teefe;s y 6-23 SM 6-23 SM 6-23 SM 6-23 SM 6-23 SM 6-23 SM 6-23 SM 6-23 SM 6-23 SM 6-23 SM 6-23 SM 6-23 SM 6-23 SM 6-28 SM 6-28 SM 6-28 SM 6-28 SM 6-28 SM 6-28 SM 6-28 SM 6-28 SM 6-28 SM 6-28 SM 6-28 SM 6-28 SM 6-28 SM 6-28 SM 6-28 SM 6-28 SM 6-28 SM 6-28 SM 6-28 SM 6-28 SM 7-5 SM 7-5 SM 7-5 SM 7-5 SM 7-5 SM 7-5 SM 7-5 SM 7-5 SM 7-5 SM 7-5 SM 7-5 SM 7-5 SM 7-5 SM 7-5 SM 7-5 SM 7-5 SM 7-5 SM 7-5 SM 7-5 SM 7-5 SM * \. ~ " 'ii&'/hjb 715 716 717 718 719 720 721 722 723 724 725 726 727 728 729 730 731 732 733 734 735 736 737 738 739 740 741 742 743 744 745 746 747 748 749 750 751 752 753 754 755 756 757 758 759 760 761 762 763 764 765 766 767 "•Itewst ,•, * -dr* Jl•4 V&% ? ,"rr*«t^ • -s 1 . M '*'>,'- f >* ' ,* K, *'<• v * ' ' * < •, 5 Xv^ft^iljt V" f ^-S< h_"-~"v Sta. 38+75-7' LTofCL Sta. 37+25-4' RT of CL Sta. 36+00-22' RT of CL Sta. 34+50-1 5' RT of CL Sta. 33+50-7' RT of CL Split B Sta. 13+43-4' RT of CL Split B Sta. 12+00-12' LT of CL Split B Sta. 10+50-1' RTofCL Split B Sta. 9+00-15' RT of CL Split B Sta. 7+50-5' LT of CL Split B Sta. 6+00-3 ' LT of CL Split B Sta. 4+00-8' RT of CL Split B Sta. 2+75- CL Split B Sta. 2+00-6' LT of CL Split B Sta. 36+50-16' LT of CL Split B Sta. 35+00-3' LT of CL Split A Sta. 15+25-10' LTofCL Split A Sta. 33+50-22' RT of CL Split A Sta. 32+00-3' LTofCL Split A Sta. 30+25-12' LTofCL Split A Sta. 28+00-10' RT of CL Split A Sta. 26+25-1 ' RTofCL Split A Sta. 24+50-6' LT of CL Sta. 22+75-12' RTofCL Sta. 20+50-4' LTofCL Split A Sta. 15+00-3' RTofCL Split A Sta. 13+00-10' LTofCL Split A Sta. 1 1+25-2' LT of CL Split A Sta. 9+00-12' RTofCL Split A Sta. 7+00-5' LT of CL Split A Sta. 5+25-CL Split A Sta. 3+25-8' RT of CL Split A Sta. 2+00-CL Sta. 35+50-16' LTofCL Split B Sta. 1+00-24' LT of CL Split B Sta. 3+00-10' LT of CL Split B Sta. 5+50-6' LT of CL Split B Sta. 6+00-8' LT of CL Split B Sta. 7+75-12' LTofCL Split B Sta. 9+25-4' LT of CL SplitB Sta. 11+25-7' LTofCL Split B Sta. 13+00-10' LT of CL Split B Sta. 14+25-20' LT of CL Sta. 51+25-16' LTofCL Sta. 53+00-22' LTofCL Sta. 54+85-15' LTofCL Sta. 57+00-23' LTofCL Sta. 58+75-15' LTofCL Sta. 60+25-20' LTofCL Sta. 62+25-16' RTofCL Sta. 61+38-12' RTofCL Sta. 59+75-24' RTofCL Sta. 57+50-22' RTofCL •&^: FBG FBG FBG FBG FBG FBG FBG FBG FBG FBG FBG FBG FBG FBG FBG FBG FBG FBG FBG FBG FBG FBG FBG FBG FBG FBG FBG FBG FBG FBG FBG FBG FBG -2 -2 -2 -2 -2 -2 -2 -2 -2 -2 -2 -2 -2 -2 -2 -2 -2 -2 -2 -2 0*3- ^ Density \ L. fiNfcJ 135.4 118.0 126.1 118.4 128.3 135.1 136.2 137.6 134.4 136.8 135.7 134.0 135.0 118.8 118.4 115.5 120.0 129.3 115.9 119.0 133.8 125.0 117.3 135.2 118.1 134.0 129.5 124.9 125.1 127.4 136.6 128.8 124.7 142.3 137.8 142.1 141.5 143.5 139.6 140.9 144.3 143.2 141.0 143.4 142.3 139.3 140.9 141.4 145.8 141.5 142.5 141.0 137.7 Motst .<J©8t; 7.4 13.2 6.7 13.0 9.1 4.9 4.7 6.3 6.9 4.6 4.7 4.7 ' 5.4 9.3 9.9 9.5 9.6 4.9 10.8 9.9 4.3 7.1 9.3 4.7 9.7 4.7 5.7 6.3 4.4 7.9 4.0 5.1 5.7 &£' Camp i 96 97 96 97 97 95 96 97 95 97 96 95 95 97 97 95 95 98 95 95 95 95 96 96 97 95 98 95 95 97 97 98 95 98 95 98 98 99 97 98 99 99 98 99 97 96 98 98 97 98 99 98 95 Sample< jso. ; 9 10 8 10 8 9 9 9 9 9 9 9 9 10 10 10 10 8 10 10 9 8 30 9 10 9 8 8 8 8 9 8 8 11 11 11 11 11 11 11 11 11 11 11 11 11 11 11 11 11 11 11 11 Retested : -1*11* *i*!%&B!Nlf$tS " Notes: CL = centerline; LT = left; RT = right; SG = subgrade; AC = asphalt concrete; FSG = Finished subgrade; FBG = Finished base grade 51-410002-011/5110M186.doc Copyright 2001 Kleinfelder, Inc. Page 16 of 20 January 4, 2001 KLEINFELDER -Urti&i ^t«*&^s 7-5 SM 7-5 SM 7-5 SM 7-5 SM 7-5 SM 7-5 SM 7-5 SM 7-5 SM 7-5 SM 7-5 SM 7-5 SM 7-5 SM 7-5 SM 7-5 SM 7-5 SM 7-5 SM 7-5 SM 7-5 SM 7-5 SM 7-5 SM 7-5 SM 7-5 SM 7-5 SM 7-5 SM 7-5 SM 7-5 SM 7-5 SM 7-5 SM 7-5 SM 7-5 SM 7-5 SM 7-5 SM 7-5 SM 7-5 SM 7-5 SM 7-5 SM 7-5 SM 7-5 SM 7-5 SM 7-5 SM 7-5 SM 7-5 SM 7-5 SM 7-5 SM 7-5 SM 7-5 SM 7-5 SM 7-5 SM 7-5 SM 7-5 SM 7-5 SM 7-5 SM 7-5 SM t'"£"f*'..f *' v ~<?^*£f-r$#tm?\ 768 769 770 771 772 773 774 775 776 111 778 779 780 781 782 783 784 785 786 787 788 789 790 791 792 793 794 795 796 797 798 799 800 801 802 803 804 805 806 807 808 809 810 811 812 813 814 815 816 817 818 819 820 Itefeesf ~ \«fe /Ti^-? „ *-t*. It _v - & * \ * , ,. ^,-u.i ~f^"-lUK»*fe8, *=%"'• ", 5 Sta. 55+75-14' RT of CL Sta. 53+75-21' RT of CL Sta. 51+75-18' RT of CL Sta. 49+75-15' RT of CL Sta. 47+75-1 0'RT of CL Sta. 45+75-5' RT of CL Sta. 43+75-1 2' RT of CL Sta. 41+75-2' RT of CL Sta. 39+75-7' RT of CL Sta. 37+75-20' RT of CL Sta. 35+50-14' RT of CL Sta. 33+50-24' RT of CL Sta. 30+50-2' RT of CL Sta. 27+50-10' RT of CL Sta. 29+50-10' LT of CL Sta. 32+00-4' LT of CL Sta. 34+75-6' LT of CL Sta. 37+25-5' LT of CL Sta. 40+1 0-9' LT of CL Sta. 42+00-7' LT of CL Sta. 45+50-6' LT of CL Sta. 48+00-8' LT of CL Sta. 51+00-10' RT of CL Sta. 53+75-4' RT of CL Sta. 55+75-6' RT of CL Sta. 58+75-12' RT of CL Sta. 61+75-5' RT of CL Sta. 50+75-7' LT of CL Sta. 57+00-10' LT of CL Sta. 57+00-6' LT of CL Sta. 53+25-3 'LT of CL Split B Sta. 14+00-8' LT of CL Split B Sta. 1 1+50-2' RT of CL Split B Sta. 8+25-9' RT of CL Split B Sta. 5+00-6' RT of CL Split B Sta. 2+75-8' RT of CL Sta. 36+50-5' RT of CL Split A Sta. 1+50-16' LT of CL Split A Sta. 18+50-8' LTofCL Sta. 17+25-CL Sta. 15+75-24' LTofCL Sta. 14+25-1 8' LTofCL Sta. 10+50-12' RT of CL Sta. 1 2+50-8 'RT of CL Sta. 14+50-26' RT of CL Sta. 16+50-10' RT of CL Sta. 18+75-14' RT of CL Sta. 5 1+50-RT Sidewalk Sta. 50+50-RT Sidewalk Sta. 49+00-RT Sidewalk Sta. 47+50-RT Sidewalk Sta. 45+75-RT Sidewalk Sta. 44+25-RT Sidewalk J$^r: -2 -2 -2 -2 -2 -2 -2 -2 -2 -2 -2 -2 -2 -2 -2 -2 -2 -2 -2 -2 -2 -2 -2 -2 -2 -2 -2 -2 -2 -2 -2 -2 -2 -2 -2 -2 -2 FBG FBG FBG FBG FBG FBG FBG FBG FBG FBG FSG FSG FSG FSG FSG FSG !P<r ; °lJeB$l*r~ 140.9 142.2 140.3 145.2 140.4 140.0 144.8 140.9 138.9 141.9 140.7 137.0 142.4 142.1 135.5 138.3 141.3 136.6 133.6 138.9 133.5 140.9 139.5 134.0 338.9 336.8 140.3 137.7 138.0 140.6 138.7 138.8 138.3 137.4 139.4 134.2 140.3 124.8 127.2 119.8 133.8 128.1 125.9 127.5 128.5 126.1 126.9 112.2 108.4 110.0 109.2 119.0 109.7 Moist :-CBB£': JWF* 8.6 7.0 10.9 4.4 7.8 8.2 6.7 6.1 9.9 8.5 12.1 10.3 13.3 13.4 13.5 11.5 * ** < ^J98 98 98 97 97 97 100 99 96 98 97 95 99 98 94 96 98 95 92 96 92 98 97 93 96 95 97 95 96 97 96 96 96 95 96 93 97 95 96 98 95 97 95 97 97 96 96 93 90 91 90 98 91 ; Samplemsij,'' .111111111111111111n1111nnnn1111nnnnnnn11n11nnnn11nnn11 8 8 10 9 8 8 8 8 8 8 1 3 1 1 1 1 Retested "' *#$$ - 845 846 847 848 849 •*»j '.-« ^.r< , Hi ' ' Fail Fail Fail Fail Fail Notes: CL = centerline; LT = left; RT = right; SG = subgrade; AC = asphalt concrete; FSG = Finished subgrade; FBG = Finished base grade 51-410002-011/511OM186.doc Copyright 2001 Kleinfelder, Inc. Page 17 of 20 January 4, 2001 KL E I N F EL D E R tXWr- •« Us*" J 7-5 SM 7-5 SM 7-5 SM 7-5 SM 7-6 SM 7-6 SM 7-6 SM 7-6 SM 7-6 SM 7-6 SM 7-6 SM 7-6 SM 7-6 SM 7-6 SM 7-7 SM 7-7 SM 7-7 SM 7-7 SM 7-7 SM 7-7 SM 7-7 SM 7-7 SM 7-7 SM 7-7 SM 7-10 SM 7-1 OSM 7-10 SM 7-10 SM 7-1 OSM 7-10 SM 7-10 SM 7-10 SM 7-10 SM 7-10 SM 7-10 SM 7-10 SM 7-10 SM 7-10 SM 7-10SM 7-1 OSM 7-10 SM 7-10 SM 7-10 SM 7-10 SM 7-10 SM 7-10 SM 7-10 SM 7-10 SM 7-10 SM 7-10 SM Jv"*. '-" ^ l v*!-~ ->;-"• TMJhUli 821 822 823 824 825 826 827 828 829 830 831 832 833 834 835 836 837 838 839 840 841 842 843 844 845 846 847 848 849 850 851 852 853 854 855 856 857 858 859 860 861 862 863 864 865 866 867 868 869 870 Retest 2'<*V-**$ 782 786 788 791 803 ' " • % < " < — " ""• 'i- i> t " j, „ „ _ ~~1 ™ *T^ -3 ** 3£ t ~ .rfF s *ffo.t^^t?* * S.^J'1-.V ' v^*Jy$,wi * ?**•# X v*t*ts$£tm # ** ^ f •" • Sta. 42+75-RT Sidewalk Sta. 41+75-RT Sidewalk Sta. 39+00-RT Sidewalk Sta. 37+25-RT Sidewalk Median Split A Sta. 32+20 Median Split A Sta. 32+00 Sta. 60+50-RT Sidewalk Sta- 59+25-RT Sidewalk Sta. 58+00-RT Sidewalk Sta. 56+25-RT Sidewalk Sta. 53+00-RT Sidewalk Sta. 54+50-RT Sidewalk Median Split B Sta. 9+25 Median Split B Sta. 13+00 Sta. 12+25-20' LT of CL Sta. 11+50-4' LT of CL Sta. 10+75- 14' LTofCL Sta. 61+50-20' LT of CL Split B Sta. 8+00-Median Sidewalk Split B Sta. 6+00-Median Sidewalk Split B Sta. 4+90-Median Sidewalk Split B Sta. 3+25-Median Nose Sta. 62+00-1 0'LT of CL Sta. 61+40-16' LT of CL Retest #782 Retest #786 Retest #788 Retest #791 Retest #803 Sta. 10+59-6' RT of CL Sta. 1 0+50-28 'RT of CL Sta. 1 0+75-24' LT of CL Sta. 11+25-10' LTofCL Sta. 11+50-2' LTofCL Sta. H+75-24'RTofCL Sta. 12+25-20' LTofCL Sta. 12+50-5' RT of CL Sta. 12+75-24' RT of CL Sta. 13+25-8' LTofCL Sta. 13+70-16' RT of CL Sta. 13+75-14' RT of CL Sta. 14+50-19' RT of CL Sta. 14+25-22' RT of CL Sta. 1 5+50-3 'RT of CL Sta. 15+25-22' LTofCL Sta. 16+00-14' RT of CL Sta. 16+25-7' LTofCL Sta. 15+75-26' RT of CL Sta. 16+75-14' LTofCL Sta. 17+00-12' RT of CL Eta.".P£>; FSG FSG FSG FSG FSG FSG FBG FBG FBG SG-2 FSG FSG FSG FSG FBG FBG -2 AC -2 AC -2 AC -2 AC -2 AC -2 AC -2 AC -2 AC -2 AC -2 AC -2 AC -2 AC -2 AC -2 AC -2 AC -2 AC -2 AC -2 AC -2 AC -2 AC -2 AC -2 AC -2 AC -2 AC -2 AC -2 AC toy^.Density ~ -~ /tw^Fk , i*...^P^?.'f; 111.0 111.4 108.7 114.2 113.0 115.4 114.0 110.0 109.3 ,111.6 116.0 109.0 108.5 112.4 136.5 129.2 128.5 124.2 109.2 109.7 109.7 112.7 125.1 129.7 137.6 137.0 137.4 138.4 136.7 137.4 141.0 138.3 137.1 136.6 138.4 136.9 140.7 137.1 138.9 143.0 141.6 140.5 142.8 141.9 140.7 136.8 140.5 142.7 141.7 143.0 Moist Coot, $4&\ 10.9 13.6 12.8 10.8 9.7 11.6 10.5 13.3 13.1 13.8 10.8 11.0 9.6 13.7 4.5 7.6 6.4 5.9 11.8 13.7 12.5 13.3 8.8 7.1 Ret Comp - W .i 92 93 90 94 93 95 94 91 90 92 96 90 90 93 97 98 97 94 90 91 91 93 95 98 95 95 95 96 95 95 98 96 95 95 96 95 97 95 96 99 98 97 99 98 97 95 97 99 98 99 Sample , * J*e» . l l l l l l 1 1 1 1 1 1 l 1 9 8 8 8 1 1 1 1 8 8 11 11 11 11 11 11 11 11 11 11 11 11 11 11 11 11 11 11 11 11 11 11 11 11 11 11 Retested-.%fjNft,~ •> \ Remarks Notes: CL = centerline; LT = left; RT = right; SG = subgrade; AC = asphalt concrete; FSG = Finished subgrade; FBG = Finished base grade 5 M10002-011/511 OM186.doc Copyright 2001 Kleinfelder, Inc. Page 18 of 20 January 4, 2001 KLEINFELDER ',>»' *•'*>*%fc«*rf ^1 &)Mfci" 7-10 SM 7-10 SM 7-10 SM 7-10 SM 7-10 SM 7-10 SM 7-10 SM 7-10 SM 7-10 SM 7-10 SM 7-10 SM 7-10 SM 7-10 SM 7-10 SM 7-10 SM 7-10 SM 7-10 SM 7-10 SM 7-10 SM 7-10 SM 7-1 OSM 7-10 SM 7-10 SM 7-10 SM 7-10 SM 7-10 SM 7-10 SM 7-10 SM 7-10 SM 7-10 SM 7-10 SM 7-10 SM 7-10 SM 7-10 SM 7-10 SM 7-10 SM 7-1 OSM 7-1 OSM 7-1 OSM 7-1 OSM 7-1 OSM 7-10 SM 7-10 SM 7-10 SM 7-11 SM 7-1 1 SM 7-11 SM 7-11 SM 7-11 SM 7-11 SM 7-11 SM 7-11 SM 7-1 1 SM I J1U ^L MJ1 J I t *H ''A "> : £$«&& N 871 872 873 874 875 876 877 878 879 880 881 882 883 884 885 886 887 888 889 890 891 892 893 894 895 896 897 898 899 900 901 902 903 904 905 906 907 908 909 910 911 912 913 914 915 916 917 918 919 920 921 922 923 Refest _» ' -M X,«f ••» 3>'T)*t^,k >N',\-"" i" • >V**,.M-«.:I tt,v^v\ -LMMttTn ,*"'**-* Sta. 18+00-18' RT of CL Sta. 18+25-3' LT of CL Sta. 1 9+00-5 'RT of CL Sta. 18+75-1 1'LT of CL Sta. 1 9+75-1 0'RT of CL Sta. 19+50-1 8' LT of CL Sta. 20+00-1 3' RT of CL Sta. 20+50-6' LT of CL Sta. 20+75-7' RT of CL Sta. 21+50-8' LT of CL Sta. 21+75-10' RT of CL Sta. 22+50- 1'LT of CL Sta, 22+75-12' RT of CL Sta. 23+50-5' LT of CL Sta. 23+75-7' RT of CL Sta. 24+50-10' LT of CL Sta. 24+75-12' RT of CL Sta. 26+00-2' LT of CL Sta. 26+25-7' RT of CL Sta. 26+75-8' LT of CL Sta. 27+00-6' RT of CL Sta. 29+00-4' LT of CL Sta. 35+25-7' LT of CL Sta. 35+20-18' LT of CL Sta. 34+00-17' LT of CL Sta. 33+75-4' LT of CL Split A Sta. 14+75-8' LTofCL Split A Sta. 14+50-6' RTof CL Split A Sta. 12+50-2' LTofCL Split A Sta. 12+25-3' RTof CL SplitA Sta. 10+75-8' LTofCL SplitASta. 1 1+00-10' RT of CL Split A Sta. 9+25-6' LT of CL Split A Sta. 9+00-2' RT of CL Split A Sta. 7+75- 1 0' LT of CL Split A Sta. 8+00-10' RTof CL Split A Sta. 6+00-6' RT of CL Split A Sta. 6+25- 1' LT of CL Split A Sta. 4+75-4' LT of CL Split A Sta. 4+50-2' RT of CL Split A Sta. 3+25-10' LT of CL Split A Sta. 3+00-9' RT of CL Split A Sta. 2+25-7' LT of CL Split A Sta. 2+00-3' RT of CL Sta. 35+25-RT Sidewalk Sta. 34+50-RT Sidewalk Sta. 32+00-RT Sidewalk Sta. 30+00-RT Sidewalk Sta. 27+50-RT Sidewalk Sta. 25+25-RT Sidewalk Sta. 23+00-RT Sidewalk Sta. 20+75-RT Sidewalk Sta. 18+50-RT Sidewalk *wi»r\j -2 AC -2 AC -2 AC -2 AC -2 AC -2 AC -2 AC -2 AC -2 AC -2 AC -2 AC -2 AC -2 AC -2 AC -2 AC -2 AC -2 AC -2 AC -2 AC -2 AC -2 AC -2 AC -2 AC -2 AC -2 AC -2 AC -2 AC -2 AC -2 AC -2 AC -2 AC -2 AC -2 AC -2 AC -2 AC -2 AC -2 AC -2 AC -2 AC -2 AC -2 AC -2 AC -2 AC -2 AC FSG FSG FSG FSG FSG FSG FSG FSG FSG 0iy >x .pMtftt&j 140.4 136.9 142.9 139.1 142.7 143.0 140.0 142.6 142.3 138.3 140.7 142.7 136.8 141.0 142.9 136.9 143.0 189.4 142.2 137.1 142.1 140.7 136.7 136.9 139.9 136.8 141.9 142.1 142.3 140.3 141.9 137.5 141.3 136.8 138.0 138.8 136.7 137.0 138.6 142.9 140.0 136.8 141.7 138.4 110.3 115.7 113.3 114.0 111.7 109.3 113.4 115.7 108.6 Moist JCoa£ *<%> * 9.9 10.5 9.6 9.9 10.1 9.8 9.7 11.7 9.7 »<& Comp "**^CA "• 97 95 99 96 99 99 97 99 98 96 97 99 95 98 99 95 99 96 98 95 98 97 95 95 97 95 98 98 98 97 98 95 98 95 96 96 95 95 96 99 97 95 98 96 91 96 94 94 92 90 94 96 90 ittalto,; *•* ,JSto--V'< 11 11 11 11 11 11 11 11 11 11 11 11 11 11 11 11 11 11 11 11 11 n 11 11 n n 11 n n n n n 11 n n n 11 n 11 n n n n n i i i i i i i i i Retestedtym .S^asarfes ^ Notes: CL = centerline; LT = left; RT = right; SG = subgrade; AC = asphalt concrete; FSG = Finished subgrade; FBG = Finished base grade 51 -410002-011 IS 11OM186.doc Copyright 2001 Kleinfelder, Inc. Page 19 of 20 January 4, 2001 KLEINFELDER Birtef^ *t**\^i 7-11 SM 7-11 SM 7-11 SM 7-13 SM 7-13 SM 7-13 SM 7-13 SM 7-13 SM 7-13 SM 7-13 SM 7-13 SM 7-13 SM 7-13 SM 7-13 SM 7-13 SM 7-13 SM 7-13 SM 7-13 SM 7-13 SM 7-13 SM 7-13 SM 7-1 7 SM 7-1 7 SM 7-17 SM 7-1 7 SM 7-17 SM 7-17 SM 7-17 SM 7-17 SM 7-17 SM 7-19 SM 7-19 SM 7-1 9 SM 7-19 SM 7-19 SM 7-19 SM 7-19 SM 7-19 SM 7-1 9 SM 7-19 SM (*: " ' * •"isr^ •«}"-** 924 925 926 927 928 929 930 931 932 933 934 935 936 937 938 939 940 941 942 943 944 945 946 947 948 949 950 951 952 953 954 955 956 957 958 959 960 961 962 963 ~Re*estf. J~ *«f « i '_jl«Stf>! 1 ', - ir • ip^J^V^ 1 ,, , I > *'>,«,"-' J "• *"J ',^j?'; 'TuoGSffixm^, iV'T ;*• Sta. 16+50-RT Sidewalk Sta. 14+00-RT Sidewalk Sta. 12+75-RT Sidewalk Sta. 12+75-LT Sidewalk Sta. 15+05-LT Sidewalk Sta. 17+40-LT Sidewalk Sta. 18+00-LT Sidewalk Split A Sta. 2+50-LT Sidewalk Split A Sta, 5+00-LT Sidewalk Split A Sta, 7+50-LT Sidewalk Split A Sta. 10+00-LT Sidewalk Split A Sta. 12+25-LT Sidewalk Split A Sta. 14+50-LT Sidewalk Split B Sta. 2+35-LT Sidewalk Split B Sta. 5+00-LT Sidewalk Split B Sta. 8+75-LT Sidewalk Split B Sta. 9+75-LT Sidewalk Sta. 51 +50-LT Sidewalk Sta. 544-00-LT Sidewalk Sta. 58+50-LT Sidewalk Sta. 60+00-LT Sidewalk Sta. 36+25-LT Sidewalk Split B Sta. 1 1+25-LT Sidewalk SpIitB Sta. 14+00-LT Sidewalk Split B Sta. 52+00-LT Sidewalk Split B Sta. 57+00-LT Sidewalk Split B Sta. 59+90-LT Sidewalk Sta. 60+50-LT Sidewalk Sta. 52+50-Driveway Sta. 52+50-Driveway Sta. 61+23-LT Sidewalk Sta. 61+60-LT Sidewalk Sta. 62+75-LT Sidewalk Split A Sta. 14+10-Median Sidewalk Split A Sta. 12+50-Median Sidewalk Split A Sta. 10+50-Median Sidewalk Split A Sta. 8+50-Median Sidewalk Split A Sta. 6+50-Median Sidewalk Split A Sta. 4+40-Median Sidewalk Split A Sta. 3+25-Median Sidewalk $<iitfe^ FSG FSG FSG FSG FSG FSG FSG FSG FSG FSG FSG FSG FSG FSG FSG FSG FSG FSG FSG FSG FSG FSG FSG FSG FSG FSG FSG FSG FSG FSG FSG FSG FSG FSG FSG FSG FSG FSG FSG FSG .0gr .. UttriUr,*'>**:ii 110.2 115.2 113.7 111.5 108.9 112.5 109.0 108.7 118.0 109.4 110.6 109.2 109.0 112.5 108.7 108.7 109.0 108.8 110.2 112.8 108.8 110.0 109.0 110.9 112.1 114.4 111.7 110.0 125.8 123.7 110.2 117.8 110.7 109.8 108.9 109.4 111.7 113.5 114.7 111.0 Moist T-Cwfcvl^&rk- 9.8 10.0 9.8 10.0 12.5 9.0 10.9 10.8 11.0 11.0 9.6 13.2 11.0 12.0 9.8 9.5 9.4 9.8 10.7 9.7 9.7 12.9 10.1 9.7 10.0 9.5 9.7 9.9 9.4 9.8 9.8 9.9 12.6 13.7 9.8 10.2 10.3 9.3 9.8 9.5 „,«*!. ' Comp ; 91 95 94 92 90 93 90 90 98 90 91 90 90 93 90 90 90 90 91 93 90 91 90 92 93 95 92 91 95 94 91 97 91 91 90 90 92 94 95 92 s * Sample*.!*£;iiiiiiiiiiiiiiiiiiiiiiiiiii 13 13 13 1 1 1 1 1 1 1 1 1 1 jfce***t«di-, v% ^ < •1 •* Notes: CL = centerline; LT = left; RT = right; SG = subgrade; AC = asphalt concrete; FSG = Finished subgrade; FBG = Finished base grade 51-410002-011/5110M186.doc Copyright 2001 Kleinfelder, Inc. Page 20 of 20 January 4, 2001