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HomeMy WebLinkAboutCT 74-21; Carlsbad Oaks Business Center Lots 1-22; Soils Report; 1986-11-17,:/I&- elLfE= c-l-34q ‘- r -~ - - - - - - - - - - November 17, 1986 SAN DIEGO GEOTECHNICAL CONSULTANTS, INC. SOIL ENGINEERING a ENGINEERING GEOLOGY Kaiser Development Job No. 30012-10 2121 Palomar Airport Road Log No. 6-6563 Carlsbad, California 92008 Attention: Mr. Nark McGowan SUBJECT: AS-GRADED GEOTECHNICAL REPORT Carlsbad Oaks Business Center Carlsbad Tract 74-21, Lots 1 through 22 Carlsbad, California Gentlemen: Submitted herewith is the report of observation and tests performed during preparation of existing ground, excavation of on-site materials, placement and compaction of fill at the western half of the site, including Lots 1 through 22, from October 24, 1985 to July 30, 1986. The grading contractor on this project was Chilcote, Inc. 1.0 SCOPE OF WORK In-grading geotechnical services consisted of the following items: 1.1 Testing and observation of fill placement; 1.2 Laboratory testing to evaluate relative compaction; 1.3 Geologic mapping and review of in-grading construction slopes, finish grade slopes, canyon cleanouts and keyways; 1.4 Engineering and geologic analysis of laboratory and field data; ENGINEERING DEPT. LIBRARV City Of Carl&d 2075 Las Palmas Drive Carkbad CA92009-485g 6455 NANCY RIDGE DRIVE l SUITE 200 l SAN DIEGO, CALIFORNIA 92121 l (619) 567-0250 - - - - - - - - - - - - - - - - - - Kaiser Development November 17, 1986 Job No. 30012-10 Log No. 6-6563 Page 2 1.5 Preparation of this report. 2.0 GRADING OPERATION Site grading was performed for the entire Carlsbad Oaks site during one mass grading operation. This report only encompasses the western portion (Lots 1 through 22) of the site. At the time of this report, finish grading was not complete in the eastern portion of the site, specifically Lot 26. Grading began in the central canyon area, with the removal and recompaction of alluvial soils. A de-silting basin was constructed down stream of the main canyon. Secondary canyons were then cleaned out of alluvial soils. Subdrain systems were installed in all canyons after the alluvial soils were removed. The major cut areas of the site are the two broad ridge areas, with the deepest cuts on the south side of the .sLte. The majority of the cut materials were placed in the large fills associated with the central canyon. Cemented beds of shell fragments and sandstone were encountered in the cut areas. The grading contractor elected to excavate areas with cemented zones utilizing a side cutting "Holland Loader" excavater. The remainder of the grading utilized scrapers and normal support equipment. 3.0 GEOLOGIC SETTING The geologic unit exposed during grading consisted of the Tertiary Age Santiago Formation. As-graded geologic conditions are shown on the attached As-Graded Geotechnical Maps. - - - - - - - - - Kaiser Development November 17. 1986 Job No. 30012-10 Log No. 6-6563 Page 3 3.1 Santiago Formation (Map Symbol Tsa) The Tertiary Age Santiago Formation underlies the entire site. It consisted oE siltstone, claystone and intercalated silty sandstone. Relatively continuous zones of cemented sandstone were also present. These cemented zones were usually less than 2-feet thick and occassionally -were composed predominRntly of calcium carbonate shell fragments. The sandstone was generally massive with occasional fractures. The siltstones and claystones were generally very stiff to hard, locally cemented and moderately fractured. 3.2 Alluvium (Map Symbol Qal) Alluvial deposits consisting of soft sandy clays and clayey sands were present in the canyon bottoms and ranged in thickness from 5 to 20 feet. Alluvial deposits were removed to expose firm bedrock materials. Groundwater seepage was encountered in the central canyon, from the bedrock and perched in the alluvium. All alluvial cleanouts were reviewed by our geologist. 3.3 Col.l.uvium Colluvial deposits consisting of soft silty clays were present on some of the steeper slopes and ranged in thickness from 3 to 15 feet, Colluvial deposits were removed to firm bedrock materials prior to fill placement. - - - - Kaiser Development November 17, 1986 Job No. 30012-10 Log No. 6-6563 Page 4 3.4 Uncompacted Fill Small amounts of uncompacted fill were present on-site prior to grading. There was a fill in the main canyon related to an unpaved road and some piles of fill/refuse on top of the ridges. The uncompacted fills ranged in depth from 0 to 20 feet and were fully removed prior to any additional compacted fill placement. Unsuitable materials were hauled Erom the site. 3.5 Geologic Structure Sedimentary bedding trends suggested a gentle northerly horizontal dip, although the undulating and discontinuous nature of the bedding produced locally steeper dips. The 1ithoiogi.c contacts between the sandstones and claystones were generally conformable and unremolded. Several faults were mapped on-site (see As-Graded Geotechnical Maps). The faults trend approximately north to northwest and generally were dipping 60 to 80 degrees. No evidence was found which would suggest that these faults are active. There was no topographic expression related to the faults and they did not appear to offset Quarternary or surficial deposits. 4.0 PREPARATION OF THE NATURAL GROUND The site was cleared of surface obstructions and stripped of vegetatton. All topsoil, alluvium, existing uncompacted fill and soft soils were removed to firm natural ground. Prior to placing fill, the exposed subgrade soils were - - - - - - - - - - - - - - Kaiser Development November 17, 1986 Job No. 30012-10 Log No. 6-6563 Page 5 moisture conditioned, scarified to a depth of 6 to a-inches, and compacted to at least 90 percent relative compaction. The natural ground is considered suitable for the support of the fill placed at the site. 5.0 SOIL TYPES The various materials used as fill are tabulated in Table 11, "Laboratory Test Results". All fill materials were derived from on-site or immediately adjacent sources, except for a small amount (less than 10.000 cubic yards) of imported fill. This import fill was placed in the area of El Fuerte Street. 6.0 FILL PLACEMENT Fill soils were placed in 6 to 8-inch lifts, brought to approximate optimum moisture content and compacted to a minimum of 90 percent of the maximum density as determined by ASTM: D1557-78 (Five Layer Method). The equipment used for compaction consisted of a self-propelled rubber-tired compacter, sheeps foot rollers, and other heavy earthmoving equipment. Grading operations were started and completed to rough grade during the period covered by this report. Density tests were made in accordance with ASTM; D1556-64 (Sand-Cone Method), ASTM: D2937-71 (Drive-Cylinder Method) and ASTM: D2922-81 (Nuclear Method). The results of those tests are tabulated in Table 1 "Results of Compaction Tests". Results of the maximum density and optimum moisture content determinations of the various soils encountered are tabulated in Table II, "Laboratory Test Results". - - - - - - Kaiser Development November 17, 1986 Job No. 30012-10 Log No. 6-6563 Page 6 Oversize pieces of cemented sandstone were generated during grading. Rocks that could be broken down to approximately 12-inches or less were placed with the normal filling and compaction procedures. Oversize rocks from 12-inches to approximately 48-inches were placed in windows or individually and the void a~reas around the rocks flooded with select on-site granular material. - -. - - - - .- - - -- The distance between the windows and between individually placed rocks was a minimum of 15 feet, and the oversize rocks were not placed within 15 feet (horizontally) of a slope face or 10 feet (vertically) of finish grade. 7.0 CUT/FILL TRANSITIONS Transitions from cut to fill were not overexcavated in building pad areas. The approximate locations of the as-graded cut/fill transitions are shown on the As-Graded Geotechnical Maps. 8.0 FILL SLOPES Slopes were constructed in accordance with the project plans and specifications to an approximate 130-foot maximum height at a slope ratio of 2:l (horizontal:vertical) or flatter. 9.0 CUT SLOPES All cut slopes were mapped during grading by our Engineering Geologist to see if adverse geologic conditions were present. No geotechnical conditions were observed that would affect the gross stability of the slopes. Cut slopes were graded at a slope ratio of 2:l (horizontal:vertical) or flatter with a maximum height of approximately 45 feet. - - - - .- - - - - - - - - - - - Kaiser Development November 17, 1986 10.0 STABILIZATION FILLS No stabilisation fills were constructed. 11.0 SUBDRAINS Job No. 30012-10 Log No. 6-6563 Page 7 Subdrains were placed in major and secondary canyon drainages after removals were completed. The drains corlsisted of perforated 6" diameter PVC pipe encased in "Class II" type filter rock material. Approximate subdrain locations are shown on the As-Graded Geotechnical Maps. 12.0 NATURAL AND OFF-SITE SLOPES Natural slopes exist along the northern edge of the site. These natural slopes are considerd grossly stable in their present condition, 13.0 EXPANSION TESTS No expansion testing was performed. 14.0 SULFATE TESTS No sulfate tests were performed. - - - - - - - - - ,- - - i Kaiser Development November 17, 1986 15.0 CONCLUSIONS AND RECOMMENDATIONS 15.1 Compaction Job No. 30012-10 Log No. 6-6563 Page 8 All grading and compaction was performed in general accordance with San Diego Geotechnical Consultants recommendations, and the requirements of the City of Carlsbad. 15.2 General The subject site was graded to produce "sheet graded" lots and improved streets. No selective or remedial grading was performed to shift cut/fill transitions, cap expansive soils or remove cemented sandstones near finish grades. 15.2.1 Cut/Fill Transition As stated earlier, none of the transitions from cut to fill within the building pads were overexcavated during grading. Any proposed buildings that straddle this transition should have the cut portion of the building, and to five feet beyond, over- excavated and replaced with compacted fill. The depth of overexcavation should be determined by the soils engineer. 15.2.2 Expansive Soils No expansion testing of on-site soils was performed as part of our testing and observation services. Because of the highly - - - - - - - - - - - Kaiser Development November 17. 1986 15.2.3 Job No. 30012-10 Log No. 6-6563 Page 9 variable nature of the on-site soils, we recommend that expansion testing be performed for specific proposed building locations. Appropriate foundation recommendations should be given at that time. Cemented Sandstone Cemented sandstone, within the cut portions of the site, was not overexcavated during grading. During utility and foundation excavation these cemented layers may be encountered, and could be difficult to excavate with normal trenching equipment. 15.3 Foundation Investigations We recommend that a site specific foundation investigation be performed, by a soils engineer, for each lot (or lots) that are planned for building construction. These foundation investigations should include expansion testing, recl,lnjnendations for overexcavation of cut/fill transitions and specific foundation recommendations. 15.4 Trench Backfill Trench backfill should be placed by mechanical compaction to a minimum of 90 percent of the laboratory maximum density. ,- ,,- - - - - - - - Raiser Development November 17, 1986 Job No. 30012-10 Log No. 6-6563 Page 10 15.5 Drainage To enhance future site perfoc~nance, it is recommended that all pad drainage should be collected and directed away from proposed structures to disposal areas. For soil areas, we recommend that a minimum of two percent gradient be maintained. 15.6 Slopes In order to enhance the performance of slopes, these areas should be landscaped at the completion of grading. Plants should consist of deep-rooted varieties requiring little watering. We recommend that a landscape architect be consulted regarding actual types of plants and planting configuration. The irrigation system should be anchored on the slope face; not placed in excavated trenches. To retard the weathering near the slope face, irrigation should be planned to achieve uniform moisture conditions. If automatic timing devices are utilized in conjuction with irrigation systems, provisions should be made for interrupting normal watering during and following periods of rainfall. Maintenance personnel should be made aware that improper slope maintenance, altering site drainage, overwatering and burrowing animals can be deterimental to slope stability. Until landscaping is fully established, plastic sheeting should be available in order to protect the slopes from periods of prolonged and/or heavy rainfall. -- -- - - - - - - - - - - Kaiser Development November 17. 1986 15.7 Subsequent Grading Operations Job No. 30012-10 Log No. 6-6563 Page 11 Prior to the commencement of additional grading operations on-site, including backfilling of trenches and retaining walls, the Soils Engineer should be notified at least two working days in advance in order to schedule appropriate observation and testing services as needed. 16.0 SUMMARY Our description of grading operations, as well as observations and testing services herein, have been limited to those grading operations performed between October 24, 1985 and July 30, 1986. The conclusions and recom- mendations contained herein have been based upon our observations and testing as noted. No representations are made as to the quality or extent of materials not observed. Based upon our observations and testing, it is our opinion, as aforementioned, that the work performed has been accomplished in accordance with the job specifications as well as the requirements of the regulating agencies. This report should be considered subject to review by the controlling authorities. - ..- .- .- - - - - - Kaiser Development November 17, 1986 Job No. 30012-10 Log No. 6-6563 Page 12 The opportunity to be of service is appreciated. If you have any questions, please call. Very truly yours, SAN DIEGO GEOTECHNICAL CONSULTANTS, INC. Kenneth W. Shaw C.E.G Expiration Date: Senior Geologist Mr, R C E 28110 ?la\Egpiration Date: 3-3'1-90' Charles R. Clark Staff Geologist CC/KS/MJM/pb Distribution: (6) Addressee Attachments: Tables I and II As-Graded Geotechnical Maps, Plates 1 through 4 - - - - - - - - - - - - The following table of density tests includes tests for the entire Carlsbad Oaks site. The scope of this report is limited to grading in the western half of the site. The attached As-Graded Maps indicate the locations oE the appropriate density tests within the subject 1 through 22 lots. - - .~. -- - .- - - - - - - - - - - - - - JOE NO. : 30012 TEST NO DFITE TEST TYPE ELEV. MOISTURE CONTENT 1 10/25/85 S 354 2 lo/es/a5 S 355 3 10/2s/es S 358 4 10/28/85 N 353 5 10/28/85 N 357 6 10/28/s N 360 7 10/2B/BEi N 359 8 10/20/85 N 363 9 10/29/85 N 360 10 1 O/29/85 N 361 11 10/29/85 N 363 12 10/29/85 N 365 13 10/29/85 N 361 14 10/29/M N 363 15 lo/29185 N 367 16 10/29/85 N 368 17 lo/29/85 N 364 18 10/29/85 N 364 19 10/30/85 N 367 20 10/3u/as N 368 21 10/30/85 N 369 22 10/30/85 N 370 23 10/30/85 N 410 24 10/30/85 N 420 25 10/31/85 N 411 26 10/31/85 N 265 27 10/31/8S N 265 ea lo/31185 N 415 29 10/31/85 N 417 30 10/31/85 N 417 31 io/3i/a5 N 420 32 10/31/85 N 421 33 1 l/Oi/BS N 269. 34 11/01/85 N 271 35 11/01/85 N 417 36 ll/ol/a5 N 420 37 ii/al/as N 422 38 il/ol/as N 425 39 1l/ol/as N 427 40 1 l/01/85 S 424 41 11/01/85 S 427 42 11/01/65 S 430 43 1 l/01/85 N 430 44 11/01/85 N 431 4s 11/01/85 N 433 .’ 46 1 l/04/85 N 435 47 1 l/04/85 N 437 TfwLE I RESULTS OF COMPQCTION TESTS -10 NFIME: WISER DFITE: 11/17/86 DRY DENSITY RELQTIVE COMPRCTION SOIL TYPE 6.9 101.5 93 2 0 11.1 104.6 91 3 0 10.5 104.7 91 3 0 18.2 99.7 92 2 0 17.1 100.6 92 2 0 18.6 101.1 92 2 0 20.3 100.7 92 2 0 16.1 102.2 93 2 0 24.3 97.5 90 4 0 21.1 95.0 88 4 13 18.0 96.3 88 4 14 19.2 97.4 90 4 0 19.2 100.8 92 2 0 17.4 99.6 91 2 0 19.1 102.4 94 2 0 18.1 101.4 92 2 0 11.3 94.9 67 2 18 17.2 101.4 93 2 0 la. 8 102.4 94 2 0 22. 1 97.7 90 4 0 20.2 95.0 68 4 22 14.9 97.8 90 4 0 1s. 9 97.3 90 4 0 16.4 106.2 90 1 0 21.0 99.6 91 2 0 21.2 102.4 94 2 0 21.9 101.7 93 2 0 15.3 102.9 90 3 0 12.6 103.8 90 3 0 14.3 105.9 92 3 0 16. 1 103.9 90 3 0 11.7 100.1 91 2 0 21.6 99.4 91 2 0 19.2 101.1 92 2 0 19.1 106.1 92 3 0 9.3 107.0 93 3 0 10.0 107.1 93 3 0 13.2 103.0 90 3 0 12.9 106.7 92 6 0 19.0 108.0 92 6 0 17.6 105. a 92 3 0 12.9 117.4 100 6 0 12.3 113.4 96 6 0 12.5 111.2 95 6 0 13.2 113.2 96 6 0 12.8 112.1 95 6 0 13.6 100.5 92 2 0 RETEST TWLE I RESULTS OF COMPFICTION TESTS SOB NO. : 30012 TEST NO 48 - 49 50 51 52 53 54 - 55 56 57 58 - 59 60 61 - 62 63 64 - 65 66 67 68 - 69 70 71 - 72 73 74 75 - 76 77 78 - 79 80 81 - 82 83 84 85 - 86 a7 88 - 89 90 91 92 ,- 93 94 - -10 NRME: KFlISER DFlTE : 11117186 DRTE TEST ELEV. MOISTURE DRY RELQTIVE SOIL TYPE CONTENT DENS I TY COMPQCTION TYPE RETEST 11/04/86 N 439 12.6 100.3 92 2 0 11/04/86 N 267 12.3 101.5 93 2 0 11/04/85 N 269.0 12.2 102.9 94 2 0 11/04/85 N 440.0 14.1 102.7 94 2 0 1 l/04/86 S 439 13.6 108.5 92 6 0 1 l/04/86 s 441 14.2 111.1 95 6 0 11/04/85 N 269.0 17.5 97.7 90 4 0 11/04/85 N 391.0 17.9 96.7 89 4 56 11/05/85 S 391.0 17.6 lOB.8 95 3 0 11/05/85 N 276.0 15.0 102.2 93 2 0 1 l/05/85 N 397.0 15.0 101.3 92 2 0 11/05/85 N 400.0 13.8 102.7 94 2 0 11/05/85 N 401.0 14.7 103.3 94 2 0 11/05/05 S 272.0 18.1 92.0 84 2 67 11/06/05 S 391.0 18.1 95.8 87 2 63 11/06/85 N 391.0 17.2 102.b 94 2 0 11/0ti/as S 278.0 17.2 105.4 92 3 0 1 l/06/85 S 405.0 17.0 111.4 93 5 0 11/06/85 N 280.0 17.5 109.2 95 3 0 11/06/85 N 272.0 15.8 108.1 94 3 0 11/06/85 N 394.0 15.1 98.6 90 2 0 ll/Ob/85 N 399.0 16.5 100.0 91 2 0 11/06/85 N 281.0 16.2 98.1 90 2 0 11/07/m N 284.0 23.3 97.4 90 4 0 11/07/85 N 282.0 22.1 97.9 90 4 0 11/07/85 N 28S.O 15.8 97.9 90 4 0 11/07/85 N 396.0 14.2 101.2 92 2 0 1 l/07/85 N 397.0 13.0 99.2 91 2 0 1 l/07/85 N 396.0 11.2 104.0 95 2 0 1 l/07/85 S 287.0 14.2 107.3 93 3 0 1 l/07/85 S 288.0 14.9 110.0 96 3 0 1 l/07/85 N 290.0 11.1 103.2 94 2 0 1 l/08/85 N 398.0 19.6 96.5 83 4 81 11/08/85 N 399.0 10.6 97.0 90 4 0 11/08/85 N 290.0 12.0 106.6 93 3 0 1 l/08/85 S 292.0 11.1 111.9 95 6 0 li/O8/85 N 293.0 12.9 104.3 91 3 0 11/08/85 N 294.0 14.7 100.7 92 2 0 11/08/85 N 406.0 17.4 103.7 95 2 0 11/08/85 N 407.0 15.7 102.9 94 2 0 11/08/8S N 403.0 17.6 102.0 93 2 0 11/08/85 S 406.0 15.6 107.8 94 3 0 11/08/85 S 408.0 14.2 103.6 90 3 0 11/13/85 N 430.0 24.3 97.4 90 4 0 11/13/05 N 430.0 19.6 102.2 93 2 0 11/13/85 N 361.0 16.6 101.7 93 2 0 11/13/85 N 363.0 16.3 100.3 92 2 0 - - - - - .- - - .- - - - - ,- - JO6 NO. : 30012 -10 NCIME: KFIISER DFITE: 11/17/86 TEST NO DRTE 9s 11/13/85 96 1 l/14/85 37 11/14/85 96 11/14/85 99 11/14/85 100 11/14/85 101 11/14/05 102 11/14/m 103 11/14/M 104 11/14/85 105 11/14/85 106 11/14/85 107 11/14/85 108 11/14/85 109 1 l/15/85 110 ll/l=i/85 111 11/15/85 112 11/15/85 113 1 l/15/85 114 11/15/85 115 1 l/15/85 116 11/15/85 117 11/15/85 118 11/16/85 119 1 l/16/85 120 11/16/85 121 1 l/16/85 122 11/16/85 123 11/16/85 124 11/18/85 125 11/18/85 126 llf 18/85 127 11/18/85 128 11/18/85 129 11/18/85 130 11/18/85 131 1 l/1.3/89 132 11/18/85 133 11/18/85 134 11/18/85 139 11/19/85 136 11/19/85 137 11/19/85 138 11/19/8J 139 11/19/85 ,140 11/19/85 141 11/19/65 TFIBLE I RESULTS OF COMPFlCTION TESTS TEST ELEV. MOISTURE DRY RELRTIVE SOIL TYPE CONTENT DENSITY COMPFlCTION TYPE N 363.0 22.2 N 410.0 20.3 N 411.0 17.8 N 413.0 16.7 N 415.0 19.3 N 418.0 25. 1 N 420.0 23.7 s 422.0 21.2 s 433.0 16.9 s 444.0 13.6 S 421.0 22.0 S 427.0 17.0 R 429.0 12.4 R 428.0 11.4 S 253.0 18.7 S 416 15.6 S 256.0 21.2 S 421.0 15.6 R 254.0 17.6 S 421.0 16.2 S 254.0 14.6 R 254.0 13.6 S 436.0 17.6 S 252 14.2 R 262 16.3 S 43s 11.7 S 417 12.3 R 434 14.2 R 295 15.6 R 297 26.6 S 427 14.2 S 429 13.6 S 430 12.3 R 238 21.2 S 237 21.9 S 266 21.9 R 297 15.3 R 298 16.3 R 300 17.6 R 302 16.6 R 304 22.7 R 306 19. a R 256 19.0 R 308 25.0 R 308 17.6 S 252 17.6 R 252 14.3 97.4 90 4 0 33. a 91 2 0 99.2 91 2 0 105.9 98 4 0 99.7 91 2 0 98.6 90 2 0 97.4 90 4 0 100.0 91 2 0 105.5 92 3 0 103.6 90 3 0 91.1 79 3 112 104.4 95 2 0 96.7 89 4 108 101.4 93 4 0 93.8 86 4 ‘1 13 106.5 93 3 0 96.7 89 4 137 92.3 85 4 114 92.8 86 4 115 104.8 91 3 0 97.2 09 2 116 100.5 87 3 118 101.5 93 2 0 104.6 95 2 0 100.3 91 2 0 103.3 90 3 0 109.3 93 6 0 106.0 92 3 0 103.2 90 3 0 94.4 87 4 131 111.6 93 5 0 111.5 93 5 0 110.2 32 5 0 99.2 86 3 132 108.0 94 3 0 103. cl 90 3 0 104.0 90 3 0 104.7 91 3 0 39.8 91 2 0 39.7 91 2 0 96.6 91 4 0 98.7 91 4 0 103.9 95 2 0 95.2 88 4 139 98.3 91 4 0 111.4 97 3 0 111.5 97 3 0 RETEST - - - - - - - - - - - - .- - - JOE NO. : 30012 TEST NO DRTE TEST TYPE ELEV. MOISTURE CONTENT DRY DENSITY RELRTIVE COMPKTION SOIL TYPE RETEST 142 11/19/85 R 310 16.3 98.9 90 2 0 143 11/19/85 R 310 12.4 104.4 91 2 0 144 li/20/85 R 312 19. a 95.6 88 4 148 145 11/2:0/85 R 314 20.8 98. 1 90 4 0 146 11/20/05 R 254 15.6 109.2 95 3 0 147 11/20/85 R 310 17.6 97.3 90 4 0 148 1 l/20/85 R 312 13.6 104.2 91 3 0 149 11/20/.35 R 315 22.3 99.5 92 4 0 150 11/20/85 S 317 19.7 101.0 32 2 0 151 11/20/85 R 318 12.3 100.7 92 2 0 152 11/20/85 R 319 15.6 101.8 93 2 0 153 11/20/85 R 321 19.0 101.1 32 2 0 154 11/2ofa5 R 322 19.8 100.2 91 2 0 155 11/20/85 R 318 17.6 98. 1 90 2 0 156 llf’Of85 L R 320 18.3 100.4 32 2 0 157 11/20/85 R 319 17.6 104.0 90 3 0 isa 11/21/85 R 322 19.4 104.5 91 3 0 159 iif21fas R 314 19.0 103.4 35 4 0 160 11/21/85 R 323 20. 1 103.6 95 4 0 161 11/21/85 R 320 17.6 106.5 93 3 0 162 11/21/85 R 323 19.0 100.3 32 4 0 163 11/21/85 R 324 20.5 103.4 94 2 0 164 1 l/21/85 R 326 18.3 103.8 95 2 0 165 11/21/85 S 325 11.1 109.8 93 6 0 166 11/21/85 S 324 21.2 100.2 92 4 0 167 11/21/85 R 2S6 13.6 113.0 96 6 0 168 11/21/85 s 254 14.9 113.1 96 6 0 169 11/21/85 R 323 18.3 103.0 94 2 0 170 11/21/85 R 324 16.2 102.7 94 2 0 171 11/21/85 R 326 15.6 105.0 91 3 0 172 11/21/85 R 316 16.9 105.4 92 3 0 173 11/21/85 R 268 21.9 103.4 95 4 0 174 11/21/85 R 270 14.3 104.7 91 3 0 175 11/22/85 S 259 25.5 109.9 96 3 0 176 11/22/85 R 261 13.6 110.6 96 3 0 177 11/22/85 R 32.3 17.0 io1.0 92 2 0 178 11/22/85 R 330 20.5 101.4 33 2 0 179 iif22fas R 327 17.6 103.2 34 2 0 180 11/22/05 R 330 19.0 102.2 93 2 0 181 12/05/ 05 R 332 21.2 101.1 92 2 0 182 12/05/85 R 340 20. 1 102.1 93 2 0 183 12/05/ 85 R 334 17.0 103.6 91 8 0 184 12/05/05 R 334 21.6 100.6 92 2 0 185 12/E/85 R 335 18.0 103.3 91 8 0 186 12/05/89 R 335 17.0 102.9 91 9 0 187 12f OS/85 N 336 18.9 103.2 91 8 0 188 12/05/&i N 338 20. 1 100.3 92 2 0 TFlBLE I RESULTS OF COMPRCTION TESTS -10 NFIME: KRISER DRTE : 11/17/86 ,~- - - - - - - - .- - - - - - ,- JOE NO.: 30012 -10 NWlE: KFlISER DRTE: 11/17/86 ELEV. MOISTURE CONTENT TEST NO DFITE TEST TYPE DRY DENSITY RELRTIVE COMPQCTION SOIL TYPE RETEST 189 12fow85 N 339 18. 1 105.4 92 8 0 190 12/05/85 N 344 19.4 102.1 93 2 0 191 12/06/85 N 337 15.1 106.5 93 a 0 192 12/06/85 N 333 15.1 103.8 91 a 0 193 12/06/M N 340 17.7 101.4 73 2 0 194 12/06/85 N 341 18.2 100.4 92 2 0 19s 12/06/85 N 340 16.5 102.7 33 12 0 196 12/06/85 N 346 17.1 101.5 90 9 0 197 12/06/85 N 340 13.9 108.6 95 8 0 198 12/06/85 N 330 14.0 107.3 94 8 0 199 12:/06/as N 337 14.7 99.2 91 2 0 200 12/06/85 N 340 14.4 98.5 30 2 0 201 12/06/85 S 338 13.6 103.5 91 8 0 202 12/06/E N 340 13.3 106.6 94 8 0 203 12/06/85 N 343 13.5 107.2 94 8 0 204 12/06/85 N 342 15.1 106.3 93 8 0 205 12/06/85 N 344 15.6 100.4 90 12 0 206 12/09/&i N 345 14.8 104.6 92 8 0 207 12/09/85 N 348 16.7 105.4 90 6 0 208 12/09/M N 345 16.9 103.1 90 8 0 209 i2fo9/85 N 346 15.2 103.3 91 0 0 210 12/07/85 N 345 18.1 105.2 72 8 0 211 12/09/85 N 272 17.9 106.3 93 8 0 212 12/09/85 N 275 17.9 106.3 33 8 0 213 12/09/85 N 275 16.4 105.5 93 8 0 214 12/09/85 S 348 19.5 102.5 90 8 0 215 12/09/85 N 349 21.0 101.8 90 9 0 216 12/10/85 N 352 17.2 104.9 32 0 0 217 12/10/85 R 3s3 16.6 106.4 93 8 0 218 12/10/05 N 354 16.9 104.8 32 8 0 219 i2/09/85 S 280 19.0 36.6 83 4 221 220 12/09/05 N 283 17.9 103.0 90 a 0 221 12/09/85 N 2.30 18.3 104.5 93 9 0 222 12/10/85 N 355 21.1 104.0 91 8 0 223 i2/10/85 N 356 22.0 102.0 93 2 0 224 12/10/85 N 354 16.5 102.1 91 9 0 225 12/10/85 N 356 17.5 104.2 91 8 0 226 12/10/85 N 352 15.8 105.6 93 8 0 227 i2f iofa5 N 354 15.7 107.4 94 8 0 228 12/13/8!5 s 356 17.9 106.4 90 1 0 229 12/13/85 s 357 18.3 99.8 92 4 0 230 12/13/85 N 359 17.8 103.3 92 9 0 231 12/13/85 N 361 18.1 104.2 92 9 0 232 12/13/85 N 360 19.1 105.1 32 8 0 233 12/10/85 N 280 21.4 98.5 86 8 237 :=4 l2fiOf85 N 283 21.5 97.9 86 8 238 235 12/10/65 N 282 18.3 99.2 91 4 0 TF)BLE I RESULTS OF COMPRCTION TESTS - - - - .- - ,- - - .- - - - JOB NO. : 30012 1 7/86 TEST NO DQTE TEST TYPE ELEV. MOISTURE CONTENT DRY DENSITY RELRTIVE COMPWTION SOIL TYPE RETEST 236 12f 13/85 N 277 15.4 108.4 95 8 0 237 12/13/85 N 279 15.1 109.8 33 6 0 238 12/13/85 s 283 18.7 103.5 91 8 0 239 12/13/85 N 284 19.4 102.0 90 9 0 240 12/13/85 N 356 19.4 106.0 73 8 0 241 12/13/85 N 357 16.5 107.2 94 8 0 242 12/13/85 N 358 19.7 100.8 92 2 0 243 12/13/85 N 360 17.8 105.9 93 8 0 244 12/ 13/85 N 361 19.2 106.7 94 8 0 245 12/13/85 s 358 19. 1 103.5 91 8 0 246 12/13/85 s 358 19.8 102.7 90 8 0 247 12/13/85 N 278 20. 5 100.7 92 2 0 248 12/13/85 N 279 21.2 100.0 91 2 0 249 12/13/W N 360 18.6 105.7 93 8 0 250 12/13/85 N 361 17.6 101.9 93 2 0 231 12/14/85 N 283 20.0 105.5 93 8 0 252 12/14/85 N 285 21.1 103.3 91 8 0 253 12/14/65 N 287 19.3 104.1 91 8 0 254 12/14/85 N 289 18.6 106.4 93 8 0 255 12/14/85 N 290 18.8 105.2 92 0 0 256 12/14/85 N 280 23.8 39.1 91 4 0 257 12/14/85 N 281 22.0 98.8 91 4 0 258 i2/i4fas N 283 21.5 99.5 91 2 0 259 12/16/85 N 274 20.5 96.8 85 8 260 260 12/16/85 N 274 15.0 103.1 90 8 0 261 12/16/85 N 285 16.0 104.3 91 8 0 262 12/16/85 N 289 16. 1 104.3 91 8 0 263 12/16/85 S 291 16.3 105.5 93 a 0 264 12/16/85 N 293 19.3 101.3 92 2 0 265 12/16/85 N 302 27.4 90.5 83 2 266 266 12/16/85 N 302 26.8 90.4 83 4 267 267 12f 16/85 N 302 27.0 91.4 84 4 315 268 12/16/85 N 303 24.4 100.4 88 8 263 269 12/16/85 N 30s 26.5 96.9 85 8 278 270 12/16/85 N 292 15.4 102.9 90 8 0 271 12/16/05 N 291 14.0 105.4 92 8 0 272 12/16/85 S 293 12.4 100.3 88 8 273 273 12/16/85 S 293 14.3 105.0 32 8 0 274 12f16f2.5 N 296 is. 9 105.8 90 6 0 275 12/16/85 N 279 16. 1 106.4 91 6 0 276 12/16/85 N 300 16.4 105.5 90 6 0 277 12/16/85 N 301 19.4 101.8 93 2 0 278 12f 16/85 N 300 20.2 99.5 92 4 0 279 12/17/85 R 232 12.7 105.1 92 8 0 280 12/17/85 N 294 15.8 106.6 91 6 0 281 12/17/85 N 297 15.0 106.0 90 6 0 282 12f17f2.S N 363 19.8 102.4 91 3 0 TRBLE I RESULTS OF COMPFICTION TESTS ,O NFIME: KRISER DFITE: ii/ _~ .- -.. - - - - - ,- ,- - - - - .- - JOB NO. : 30012 TEST NO DFITE 283 12f 17/85 284 12/17/85 285 i2f i7fa5 286 12/17/85 287 12/17/85 208 12/17/85 289 12/17/85 290 12/17/85 291 12/17/85 232 12/17/85 293 12/ 17/85 294 12/18/85 295 12/18/8S 236 12/18/85 297 12/18/85 298 12/10/85 299 i2f ia/05 300 12/18/85 301 12/18/85 302 12/18/85 304 12/1a/05 305 12f 18f85 306 12/18/85 307 12/18/85 308 i2/isfa5 309 12f lSf05 310 12/19/a5 311 12/13/85 312 12/19/M 313 12f 19f85 314 12/19/8S 315 12/19/85 316 12f 19/85 317 12/19/85 318 12/19/85 319 12/19/w 320 12/19/85 321 12/19/85 322 12/19/85 323 12/19/85 324 12/19/85 325 12/19/85 326 12/19/85 327 12f19f8.5 328 12/20/ a5 ,329 12/20/85 330 12/20/85 TRBLE I RESULTS OF COMPRCTION TESTS -10 NFIME: KFIISER TEST TYPE ELEV. MOISTURE RETEST CONTENT DRY DENS I TV RELFITIVE COMPWTION SOIL TYPE N 363 18. 1 100.4 90 12 0 N 364 19.7 99.8 90 12 0 N 364 19.7 101.3 31 12 0 N 365 16.2 105.3 92 0 0 N 365 21.3 99.3 83 12 289 S 366 19.4 102.7 90 8 0 S 366 19.6 101.8 30 9 0 S 365 20.6 102.3 30 8 0 S 366 14.2 109.3 93 6 0 s 366 16.2 105.5 90 6 0 S 365 15.4 108.1 32 6 0 S 366 12.3 108.2 92 6 0 S 367 13.6 105.4 90 6 0 s 366 16.0 108.7 93 6 0 S 367 15.7 107.6 94 8 0 S 367 16.2 103.6 31 8 0 s 368 14.8 108.3 92 6 0 S 370 14.9 105.0 92 8 0 S 372 13.6 105.7 90 6 0 N 371 15.5 103.7 92 9 0 N 370 14.8 103.6 90 0 0 N 371 15.1 105.5 92 8 0 N 373 13.3 93.4 32 4 0 N 374 21.8 36.2 84 8 310 N 376 22. 1 94.7 81 6 311 N 378 16. 1 103.7 92 9 0 N 374 15.9 105.0 92 8 0 N 376 13.0 110.3 34 6 0 N 378 21.3 103.3 91 8 0 N 379 21.6 102.4 73 2 0 N 382 18.0 102.6 94 2 0 N 303 16.0 102.5 90 8 0 N 302 16.8 100.3 89 3 332 N 379 18.2 101.3 90 9 0 N 380 20.7 104.9 92 8 0 N 377 16.0 107.8 92 6 0 N 376 18. 1 104.1 91 8 0 N 377 16.0 107.8 32 6 0 N 376 16.8 104.8 92 8 0 N 290 23.2 94.5 87 4 324 N 275 16.8 99.2 08 9 325 N 276 15.4 101.0 90 9 0 N 280 20. 1 99.9 91 2 0 N 2.37 18.9 104.4 32 8 0 N 289 19.6 104.8 92 8 0 N 291 20.0 102.8 91 9 0 N 202 17.6 93.6 91 2 0 DFITE : 1 l/17/86 .~~. - - - - - - - - - - - - - - - JOB NO. : 30012 TEST NO DF)TE 331 12/20/85 332 12/20/85 333 12/2o/ 85 334 12/20/8!3 335 12/20/85 336 12/20/85 337 12/20/85 338 i2/20/85 333 12/20/ 85 340 12/2O/85 341 12/2a/as 342 12/20/85 343 12/20/05 344 12/20/85 345 12/21/85 346 12/21/85 347 12/21/85 340 12/21/85 349 12/21/85 350 12/21/85 351 12/21/85 352 12/21/85 353 12/21/as 354 12/21/85 355 12/21/85 356 12/23/85 357 12/23/85 358 12/23/ 05 359 12/23/85 360 12/23/8=i 361 i2f23f as 362 12/23/85 363 i2f 23/as 364 12/23/ 85 365 12/23/85 366 12/23/85 367 12/23/85 368 12/23/ 85 369 12/23/85 370 12/23/85 371 i2f23fa5 372 12/23/89 373 12/23/85 374 12/24/85 37s 12/24/85 376 12/24/85 377 12/24/ 85 TFlELE I RESULTS OF COMPKTION TESTS -10 NFIME: WISER TEST TYPE ELEV. MOISTURE CONTENT DRY DENSITY RELRTIVE COMPQCTION SOIL TYPE RETEST s 303 18. 1 103.6 91 8 0 S 302 18.8 104.5 92 8 0 S 294 14.7 101.7 90 9 0 S 298 19.3 104.5 92 8 0 s 296 18. 1 103.6 31 8 0 S 300 14.4 101.2 90 3 0 S 308 15.3 103.1 90 8 0 N 23.3 10.4 100.6 89 3 347 N 298 19.8 94.7 84 9 352 N 298 21.6 92.2 89 9 351 N 302 21.6 92.8 82 9 351 S 305 15.9 104.5 92 8 0 N 306 15.1 104.1 91 8 Q N 286 17.3 104.5 92 8 0 N 300 21.0 99.8 08 8 358 N 285 18. 1 102.3 91 3 0 N 298 18.7 101.3 90 9 0 N 288 20.1 102.8 91 9 0 S 308 19.6 110.1 32 5 0 N 311 15.4 109.3 94 6 0 N 237 15.0 108.3 92 6 0 s 297 19.0 105.3 91 13 0 R 300 18.3 104.1 91 8 0 R 299 12.7 106.8 92 13 0 R 301 17.9 101.5 93 2 0 R 230 18. 1 102.2 91 3 0 R 300 14.3 98.7 88 9 360 R 302 19.3 102.6 91 9 0 N 301 13.1 106.4 92 13 0 N 300 18.2 101.2 90 9 0 N 238 17.2 102.0 90 9 0 N 307 14.9 36.8 86 9 364 N 292 21.2 101.9 90 9 0 N 307 16.8 104.3 90 13 0 N 293 17.9 103.0 90 8 0 N 302 12.7 110.8 36 13 0 N 303 16.0 102.2 91 9 0 N 294 19.8 101.9 93 2 0 N 296 12.9 110.5 95 13 0 N 288 17.7 100.7 92 2 0 N 290 21.6 101.3 92 2 0 S 297 13.6 103.3 91 8 0 N 292 13.9 106.3 92 13 0 N 295 14.8 107.5 93 13 0 N 297 13.0 108.5 94 13 0 N 295 17.1 106.0 93 8 0 N 298 17.2 105.3 92 8 0 DFITE: 11/17/86 TFlSLE I RESULTS OF COMPFICTION TESTS JOB NO. : 30012 -10 NFIME: KRISER DFITE : 11/17/86 TEST NO 378 - 373 380 381 - 382 383 384 - 385 386 387 388 - 389 390 391 - 332 393 394 - 3YS 396 397 398 - 399 400 401 - 402 403 404 405 .- 406 407 408 - 409 410 411 - 412 413 414 41s 416 417 41.3 419 420 421 422 ,- :423 424 DRTE TEST TYPE ELEV. MOISTURE DRY RELFITIVE SOIL DENSITY COMPFXTION TYPE RETEST CONTENT 12/24/65 N 299 18.2 104.1 91 8 cl 12/24/85 N 300 15.8 106.0 91 13 0 12/24/85 N 300 12.6 109.2 94 13 0 12/24/85 N 302 13. a 105.7 91 13 0 12/24/85 N 301 19.6 102.0 90 9 0 12/24/85 N 300 20.0 101.1 90 9 n 12/26/85 N 303 13.5 10s. 9 31 13 0 li?/26/85 N 304 14.7 103.2 91 9 0 12/26/85 s 306 15.3 105.3 91 13 I) 12/26/85 N 303 19.4 102. a 91 3 Cl 12/26/85 N 308 18.7 103.6 32 9 0 12/26/8S N 304 15.2 107.3 93 13 Cl 12/26/85 N 304 14.6 107.1 92 13 0 1Z/26/85 N 305 1s. 4 106.8 92 13 0 12/26/85 s 308 16.3 104.3 90 13 0 12/26/85 N 310 14.3 104.8 90 13 0 l2/26/85 s 303 16.3 101.9 90 9 0 12/26/8S N 302 12.9 110.6 95 13 0 12/26/85 N 30s 13.7 108.5 94 13 0 12/26/85 N 304 14.7 104.0 90 13 0 12/26/85 N 306 14.8 103.7 91 8 0 12/26/85 N 302 14.7 10s. 2 91 13 0 12/2waS N 304 15.8 103.7 89 13 409 12/26/8S R 312 14.2 109.3 94 13 0 12/26/8S R 307 12.9 101.9 87 6 408 12/26/85 N 303 19.5 103. a 91 8 0 12/26/85 N 314 19.0 102.8 90 a 0 12/26/85 N 384 14.0 102.8 91 9 0 12/26/85 N 38s 13.4 101.4 90 9 0 12/26/85 N 310 17.6 104.8 92 8 0 12/27/85 N 307 13. 1 106.3 90 6 0 l2:/27/85 N 304 14.6 107.5 93 13 0 12/27/85 N 306 14.4 10s. 3 91 13 0 12/27/85 N 30s 14.0 105.7 91 13 0 12/27/85 N 308 12.7 107.2 92 13 0 12127185 N 306 14.2 104.2 90 13 0 12/27/85 S 307 14.3 101.3 90 9 0 12/27/8s N 308 14.0 101.1 91 12 0 12127185 N 305 18.5 100.7 91 12 0 12/27/85 N 307 17.2 105.6 93 8 0 12/27/8S N 308 16.6 105.1 92 8 0 12/27/85 N 307 1s. 3 104.9 90 13 0 12/27/85 N 309 16.4 102.6 91 9 0 12/27/85 N 308 15.4 107.1 92 13 0 12/27/85 N 310 16.8 104. a 90 13 0 12/27/8S N 311 15.4 103.8 92 9 0 12/27/85 N 309 14.6 106.0 91 13 0 - - - - - ,- - - - - - - - - - JOB NO. : 30012 -10 NFIME: KFlISER ELEV. MOISTURE CONTENT TEST NO DRTE TEST TYPE DRY DENSITY RELfATIVE COMPQCTION SOIL TYPE RETEST 425 i2:/3o/as N 311 16.4 106. a 92 13 0 426 12/30/8S N 310 16. 1 102.8 91 9 0 427 12/30/M S 309 16.9 105. o 92 8 0 428 i2/30/85 S 308 17.6 103.0 90 8 0 429 i2/3o/as N 313 13.4 106.0 91 13 0 430 12/30/8S N 312 14.0 104.4 92 8 0 431 12/30/8S N 312 13.6 106.0 91 13 0 432 12/30/85 N 313 17.4 103.8 91 8 0 433 12/30/85 N 314 17.0 104.4 90 13 0 434 12/30/85 N 312 17.1 103.5 91 a 0 43s 12/30/85 S 313 12.4 103.6 88 6 436 436 12/30/85 N 313 12.8 101.4 90 9 0 437 12/30/8S N 315 12.2 102.6 a7 6 437 438 12/30/85 N 316 12.2 103.2 88 6 440 439 12/30/8S N 31S 13.4 104.3 90 13 0 440 i2/3o/as N 316 12.3 104.1 90 13 0 441 12/30/85 s 315 14.6 107.1 91 6 0 442 12/30/85 N 317 12.9 104.6 90 13 0 443 12/30/85 N 314 13.1 103.6 91 8 0 444 12/30/85 N 309 12.8 103.5 91 8 0 445 12/30/85 N 311 12.1 103.4 88 6 448 446 12/31/85 N 313 13.9 102.7 90 8 0 447 12/31/8!i N 311 14.8 101.6 89 8 449 448 12/31/8S N 313 13.8 10s. 9 91 13 0 449 12/31/85 N 312 14.7 104.4 90 13 0 450 12/31/8S N 43s 18.6 98.3 90 2 0 451 12/31/85 N 316 18.3 98. i 90 2 0 452 i2/31/8S N 319 26.1 95.9 88 2 459 453 i2/3i/as N 314 15.2 99.4 86 13 457 454 12/31/85 N 318 14.9 98.7 a5 13 462 45s 12/31/85 N 31s 19.0 97.8 89 2 463 456 12/31/8S N 314 18.0 99.8 86 13 457 457 12/31/85 N 314 16.3 104.6 90 13 0 458 12/31/8S N 316 16.4 102.7 90 8 0 459 12/31/85 N 319 15.9 103.8 91 8 0 460 12/31/85 N 435 16. 1 93.6 81 13 548 461 i2/3i/as N 43s 16.5 94.4 ai 13 490 462 12/31/8S N 318 16.5 102.1 90 8 0 463 12/31/85 S 31s 16.3 104.4 92 a 0 464 i2/3i/as N 424 11.7 104.6 90 13 0 465 12/31/8S N 423 11.0 100.2 93 13 0 466 12/31/85 N 432 12.7 106.7 92 13 0 467 12/31/85 N 433 13.5 105.6 91 13 0 468 12/31/85 N 432 19.8 101.3 92 2 0 469 12/31/85 N 427 18.4 104.2 92 9 0 470 12/31/85 S 310 15.3 104.7 90 13 0 471 12/31/85 N 322 17.6 99.1 88 9 472 TRELE I RESULTS OF COMPWTION TESTS DFITE : 11/17/86 ,~ - ,- - - - - - - - - - - - - JOB NO.: 30012 -10 NOME: KFlISER DIATE : 11/17/86 TEST NO DRTE TEST TYPE ELEV. MOISTURE CONTENT DRY DENSITY RELRTIVE COMPfXTION SOIL TYPE 472 12/31/85 N 321 15.5 101.0 90 9 473 12/31/85 N 326 21.5 101.6 a0 13 474 12/31/8S N 327 20.3 99.a 86 13 475 12/31/85 N 435 26.3 93.7 85 2 476 12/31/8S N 43s 26.5 93.1 86 4 477 12/31/85 S 326 17.6 103.5 92 9 478 ol/o2/86 S 320 16.9 105.6 91 13 479 O1/02/86 N 430 19.1 100.1 89 9 480 01/02/86 N 429 18.1 101.4 90 9 481 01/02/86 N 324 19.5 101.4 89 8 482 01/02/86 N 323 19.0 101.3 89 0 483 Ol/o2/86 N 323 17.1 loS.6 93 8 484 Ol/o2/86 N 324 19.6 104.8 92 8 48.5 01/02/86 N 308 16.5 105.6 91 13 486 ol/O2/86 N 325 17.4 100.6 89 3 487 01/02/86 N 324 18.3 97.1 86 9 488 ol/O2/86 N 310 21.2 101.2 92 2 489 01/02/86 N 312 20.7 100.2 91 2 490 01/02/86 N 435 18.9 98.0 89 2 491 Ol/o2/86 N 314 19.0 100.6 92 2 432 01/02/86 N 325 20.2 103.0 90 8 493 01/02/ac N 320 ia. 2 104.0 92 9 494 oi/o2/86 N 321 21.1 98.2 87 9 49s Ol/o2/86 N 325 21.2 98.9 88 9 496 01/02/86 N 324 19.8 100.8 92 2 497 Ql/Q2/86 s 323 14.3 102.5 88 13 498 oi/o2/86 N 326 17.6 103.2 91 8 499 01/02/86 N 306 16.9 109.6 94 13 500 oi/o2/86 N 325 22. a 98.3 90 2 so1 o1/02/86 N 324 23.0 97.1 89 2 so2 01/02/86 N 321 22.4 93.8 91 2 so3 01/02/86 N 327 21.9 97.0 89 2 so4 01/02/86 S 323 17.6 102.6 91 9 505 01/02/86 S 326 17.0 99.4 88 9 SO6 01/03/86 S 324 17.6 97.4 86 9 so7 Ol/o3/86 N 326 22.0 98.3 90 2 508 Ol/O3/86 N 324 17.5 100.1 89 9 so9 01/03/86 N 323 17.5 98.3 88 9 510 o1/03/86 N 320 15.1 104.6 90 13 911 Ol/o3/86 N 314 15.3 103.8 91 8 512 o1/03/86 N 304 21.8 101.1 92 2 513 01/03/86 N 305 21.1 102.3 93 2 514 01/03/86 N 328 2O.Y 102.2 93 2 Sl5 01/03/86 N 324 21.7 99.9 91 2 516 o1/03/86 N 304 24.9 90.1 82 2 ,517 01/03/86 N 324 22.0 96.6 88 2 sia Ol/o3/86 N 363 21.3 97.4 89 2 TFlRLE I RESULTS OF COMPFlCTION TESTS RETEST 0 474 477 476 556 0 0 480 0 484 483 0 cl 49; 496 0 0 532 0 0 0 502 498 0 so4 0 0 0 518 0 682 0 so7 509 0 510 515 0 0 0 0 0 0 522 519 524 _ - - - - - - - - - - - - - - .- - JOB NO. : 30012 TEST NO 519 520 521 522 523 524 52s 526 527 528 529 530 531 532 533 534 535 536 537 538 539 540 541 542 543 S44 545 546 947 548 549 550 551 552 556 557 558 559 560 561 562 563 564 565 DQTE TEST TYPE ELEV. MOISTURE DRY RELRTIVE SOIL DENSITY COMPRCTION TYPE RETEST CONTENT 01/03/86 N 324 20.3 98.9 90 2 0 01/03/86 N 302 20.8 95.4 87 2 521 01/03/86 N 303 29.8 89.8 82 2 533 01/03/86 N 304 29.1 89.3 81 2 529 01/03/86 N 430 17.1 101.5 90 9 0 01/03/86 N 324 18.2 104.6 93 9 0 01/03/86 S 318 17.6 104.8 93 9 0 oi /03/86 N 330 19.6 102.7 91 9 0 01/03/86 N 331 20.7 96.9 a8 2 534 01/03/86 N 332 22.4 96. S 88 2 53s 01/03/86 N 304 21.1 98.7 91 4 Cl 01/03/86 N 426 11.3 108.2 92 6 0 01/03/86 N 429 13. 1 108.8 93 6 0 01/03/86 N 435 2s. 2 91.5 84 4 555 01/03/86 S 302 18.3 102.7 91 9 0 01/03/86 N 331 14.4 104.2 90 13 0 01/03/86 N 332 1s. 4 103.2 91 8 0 Ql/O3/86 N 325 16;. 1 102.9 91 3 0 Ol/O3/86 N 31s 16.4 105.8 91 13 0 01/03/86 N 319 15.9 106.0 93 8 0 01/04/86 N 310 20.8 103.7 91 8 0 01/04/86 N 312 20. s 103.8 91 8 0 01/04/86 N 434 16. 1 104.6 92 8 0 01/04/86 N 43s 16.7 103.0 90 8 0 01/04/86 N 308 15.4 102.2 91 9 0 01/04/86 N 309 19.5 100.3 92 2 0 01/04/86 N 303 15.4 108.7 94 13 cl 01/04/ac N 304 15.4 107.0 92 13 0 01/06/86 S 311 17.6 106.3 93 8 0 01/06/86 N 434 15.9 102. s 90 8 0 Ol/Q6/86 N 307 20. 1 106.2 93 8 0 01/06/86 N 308 16.2 109.9 9s 13 0 01/06/86 N 332 18.3 9s. 4 85 9 566 01/06/86 N 434 12. s 99.9 88 8 554 01/06/86 N 43s 19.6 102. a 90 8 0 01/06/86 N 434 17.8 102.6 90 8 0 01/06/86 N 436 17.4 104.0 91 8 0 01/06/86 N 437 17.2 104.7 92 8 0 01/06/86 N 319 16.9 100.3 89 9 568 01/06/86 N 314 20.9 98.6 90 2 0 01/06/86 N 310 20.4 100.2 91 2 0 01/06/86 N 308 ia. 0 101.3 90 9 0 01/06/86 S 311 16.3 103.3 91 8 0 01/06/86 N 312 17.9 103.1 91 9 0 01/06/86 N 313 18.7 1QO.V 89 9 564 01/06/86 N 313 17.5 103.3 92 9 0 01/06/86 N 30s 18.0 103.5 91 8 0 TRBLE I RESULTS OF COMPFlCTION TESTS -10 NFIME: K?lISER - CRRLSBFID 0 DRTE: ii/17186 ,. - .- - ,.- .- .- .- - - - - .- - - JOB NO. : 30012 -10 NFlME : KQISER - CARLSBFID 0 DF)TE : 11/17/86 TEST NO DflTE 566 Ol/D6/86 567 01/06/86 568 Ol/o6/86 569 01/07/86 570 01/07/86 s71 o1/07/af, 572 01/07/86 573 C~l/C~7/86 574 Oi/o7/86 57S 01/07/86 576 01/07/86 577 01/07/86 578 01/07/86 579 01/07/86 S80 01/07/86 S81 01/07/86 582 01/07/86 583 01/07/86 584 01/07/86 S8S 01/07/86 586 01/07/86 587 01/07/06 588 01/07/86 589 01/07/86 590 Ol/o7/86 s91 Ql/o7/86 592 Ol/o7/86 593 01/07/86 594 01/07/86 59s 01/07/86 596 oi/oa/a6 597 01/08/86 598 01/08/86 s99 Ql/oa/86 600 01/08/86 601 01/08/86 602 01/08/86 603 Ol/Oa/86 604 Ol/o8/86 605 Ol/Oa/86 606 Oi/oa/a6 607 01/08/86 608 01/08/86 609 01/08/86 610 01/08/86 :611 01/08/86 612 Ol/Oa/86 T~=IBLE I RESULTS OF COMPFICTION TESTS TEST TYPE ELEV. MOISTURE CONTENT DRY DENSITY RELRTIVE COMPKTION SOIL TYPE RETEST N 332 19.6 103.1 91 9 0 N 317 19.3 103.3 92 9 0 N 319 17.9 104.8 92 8 0 N 332 14.7 105.5 91 13 0 N 318 15.6 104.3 90 13 0 N 318 20.4 98.3 90 2 0 N 320 21.6 97.4 89 2 576 N 325 16.6 103.5 91 8 0 N 319 17.3 103.1 90 8 0 S 320 17.6 104. Y 92 8 0 N 320 11.8 102.1 87 6 580 N 324 12.4 100.2 86 13 581 N 323 14.3 103.3 91 a r S N 334 14.8 103.4 91 8 0 N 320 16.6 102.8 90 a 0 N 324 17.0 102.6 90 8 cl N 33S la.5 102.3 90 8 0 N 321 18.7 107.1 94 a 0 N 323 la.5 106.8 94 8 0 N 313 20.7 97.7 89 2 592 N 312 20.4 99.2 88 9 593 N 314 19.7 9a.2 a7 9 588 N 315 20.1 96.8 85 8 594 S 320 17.6 105.8 93 8 0 S 316 16.3 109.3 96 8 0 N 319 16.6 106.8 94 8 0 N 314 16.0 104.5 92 8 0 N 316 17.1 105.4 92 8 0 N 316 18.0 103.4 91 8 ci N 324 16.8 104.3 91 8 0 N 326 17.3 105.2 92 8 0 N 334 16.4 106.1 91 13 0 N 328 16.9 105.8 91 13 0 N 322 17.9 104.6 92 8 0 N 325 16.6 106.9 94 8 0 N 323 26.4 92.6 85 4 602 N 323 24.3 94.4 87 4 608 N 324 21.6 98.5 91 4 0 N 330 21.6 101.0 92 2 0 N 328 21.4 100.9 92 2 0 N 336 19.7 100.0 91 2 0 N 337 20.0 99.1 90 2 0 N 328 20.4 95.1 88 4 609 N 327 20.7 92.9 86 4 610 N 329 19.8 102.7 90 8 0 N 327 18.1 104.3 92 9 0 N 329 17.6 101.9 90 9 0 - - - - - - - .- - - - - - - - JOB NO.: 30012 -10 NFIME: WISER - CFIRLSBQD 0 DRTE: 11/17/86 TEST NO 613 614 615 616 617 618 619 b20 ;g 623 b24 625 b2b 627 628 629 630 631 632 633 634 635 b36 637 638 639 640 641 642 643 644 645 646 647 648 649 650 651 652 653 654 655 656 657 658 659 DFITE TEST TYPE ELEV. MOISTURE DRY RELRTIVE SOIL DENS I TY COMPXTION TYPE RETEST CONTENT Ol/U8/86 N 330 20.1 103.4 91 8 0 01 joa/ N 330 19.3 102.9 90 8 0 01/08/86 N 331 la.4 102.2 91 9 Q oi/oa/a6 N 323 2'0.0 lQ2.2 91 9 0 Ol/O8/86 N 335 18.1 103.1 90 8 0 01/08/86 S 330 16.9 106.1 91 13 0 01/08/86 S 331 23.4 97.0 89 2 623 Ql/Q8/86 S 327 21.2 103.8 91 8 0 01/08/86 S 335 17.1 109.7 95 13 0 01 /OB/B6 S 320 21.1 101.3 90 9 0 01/08/86 S 331 14.9 101.6 9o 3 I3 o1/08/86 N 323 16.3 106.7 92 13 0 Ql/O9/86 N 331 18.8 105.1 92 a 0 O1/09/86 N 318 18.1 105.9 93 8 0 01/09/06 N 333 19.1 1QQ.B 89 9 628 01/09/86 N 333 18.5 102.3 91 9 0 oi/o9/86 N 328 12.6 103.7 89 13 63b 01/09/86 N 332 12.2 101.7 88 13 63.2 I.. Ol/o9/.96 N 308 11.2 105.1 91 13 0 Ol/Q9/86 N 332 13.5 105.6 91 13 0 01/09/86 N 332 1a.4 97.8 90 4 0 01/09/86 N 330 15.7 103.2 91 8 0 oi/Q9/86 N 340 14.9 103.7 90 14 0 Ol/o9/86 N 32a 17.0 106.1 91 13 0 Ql/Q9/86 N 335 16.2 106.0 91 13 0 01/09/ac N 333 20.4 99.5 91 2 0 Ol/Q9/06 N 334 11.1 103.6 90 14 0 01/09/8.6 S 337 17.3 110.4 95 13 0 01/09/ac N 333 19. B 100.3 92 2 0 01/09/86 S 334 21.2 104.0 91 8 0 oi/o9/86 N 337 14.3 103.8 90 14 0 01/09/06 s 330 17.b 105.3 91 13 Q 01/09/86 S 331 19.0 107.1 92 13 0 Ol/Q9/86 N 334 19.3 101.4 90 9 0 Q1/09/86 N 334 17.9 108.1 93 13 0 Q1/09/8b N 337 la.3 108.8 91 5 0 01/09/86 N 328 16.9 lob.5 92 13 0 01/09/86 S 326 15.3 105.6 92 14 0 ol/Q9/ab S 336 17.6 104.7 90 13 0 01 /Q9/86 N 330 17.1 107.9 93 13 0 Ol/lO/86 N 384 18.0 104.4 91 14 0 Ol/lO/06 N 336 17.6 103.7 91 a 0 01/10/86 N 334 16.9 106.4 92 13 0 01/10/86 N 337 17.2 106.9 33 14 0 Q1/10/86 S 340 17.0 106.8 93 14 0 Oi/lO/Bb N 338 17.6 104.0 92 8 0 01/10/86 N 340 18.1 105.1 92 .e 0 TFIBLE I RESULTS OF COMPRCTION TESTS ..-, -~ .- -~ - - - - - - - - - JOB NO.: 30012 -10 NFIME: MISER - WRLSRRD 0 DflTE: 11/17/86 TEST NO DRTE TEST ELEV. MOISTURE DRY RELRTIVE SOIL TYPE CONTENT DENS I TY COMPFlCTION TYPE 660 Q1/10/86 N 661 01/10/86 N 662 Q1/10/86 N SC3 01/10/8b N 664 01/10/86 N 665 01/10/86 N 666 Ol/lo/86 N 667 Qi/io/a6 N 668 01/iweb N 669 Ql/lo/86 N 670 Ql/lQ/86 N 671 01/10/86 N 672 01/10/86 N 673 01/1o/ac N 674 Ql/lo/86 N 675 01/1Q/B6 N 676 Q1/10/86 N b77 01/10/&b N 67.3 01/10/86 S 679 01/10/86 N 680 01/10/8b N 681 01/13/86 N 602 01/13/i% N 603 01/13/86 N 684 01/13/86 N b85 01/13/86 N b86 01/13/m N 687 01/13/8b N 688 01/13/86 N 689 01/13/86 N 690 Q1/13/06 N b92 01/13/&b N 693 Q1/13/06 N 694 01/13/86 S 635 Q1/13/86 N 696 01/13/86 N 697 01/13/8b N 698 01/13/ac N 699 Q1/13/86 N 700 oi/l3/ab N 701 Ql/l3/06 N 702 01/13/8b N 703 01/13/06 N 704 01/13/86 N 705 01/13/86 N ;706 01/13/86 N 707 01/13/m N TIWLE I RESULTS OF COMPKTION TESTS 342 335 318 319 311 314 31b 312 314 313 333 334 330 335 330 332 334 336 334 337 340 329 327 337 339 334 335 335 342 340 351 356 357 340 338 329 345 346 335 336 368 400 343 346 348 343 340 18.5 17.4 20.5 21.4 18.8 14.8 15.2 15.4 18.2 17.7 16.8 10.1 3.8 10.1 19.6 21.4 18.2 17.3 17.b 16.9 18.4 18.9 20.5 19.6 20.2 18.2 10.5 17.1 24.6 23.6 18.2 19.7 20.0 18.3 17.1 17.0 25.2 26.3 18.7 19.6 17.6 20.1 21.0 21.8 16.7 21.4 22.2 103.5 93 12 103.8 94 12 101.0 92 2 102. 1 93 2 103.2 91 6 104.0 90 14 106.3 92 13 1lQ.Q 9s 13 104.2 '31 14 109.5 94 13 107.9 93 13 112.2 94 5 110.7 94 6 107.8 95 8 lQl.3 '33 2 98.2 90 2 103.8 95 2 105. o 96 2 103.5 91 8 105.7 93 0 104.9 92 8 105.5 32 8 103.3 91 .e 105.9 93 8 105.4 92 8 100.5 95 8 108.3 9s a 107.9 93 13 102.2 93 2 101.1 92 2 101.9 90 9 102.5 Vi 9 102.1 91 9 105.0 92 0 104.3 91 8 102.8 90 0 99.8 91 2 99.1 TO 2 103.9 91 8 102.8 90 8 102.0 90 8 96.8 88 2 100.8 92 2 100.4 92 2 108.8 94 13 100.4 92 2 101.5 93 2 RETEST 0 0 0 0 0 0 Q 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Cl 0 0 0 0 0 0 0 0 n 0 , 0 0 0 0 (3 0 0 739 0 0 0 0 0 TClBLE I RESULTS OF COMPFICTION TESTS JOB NO. : 30012 -10 NFIME: WISER DFITE: 11/17/86 -~, TEST NO .- 708 709 710 711 - 712 713 714 - 715 716 717 718 .- 719 720 721 - 722 723 724 - 725 726 727 720 - 729 730 731 - 732 733 734 735 .- 736 737 738 .- 739 740 741 .- .- 742 743 745 746 747 748 749 750 751 752 .- 753 754 755 DFITE TEST TYPE ELEV. MOISTURE CONTENT DRY RELRTIVE SOlL DENS1 TY COMPWTION TYPE RETEST Ql/13/86 N 339 la. 6 106.6 94 8 0 Q1/14/86 N 330 17. a 104.5 92 8 0 01/14/86 N 333 17.4 104.5 92 a 0 01/14/86 N 335 19.4 102.3 90 8 0 01/14/86 N 343 18.8 102.4 TO 8 0 01/14/86 N 344 26.3 96.0 08 4 718 01/14/86 N 354 27.0 95.7 88 4 719 01/14/8b N 373 26. El 34.7 87 4 720 Q1/14/86 N 343 15.7 103.6 89 13 717 01/14/86 N 345 15.3 104.5 90 13 0 01/14/86 N 344 17. I 108.5 94 13 0 01/14/86 N 354 16.3 lO8.0 94 13 0 01/14/86 N 373 17.7 105.9 91 13 0 O1/14/8b N 353 16.8 100.5 89 9 1120 Q1/14/86 N 354 18.8 98.2 87 9 1121 Q1/14/86 s 335 15.4 109.2 94 13 0 Q1/14/86 S 330 17.4 110.5 95 13 0 01/14/86 N 328 16.0 104.6 92 8 0 01/14/86 N 341 13.8 107.4 93 14 0 01/14/86 N 338 17.6 100.9 92 2 0 01/14/.36 N 341 la. 3 102.8 91 9 0 01/14/86 S 34b 16.3 105.2 92 8 0 Q1/14/86 N 338 12.0 111.0 94 6 0 01/14/86 N 343 11.6 113.6 97 6 0 01/14/86 N 331 21.b 102.3 90 a 0 01/14/06 N 342 18.4 103.7 91 8 0 01/14/86 N 342 10.5 102.3 90 a 0 01/14/86 N 354 15.0 106.9 92 13 0 01/14/86 N 355 15.5 106.1 91 13 0 01/15/06 N 356 22.2 9s. 5 04 0 739 01/15/86 N 35s 17.7 104.9 92 8 0 01/15/86 N 400 ia. 4 104.9 92 0 0 Ol/lS/e6 N 391 17.7 105.3 92 8 0 Ol/iS/BC N 342 17.6 99.7 91 2 0 01/15/86 N 350 19.4 99.2 91 2 0 Q1/15/86 N 34s 17.2 106.9 94 8 0 01/15/86 N 343 17.6 105.6 93 8 0 01/15/86 N 346 17.6 101.9 91 15 0 Ol/lS/86 N 345 18.1 100.5 90 15 0 Ol/lWt36 N 350 10.9 102.4 90 8 0 01/15/86 N 352 19.4 102.2 90 8 0 01/15/86 N 354 14.7 108.4 93 13 0 01/15/86 N 350 15.0 107.1 92 13 0 01/15/06 S 345 17.0 114.8 96 5 0 Ol/lS/ab S 336 la.2 108.6 94 13 0 ol/ls/a6 S 342 18.4 95.6 88 4 755 01/18/86 S 342 21.2 107.9 9s 8 0 ,~ .~ .~~ .- ..- - - - - - - - - - - - JOB NO. : 30012 TEST NO DRTE TEST TYPE 756 ol/ie/eb N 757 01/18/86 N 758 oi~l8~8b N 759 01/15/86 N 760 O1/15/86 N 761 Q1/15/06 N 762 O1/15/86 N 763 01/15/86 N 764 01/15/86 N 765 01115/06 N 7bb Q1/16/86 S 767 Ql/l6/86 S 768 O1/16/8b S 769 01/16/86 S 770 Ql/lb/86 S 771 Q1/16/86 S 772 01/16/86 S 773 01/16/86 N 774 01/16/8b N 775 Q1/16/86 N 776 Ql/lb/86 N 777 al/lb/86 N 77.9 al/lb/86 N 779 01/16/86 N 780 01/16/86 N 781 01/16/06 N 782 Ol/lb/06 N 783 01/16/86 N 784 01/16/66 N 785 ol/l6/86 N 786 01/16/86 N 787 o1/16/86 N 788 01/16/86 N 789 01/16/06 N 790 01/16/86 N 791 Ol/lb/t36 N 791 01/13/86 N 792 01/16/86 N 793 01/16/86 N 734 Q1/16/86 S 795 01/16/86 N 796 01/16/86 N 797 O1/17/86 N 798 01/17/8b N 799 01/17/86 N : 000 01/17/86 N 801 01/17/86 S TFlBLE I RESULTS OF COMPWTION TESTS -10 NFIME: KRISER ELEV. MOISTURE 316 19.2 106.0 91 13 0 312 le. 8 107.8 95 B 0 315 17.2 106.9 92 13 0 336 21.0 100.1 90 15 0 328 22.0 99.3 91 2 0 33s 18.1 104.7 92 8 0 340 17.6 103.6 90 14 0 344 19.1 101.3 9Q 9 0 350 17.4 103.7 91 0 0 345 18. b 101.1 90 9 0 320 22.5 102.6 90 8 0 322 18.7 99.1 90 2 0 325 12.9 113.b 95 5 0 331 15. b 109.1 94 13 0 325 13.8 107.2 92 13 0 326 20. 1 108.2 95 8 0 331 15.5 105.4 91 13 0 350 14.8 103.4 TO 14 0 354 14.2 101.2 90 9 0 351 23 3 . 100.2 91 2 0 350 22.4 101.9 93 2 0 352 23. 1 101.9 93 2 0 357 le. 9 101.3 90 9 0 356 18.6 102.4 90 8 0 357 17.6 103.7 91 8 0 382 21.8 98. i 88 15 787 363 23.4 97.6 88 15 788 341 19.0 102.6 90 8 0 340 19.2 101.8 93 2 0 406 18. i 102.9 90 8 0 405 16.6 103.1 91 9 0 382 24.9 92.0 84 2 1093 383 24.2 92.9 85 2 1093 354 21.1 99.3 91 2 0 355 22. s 97.8 89 2 799 340 ie. 8 100.3 92 2 Q 352 18.6 102.8 91 9 0 339 18.5 104.2 91 8 0 371 19.8 97.8 89 2 794 372 17.6 94.5 86 2 914 330 19.7 102.1 91 9 0 355 17.8 104.2 92 9 0 334 19.3 104.8 90 13 D 340 18.9 104.9 90 13 0 326 17.6 101.3 90 9 0 327 18. i 100.7 89 9 822 319 20. b 98.8 90 2 0 CONTENT DRY DENS I TY DaTE : 11/17/86 RELRTIVE COMPFICTION SOIL TYPE RETEST TFlHLE I RESULTS OF COMPFGTION TESTS JOB NO.: 3001Z -10 NFIME: KRISER DFlTE : 11/17/86 -~ TEST NO 802 - 803 a04 Elm -. 806 807 810 - 811 812 813 814 -. 8l5 816 517 - 818 813 820 - 621 822 823 824 - 825 826 027 - 828 a29 a30 831 - 032 a33 834 - 835 836 837 - 838 839 840 841 - a42 843 844 - 845 846 847 848 .- 849 850 DRTE TEST TYPE ELEV. MOISTURE CONTENT DRY RELQTIVE SOIL DENSITY COMPFICTION TYPE RETEST 01/17/86 s 322 16.9 104.5 31 14 0 01/17/86 S 340 16.0 111.2 36 13 0 01/17/86 S 343 20.5 106.7 94 8 0 O1/17/86 s 323 17.6 104.6 92 8 0 O.t/17/86 S 338 17.6 111.5 96 13 0 01/17/t36 S 350 is. 1 105.8 93 8 0 01/17/86 N 330 22.0 94.5 86 2 811 oi/i7/86 N 330 16.7 106.3 92 13 0 01/17/86 N 336 17.5 105.2 91 13 0 O1/17/06 N 340 17.4 104.4 90 13 0 Ui/17/86 N 344 17.0 105.0 91 13 0 01/17/06 N 347 16.3 105.6 91 13 0 Ol/i7/86 N 340 16.2 105.9 91 13 0 01/17/86 S 324 18.5 105.7 93 8 0 01/17/0G N 334 16.6 106.3 92 13 0 01/17/86 N 340 17.3 107.5 93 13 0 01/17/06 N 340 17.2 104.5 32 a Cl 01/17/86 N 356 16.4 105.2 32 8 0 01/17/06 N 326 16.4 106.6 32 13 0 01/17/0c S 324 19.0 104.8 32 8 0 01/17/86 N 344 17.1 107.1 92 13 0 01/17/86 N 348 16.5 105.9 91 13 0 01/17/86 N 341 16. 1 108.7 95 14 0 ol/i7/86 N 345 16.6 104.7 92 8 0 01/17/86 N 346 19.2 100.3 92 2 0 01/17/86 N 350 16.8 108.2 93 13 0 Ol/i7/06 N 358 16. 1 107.1 92 13 0 01/20/86 N 326 17.8 107.0 32 13 0 01/20/86 N 336 17.3 106.2 92 13 0 01/20/86 N 329 15.8 103.5 91 8 0 01/2'0/86 N 328 15.0 102.8 90 8 0 01 /m/a6 N 327 15.7 101.6 83 8 836 01/20/86 N 327 16.0 103.0 90 a 0 01/20/86 s 358 16.3 102.4 90 8 0 01/20/86 N 350 17.5 104.9 32 8 Cl 01/20/86 N 351 17.1 104.6 90 13 0 01/20/E% N 328 17.5 107.1 92 13 0 01/20/86 N 332 16.6 106.7 92 13 0 01/20/86 N 336 16.8 107.2 32 13 0 01/20/86 N 343 16.5 106.2 32 13 0 01/20/06 S 358 17.6 104.3 90 13 0 01/2'0/86 N 352 18.3 102.5 90 a 0 01/20/86 N 3% 16. 1 106.6 32 13 0 01/20/86 N 359 15.9 103.6 91 8 0 01/20/86 N 356 18.0 100.3 32 2 0 01/20/86 N 351 16.3 107.3 93 13 0 01/20/86 N 358 16. 1 108.6 94 13 0 TfiBLE I RESULTS OF COMPWTION TESTS JOB NO. : 30012 -10 NRME: KQISER DRTE: 11/17/86 TEST NO 851 - Em2 3 ;g4 - 855 856 057 .- 050 853 860 861 .- 862 863 064 - 865 866 867 ,- 868 863 870 871 - a72 873 874 - 875 876 877 a78 - 873 880 881 - 802 803 884 - 085 BBC 887 888 ,- 889 890 891 - 892 893 894 895 : 896 897 DFlTE TEST TYPE ELEV. MOISTURE CONTENT DRY RELFlTIVE SOIL DENSITY COMPFlCTION TYPE RETEST 01/20/86 N 340 16.2 109.5 34 13 13 01/20/86 S 326 15.6 105.4 91 13 0 01/;20/86 N 358 16.6 107.4 33 13 0 01 /‘O/86 L N 327 18.3 107.0 92 13 0 01/20/86 N 328 17.6 106.1 93 8 0 01/2O/86 N 327 17.1 107.4 93 13 0 01/20/86 N 356 17. a 104.5 92 8 0 01/21/66 N 323 18.0 105.3 92 8 0 01/21/ac N 354 17.4 105.3 92 8 0 01/21/86 N 355 17.1 105.3 32 a Cl 01/21/86 N 350 17.8 104.3 31 8 0 01/21/86 N 328 15.3 106.1 91 13 0 01/21/ac N 327 15.5 106.0 91 13 0 01/21/86 N 330 23 2 39.0 90 2 0 01/21/86 N 331 23.7 100.3 32 2 cl 01/21/86 N 356 23.3 93.4 91 E’ 0 01/21/86 N 355 23.0 100.3 32 2 0 01/21/86 N 357 20.9 103.6 91 8 0 01/21/86 N 356 23.2 100.1 91 2 Cl 01/21/86 N 353 21.4 103.3 91 8 0 01/21/66 s 358 18.0 101.6 91 3 (3 01/21/86 S 359 16.6 103.4 91 a 0 01/21/86 N 360 19.1 103.2 91 8 0 01/21/86 N 357 17.0 106.3 92 13 0 01/21/86 N 360 17.9 103.9 91 8 0 01/21/66 N 359 19.0 102.6 30 8 0 01/21/86 S 340 17.6 103.7 91 8 0 01/21/06 N 342 16.0 106.5 32 13 0 01/21/86 N 344 16.7 1cm.l 93 13 0 01/22/&x N 374 21.0 103.6 91 8 n 01/22/86 N 373 21.3 101.8 89 8 887 01/22/86 N 356 16.8 102.3 90 8 0 01/22/ac N 357 16.6 101.6 90 9 0 01/22/86 N 346 17.5 104.6 90 13 0 01/22/86 N 350 16.8 106.0 91 13 0 01/22/86 S 348 16.6 106.5 92 13 0 01/22/86 N 373 18.6 106.3 32 13 0 01/22/86 N 358 16.3 104.4 90 13 0 Oi/22/86 N 356 17.1 105.0 91 13 0 01/22/06 N 334 16.3 106.7 92 13 0 01/22/86 N 325 16.2 108.7 34 13 0 Oi/22/86 N 336 17.7 104.4 90 13 0 01/22/86 s 340 16.9 104.9 90 13 0 01/22/86 N 348 19.1 98. s 90 2 0 01/22/86 N 350 18.9 39.0 90 2 0 01/22/86 N 366 13.7 98.1 30 2 0 01/22/86 N 361 18.0 102.4 93 2 0 - .~~~ - - - .- - - - - - - - - - - - - JOB NO.: 30012 TEST NO DRTE TEST TYPE ELEV. MOISTURE CONTENT DRY RELRTIVE SOIL DENSITY COMPRCTION TYPE RETEST 898 01/22/06 N 362 16.7 105.7 91 13 0 839 01/22/i36 N 363 17.1 106.0 91 13 0 900 Q1/22/86 N 364 16.8 106.4 92 13 0 901 Q1/22/86 N 374 20.3 97.3 a9 2 302 902 01/22/86 N 375 19.3 98.9 90 2 0 903 Ql/i?2/86 N 376 19.0 98.2 90 2 0 304 01/22/06 N 380 16.1 108.9 94 13 0 905 Ol/22/36 N 363 16.4 107.8 93 13 0 906 o1/23/86 S 352 16.6 103.9 90 14 0 907 01/23/86 S 360 18.3 106.4 93 14 0 908 01/23/86 N 360 12.9 107.5 93 13 0 903 O1/23/86 N 361 13.5 108.9 34 13 0 910 Q1/23/06 N 361 11.4 102.8 88 16 911 911 Q1/2.3/86 N 361 13.1 108.6 94 16 0 912 Q1/23/86 N 368 18.7 103.5 91 8 0 913 01/23/BC N 367 18.5 103.2 31 8 0 914 01/23/ac S 369 18.3 105.3 32 8 0 915 01/23/86 N 359 17.4 104.0 90 14 0 916 01/23/86 N 360 18.5 101.4 a9 0 918 917 01/23/86 N 358 16.4 102.0 90 8 0 918 o1/23/0b N 361 17.0 106.4 32 13 0 919 01/23/06 N 362 17.2 105.8 91 13 0 920 01/23/86 N 363 17.4 105.3 91 13 0 921 ol/23/06 S 366 15.9 107.4 93 13 0 322 01/23/86 N 364 13.3 107.1 32 13 0 923 01/23/86 N 365 13.1 106.2 92 13 0 324 01/23/86 N 366 13.1 106.1 31 13 0 325 Q1/23/86 N 385 16.6 107.7 93 13 0 326 Ql/23/06 N 386 15.7 107.3 93 13 0 327 Q1/23/86 N 387 16.6 106.3 32 13 0 328 ol/23/86 S 384 15.6 107.8 34 14 0 929 o1/23/86 N 374 16.0 106.2 32 13 0 930 Q1/23/86 N 375 15.6 107.4 94 I9 0 931 o1/23/86 N 376 16.1 107.9 34 14 0 932 01/24/86 N 380 17.5 101.6 89 8 933 333 01/24/86 N 380 16.4 102.2 90 8 0 334 01/24/86 N 367 16.8 103.8 90 14 0 935 01/24/86 S 368 16.3 105.5 92 14 0 336 01/24/86 N 369 18.4 103.5 94 13 0 937 01/24/86 N 368 19.2 108.5 34 13 0 938 01/24/06 N 367 17.4 108.5 94 13 0 933 01/24/ac N 366 16.2 108.7 94 13 0 940 01/24/86 N 367 16.4 107.3 93 14 0 941 01/24/86 N 365 18.0 107.6 94 14 0 942 01/24/86 N 370 18.2 108.4 93 13 0 943 01/24/86 N 371 16.1 103.5 94 13 0 944 01/24/86 N 363 15.6 109.4 94 13 0 TRBLE I RESULTS OF COMPXTION TESTS - 10 NRME : KRISER DFITE: 11/17/86 .- - .,.- .~- ,- - - - .- - - - - - - - JCJR NO.: 3oO12 TEST NO DFITE TEST TYPE ELEV. MOISTURE CONTENT DRY DENS I TY RELFITIVE COMPtXTION SOIL TYPE RETEST 945 01/24/86 N 370 15.0 107.8 94 14 0 946 01/24/t?& N 372 16.6 106.5 92 13 0 347 01/24/86 s 373 16.3 107.7 93 13 0 948 01/24/f% N 386 16.4 109.4 94 13 0 943 01/24/86 N 388 16.8 110.5 95 13 0 950 01124186 N 371 15.4 104.4 91 14 0 951 01/24/86 N 370 15.8 103.5 90 14 0 352 Ol/24/8C N 363 16.1 105.9 92 14 0 953 01/24/86 s 380 14.V 110. 2 95 13 0 354 01/24/86 N 382 14.1 105.4 92 14 0 955 Ol/24/86 N 385 15.7 105.4 92 14 0 356 O1/24/86 N 381 15.3 106.5 92 13 0 957 O1/24/86 N 373 16.7 105.2 91 14 0 958 01/24/ac N 371 15.9 106.0 32 14 0 959 01/27/86 N 370 15.7 109.0 95 14 0 960 01/27/86 s 381 14.9 110.1 95 13 0 961 01/27/86 N 392 16.5 106.6 92 13 0 962 01/27/86 N 384 13.7 108.1 33 13 0 963 01/27/86 N 385 16.0 107.5 93 13 0 964 ol/27/86 N 368 16.3 106.7 93 14 0 965 Ol/27/86 N 375 16.6 108.5 94 13 Cl 366 01/27/86 N 376 13.1 109.9 94 16 0 967 Ol/27/86 N 372 15.7 110.2 95 13 0 968 Ol/27/86 s 375 15.6 108.3 94 14 0 969 01/27/86 N 377 16.4 loa.3 94 14 0 970 01/27/86 N 376 14.9 106.9 92 13 0 971 01/27/ac N 378 16.1 107.5 93 13 0 972 01/27/86 N 377 16.6 107.6 93 13 0 973 01/27/86 N 379 15.7 105.8 32 14 0 374 01/27/86 N 374 12.7 104.3 90 13 0 975 01/27/ac N 370 13.5 103.0 90 14 0 976 01/27/86 N 376 17.5 108.9 94 13 0 977 Ol/27/86 N 378 18.1 108.0 93 13 0 978 01/27/86 N 373 15.9 110.4 95 13 0 979 Ol/27/86 N 374 15.7 103.6 94 13 0 980 01/27/86 N 375 15.9 1 lo. 6 95 13 0 981 Ol/27/86 N 384 16.4 108.7 95 14 0 982 01/27/86 s 386 15.6 107.0 92 13 0 983 01/27/86 s 392 17.6 106.2 92 14 0 984 01/28/86 N 393 16.4 108.9 34 13 0 985 01/28/86 N 378 la.4 105.0 91 14 0 386 01/28/86 N 377 16.8 106.2 92 14 0 987 01/28/86 N 376 16.5 106.7 93 14 0 988 01/28/86 S 390 16.6 108.0 93 13 0 989 01/28/&36 N 391 15.9 108.8 94 13 0 ,990 Ol/28/86 N 392 15.1 106.1 92 14 0 991 Ol/28/86 s 380 17.6 107.1 92 13 0 TFIALE I RESULTS OF COMPQCTION TESTS -10 NFIME : KFlISER DFlTE : 11/17/86 TFlBLE I RESULTS OF COMPRCTION TESTS JOB NO. : 30012 -10 NFIME: KQISER DQTE : 1 l/17/86 _- TEST NO ..- .,- 392 993 994 935 396 937 998 - 993 1000 1001 1002 - lOO3 1004 1005 - 1006 1007 1008 - 1009 1010 1011 1012 - 1013 1014 1015 .- 1016 1017 1018 1019 - 1020 1021 1022 1023 1024 1025 1026 lO27 1028 1029 - 1030 1031 1032 - 1033 1034 1035 1036 - 1037 1038 - DQTE TEST TYPE ELEV. MOISTURE CONTENT DRY RELRTIVE SOIL DENSITY COMPFlCTION TYPE RETEST 01/28/86 N 332 19.6 100. 6 a9 9 933 01/28/86 N 392 ia. 7 102.6 91 9 0 O1/28/86 N 396 17.4 101.9 90 3 0 oi/26/86 N 380 13.0 103.6 34 13 0 01/28/06 N 373 13.3 107.6 93 13 0 01/28/86 s 378 17.6 103. a 90 14 0 01/28/86 N 376 13.6 105.9 92 14 0 01/28/86 N 385 15.0 105.0 91 13 0 01/28/86 N 384 15.5 104.8 91 14 0 01 /‘2&S/86 N 383 15.3 106.5 92 13 0 01/28/86 N 338 18.6 103.3 91 8 0 01/28/86 N 400 17.7 104.6 92 8 0 01/28/86 N 396 16.6 106.7 92 13 0 01/28/06 s 330 17.6 109.1 94 13 0 01/28/86 N 323 12.6 104.7 91 14 0 01/28/86 N 328 12.5 103.5 90 14 0 01/29/86 N 327 13.5 105.2 91 14 0 i~1/23/86 N 388 16.3 110.2 93 13 0 01/29/86 N 386 16.7 108.3 93 13 0 01/29/86 N 385 17.3 104.4 90 13 0 01/29/86 s 386 le.3 103.6 90 14 0 01/29/86 N 334 16.3 103.6 90 14 0 01/29/06 N 391 16.5 103.9 90 14 0 01/29/86 N 390 11.3 116.4 97 5 0 01/23/86 N 387 11.1 115.9 37 5 0 01/23/86 N 382 14.8 106.3 92 13 0 01/29/86 N 385 16.3 107.4 93 13 0 oi/29/86 5 386 15.9 106.8 92 13 0 01/29/86 N 328 15.5 108.7 94 13 0 01/2v/ac N 327 14.8 109.3 94 13 0 01/29/86 N 329 15.1 108.1 33 13 0 01/29/86 N 331 15.1 101.8 89 8 1024 01/29/86 N 333 14. a 104.4 90 13 0 01/29/86 N 339 16. 1 106.1 91 13 0 01/29/86 N 379 16.4 104.8 90 13 0 01/23/86 N 333 21.7 102.1 90 a 0 01/29/86 N 394 22.2 101.4 90 9 0 01/29/86 N 392 22.4 100.5 89 9 1030 01/23/86 S 332 19.0 104.5 32 a 0 01/2v/a6 N 380 20.2 103.2 91 a 0 01/29/86 N 383 21.0 101.8 30 9 0 01/30/86 s 360 17.6 107.2 92 13 0 02/03/06 N 376 17.8 102.0 89 14 1038 02/03/86 N 377 17.6 99.1 86 14 1036 02/03/86 N 377 16. 1 105.9 91 13 0 02/03/86 N 379 16. 1 107.2 92 13 0 02/03/86 N 376 17.0 104. a 90 13 0 TFlBLE I RESULTS OF COMPWTION TESTS .~ .-~~ - - - - .- .- - .- - - - .- JOB NO.: 30012 TEST NO DRTE 1039 02/03/86 1040 02/03/86 1041 02/03/86 1042 02/03/86 1043 02/03/86 1044 02/03/86 1045 02/03/86 1046 O2/03/86 1047 02/03/86 1040 02/03/86 1049 02/03/86 1050 02/03/ac 1051 02:/03/86 1052 02/03/86 1053 02/03/86 1054 02/03/86 1055 02/03/86 1056 O2/03/86 1057 02/03/86 1058 02/03/86 1059 02/04/86 1060 02/04/86 1061 02/04/86 lo62 02/04/86 1063 02/04/86 lo64 02/04/86 lo65 02/04/86 lo66 02/04/86 1067 02/04/86 1068 02/04/86 1069 02/04/86 1070 02/04/86 1071 02:/04/86 1072 02/04/66 1073 02/04/86 1074 02/04/ac 1075 02/04/86 1076 O2/04/86 1077 02/04/86 1078 02/04/86 1079 02/04/86 1080 02/04/06 1081 02/04/86 lo82 02/04/86 1083 02/05/86 4084 02/05/86 1085 02/05/86 -10 NRME: KRISER TEST TYPE N N N N N N N N N N N N N N N N N S s 9 N N N N N N N N N s N N N N N N s N N N N N N N N N N ELEV. MOISTURE 380 16.2 106.3 32 13 0 335 24.4 37.7 87 9 1043 333 25.3 95.5 a7 2 1048 334 24.6 97.4 89 2 1047 335 22.2 98.5 90 2 0 330 23.8 95.7 a7 2 1046 336 23.4 97.0 89 2 1049 330 19.3 102.1 93 2 0 334 20 5 . 100.2 91 2 0 333 18.1 103. 9 31 a 0 336 17.9 104.0 91 a 0 380 16.4 103.7 90 14 0 381 14.4 104.0 90 14 0 382 16.0 109.1 94 13 0 383 15.4 105.7 31 13 0 384 16.5 103.1 94 13 0 384 14.9 108.5 94 13 0 385 15.9 108.0 93 13 0 386 14.9 107.3 93 13 0 387 14.3 108.2 93 13 0 338 21.7 99.9 a8 a 1060 338 19.0 102.5 90 8 0 338 18.6 103.8 91 8 0 370 21.0 104.6 30 13 0 374 20.3 103.8 90 13 0 376 19.1 106.0 91 13 0 333 20.5 101.7 89 8 1067 334 19.6 102.6 90 8 0 333 27.4 96.5 a9 4 1071 336 19.4 104.2 91 8 0 331 19.3 107.3 94 8 0 332 le. 9 106.1 93 a 0 333 le.3 106.0 93 8 0 336 16.4 107.3 94 e 0 337 15.5 109.5 94 13 0 339 15.9 108.5 94 13 0 376 17.6 102.6 90 8 0 378 19.6 108.3 93 13 0 384 19.5 107. s 93 13 0 385 17.9 101.1 89 8 1079 385 15.9 104.8 92 8 0 394 15.6 104.2 31 14 0 332 15.3 106.5 92 13 0 388 15.9 107.1 93 14 0 342 22.4 104.2 91 14 0 353 22.0 102.8 30 a 0 343 15.9 112.3 97 13 0 CONTENT DRY DENSITY DFlTE : 11/17/86 RELRTIVE COMPWTION SOIL TYPE RETEST TRBLE I RESULTS OF COMPFICTION TESTS JOB NO. : 30012 -10 NFIME: KQISER DRTE : 11/17/86 -- TEST NO 1086 - 1087 1088 1089 - 1090 1091 1032 - 1093 1094 1095 1096 - 1037 1098 1099 - 1100 1101 1102 1103 - 1104 1105 1106 - 1107 1108 1109 - 1110 1111 1112 1113 ,- 1114 1115 1116 - 1117 1118 1113 - 1120 1121 1122 1123 1124 1125 1126 - 1127 1128 1129 1130 - 1131 1132 DFlTE TEST ELEV. MOISTURE DRY RELFITIVE SOIL TYPE CONTENT DENSITY COMPRCTION TYPE RETEST 02/05/86 N 354 19.2 104.4 32 8 0 02/05/86 N 336 14.2 109.5 34 13 0 02/05/86 N 340 17.3 104.2 91 14 0 02/OS/86 S 380 19.0 107.3 93 13 0 02/05/86 N 336 17. a 104.9 90 13 0 02/05/86 N 337 16.9 104.4 91 14 0 02/05/ec N 338 17.3 105.9 91 13 0 02/05/86 N 380 17.1 101.0 89 a 1094 02/05/86 N 380 16.6 103.0 90 8 0 02/05/86 N 384 16. 1 104.4 32 8 0 02/05/86 S 337 17.6 106.7 92 13 0 02/05/86 N 340 24.2 99.0 88 9 i 098 02/05/86 N 339 25. 1 101.7 90 9 0 02/05/86 N 337 21~. 4 101.7 a9 a 1 loo O2/05/86 N 333 19.6 100.4 32 2 0 02/05/86 N 338 23.4 99.5 31 2 0 02/05/86 S 384 1% 0 104.1 90 13 0 02/05/86 S 383 14.9 106.1 91 13 0 02/06/86 N 346 20.6 99.3 91 2 0 02/06/86 N 347 16.4 103.4 91 8 0 02/06/86 N 348 14.8 103. a 31 8 0 02/06/86 N 348 14.1 104.6 92 8 0 02:/06/&C N 348 16. 1 105.7 93 8 0 02/06/86 N 349 15.3 105.6 93 8 0 02/06/86 s 343 15.3 104.2 31 8 0 02/06/86 S 339 16.6 106.5 93 8 0 02/06/86 s 339 13.0 115.4 97 5 0 02/06/86 s 338 20.1 105.3 91 10 0 02/06/86 S 341 16.3 109.8 92 5 0 02/06/86 S 340 19.0 105.9 91 10 0 02'/06/86 N 350 16.4 104.0 91 a 0 02/06/86 N 351 13.9 103.6 31 8 0 02/06/86 N 351 18.3 106.8 94 a 0 02/06/86 N 352 18. 1 107.2 94 a 0 02/06/86 N 353 16.4 101.2 91 12 0 02/06/86 N 353 17.8 100.5 91 12 0 02/07/86 S 360 16.3 111.2 93 5 0 02/07/86 N 353 19.5 103.5 91 8 0 02/07/86 N 349 20.2 100.4 32 2 0 02/07/86 N 345 17.9 104.0 91 8 0 Oii/O7/86 N 348 15.2 107.5 93 13 0 02/07/86 N 351 18. 1 103.6 91 8 0 02/07/86 N 350 19.3 102.1 91 9 0 02/07/86 N 335 17.6 105.2 92 8 0 02/07/86 N’ 338 19. 1 104.9 92 8 0 02/07/86 N 340 22.0 99.2 91 2 0 02/07/86 N 343 21.0 100.9 92 2 0 TQELE I RESULTS OF COMPFICTION TESTS .- - .- ,~- .- .- .- .- - ,.- SOB NO. : 30012 -10 NF)ME: KFlISER DFITE: 11/17/86 ELEV. MOISTURE CONTENT TEST NO DGTE TEST TYPE DRY RELGTIVE SOIL DENSITY COMPFlCTION TYPE RETEST 1133 02/07/86 N 394 21.6 102.3 93 2 0 1134 02/07/86 N 396 22. a 99.7 91 2 0 1135 02/07/a6 N 4QQ 19.2 106.0 94 9 0 1136 02/07/86 N 352 19.2 106.4 93 a 0 1137 02:/07/86 N 354 16.6 106.4 93 a 0 1138 Q2/07/86 N 355 13.1 lQ3.0 90 a 0 1139 02/Q7/66 N 356 16.3 lQ5.4 92 a 0 1140 Q2/07/86 N 344 2’0.4 101.2 92 2 0 1141 02/07/86 N 354 21.4 98.9 90 2 0 1142 O2/07/86 N 340 19.1 102.3 91 9 0 1143 02/07/G N 34Q 19.0 105. 1 92 a Ci 1144 02/07/06 N 354 19.3 10% 4 32 8 0 1145 02/07/ac N 345 14.4 114.5 96 5 Cl 1146 Q2/07/86 N 352 12.1 103.0 90 a 0 1147 02/07/86 N 354 15.1 115.0 96 5 0 1148 Q2/07/86 N 357 15.9 111.0 93 5 0 1149 02/07/86 N 350 17.0 104.9 92 a 0 1150 Q2/11/66 N 400 23.7 101. a 88 13 1157 1151 02/11/86 N 340 14.1 107.7 93 13 0 1152 02/11/86 N 340 14.8 106.0 91 13 0 1153 02/11/66 N 339 15.3 104.4 90 13 0 1154 02/11/86 N 41Q 21.2 103.2 a9 13 1155 1155 02/11/86 N 410 20.7 104. Q 90 13 0 1156 02/11/86 N 4QQ 19.1 104.8 91 14 0 1157 02/11/86 N 400 23.6 101.8 89 8 1153 1158 02/11/06 N 398 21.3 104.0 90 13 0 1159 02/11/86 N 400 17.9 106.1 91 13 0 1160 02/11/86 N 394 17.4 106.8 92 13 0 1161 02/X1/86 N 396 19.6 106.0 93 .s 0 1162 02/11/86 N 400 21.2 lCG.8 91 8 0 1163 02/11/s N 309 22. cl 103.4 91 8 (3 1164 02i1lia6 N 337 20.5 104.6 90 13 D 1165 02/11/86 N 339 20.6 103.3 90 14 0 1166 02illia6 N 400 21.5 iO3.8 91 a 0 1167 Q2/11/86 N 338 19.8 103. a 91 a Q 1168 Q2/ 12106 s 381 19.0 101. a 90 9 0 1169 Q2/ 12iE6 N 384 19.6 103.5 91 8 0 1170 02il2ia6 N 386 2Q. 4 104.7 92 8 0 1171 02/12/86 N 356 19.4 101.7 89 a 1172 1172 02i l2i86 N 355 21.8 99.2 91 a 0 1173 02/12/86 N 400 17.1 109.6 94 13 0 1174 02/12/86 N 401 17.0 109.9 9s 13 0 1175 02/12/86 N 426 17.0 loa. 3 93 13 Cl 1176 02i 12/86 N 425 19.5 102.4 90 8 0 1177 02/ 12/86 N 414 23.7 99.8 88 9 1185 I178 02/12/86 N 398 2393 97.5 86 8 1202 ii79 02/12/86 N 396 25.3 98.2 86 8 1238 - .-. .- - - .- .- - - .- .- - JOB NO. : 301~12 TEST NO DGTE ii80 02112186 1181 Q2/ 12/86 1182 02/ 12/86 i la3 02/ 12/86 ii84 02/12/86 1185 Q2/ 12/86 11.36 02il2ia6 1187 Q2/12:/B6 ilaa 02/X2/86 I ta9 02/ 12/86 1190 02/12/86 1191 or"/ 12/86 1192 o2/ 12186 1193 02/ 12/ec 1194 QW12i86 1195 Q2/12/86 1196 O2/12/86 1197 02/12/86 1198 02/12/a6 1199 02/24/86 1200 02/24/86 1201 Q2/24/86 1202 Q2i24iac 1203 02/24/86 1204 02/24/56 1205 02/24/86 1206 02/24/86 12o7 02124186 1208 02/24/06 1209 02/24/86 1210 02/24/86 1211 02/24/86 1212 02124186 1213 02124186 1214 02/24/86 1215 02i24ia6 1216 02i24ia6 1217 O2/24/86 1218 02/24/86 1219 02/24/86 122o 02/24/86 1221 02/24/86 1222 Q2/24/aC 1223 02/24/86 1224 02i24ia6 $225 02/24/86 1226 02124186 TFIBLE I RESULTS OF COMPRCTION TEST5 -10 NRME: KFlISER TEST TYPE ELEV. MOISTURE CONTENT DRY DENS1 TY N 332 14.0 112.7 N 341 25.7 94.3 N 342 26.4 94.5 N 340 21.8 102.4 N 339 23.9 99.9 N 414 17.3 105.5 N 418 17.9 104. a N 416 13.2 101.0 N 341 16.9 101.9 N 351 16.2 107.6 N 352 16.7 107.5 S 341 17.6 103.1 N 412 21.6 100.0 N 411 21.7 99.5 IV 410 16.3 104.5 N 409 15.7 104.8 N 413 20.3 100.5 N 414 21.4 101.7 N 412 22.7 100.2 N 420 17.9 102.4 N 419 18.9 98.9 N 416 14.3 99.6 N 390 11.4 110.8 N 386 11.7 108.2 N 360 15.5 107.1 N 365 16.1 105.4 N 419 17.2 104.0 N 420 17.3 104.0 N 416 22.5 99.3 N 417 22.9 99.1 N 417 14.5 106.0 N 419 14.8 104.4 N 416 12.7 113.8 N 346 22.9 39.1 N 34s 24. 1 96.4 N 342 2'5.8 94. 1 N 354 16.2 105.1 N 353 16.6 106.4 N 370 16. 1 107.1 N 373 17.3 107.1 5 422 33.3 96. a 5 420 19.0 103.4 S 405 16.6 112.8 5 423 20.4 104.7 S 415 12.4 116.5 5 413 16.6 109.1 S 410 15.3 108.6 DFITE: 11/17/86 RELRTIVE COMPRCTION SOIL TYPE RETEST 94 5 Q 86 2 1215 86 2 1463 89 14 1188 88 a 1460 93 a 0 ye 8 0 90 9 0 69 a 1191 93 13 Q 93 13 Q 90 a Q 86 13 1882 a6 13 la35 90 13 0 90 13 Q a7 14 1901 aa 14 lYQ3 a7 14 1902 89 14 1207 a6 14 1206 07 14 1208 96 13 0 93 13 0 32 13 0 91 13 0 90 14 0 90 14 0 86 14 1212 06 14 1210 92 14 0 31 14 0 99 14 Q 87 a 1462 a5 8 1461 a3 a 1460 91 14 0 93 14 0 93 14 0 93 14 0 a4 14 1223 90 14 0 36 6 0 94 15 0 99 1 0 96 8 0 92 6 0 - .~ -. -. -~ - .- - - - .- .- ,- SOB NO.: 30012 TEST NO DRTE 1227 Q2/25/86 1228 Q2/25/86 1229 (32/“5/86 L 1230 02/25/86 1231 02/25/86 12.2 O2/25/86 1233 02/25/w 1234 0=‘/25/86 L 1235 02/25/86 1236 02/25/86 1237 Q2/25iac 123a 02/2:5/86 123’3 02/25/86 1240 02/25/86 1241 02/2:5/56 1242 02/25/86 1243 02/25/86 1244 Q2/25/86 1245 02i25ia6 1246 Q2/25/86 1247 02i25ia6 124a 02/26/86 1249 02/26/06 1250 Q2/26/86 1251 02/26/86 125s Q2/26ia6 1253 02/26/86 1254 Q2/26/86 1255 02/26/86 1256 02/26/86 1257 02/26/86 1258 02/26/86 1259 02/26/86 1260 Q2/26/06 1261 02/26/06 1262 02/26/86 1263 02/26/86 1264 02/26/86 1265 02/26/66 1266 02/26/86 1267 02/26/86 1268 02/26/86 1269 02/26/06 1270 02/26/S 1271 02126i86 1272 02/27/86 1273 02/27/86 TFlHLE I RESULTS OF COMPXTION TESTS -10 NFIME: KRISER TEST TYPE ELEV. MOISTURE CONTENT DRY DENSITY N 358 25.6 97.2 N 370 17.0 103.4 N 381 15.2 106.9 N 377 14.3 106.9 N 350 14.1 104.2 N 370 15.4 104.6 N 384 16.5 100. a N 384 2’0.5 100.7 N 376 14.9 104.4 N 375 16.3 104. 6 N 384 16. 1 106.4 N 391 17.4 100.7 N 379 17.2 105.9 N 377 16.6 105.4 N 381 17.7 107.1 N 384 17.7 107.4 N 372 21.4 100.4 N 375 21.1 99.9 N 391 16.9 106.2 N 389 la.5 102.5 N 387 20.0 102.3 S 418 14.6 110.2 S 421 13.3 112.4 S 424 13.0 110.1 S 416 ia. 6 100.8 S 425 16.9 104.3 S 403 15.6 102.4 S 425 16.6 104.0 N 370 24.2 92.4 N 372 25.6 93.4 N 364 25.2 95.4 N 384 18.7 104.1 N 376 19. 1 103.4 N 426 24.2 93.1 N 427 23.6 97.7 N 354 17.8 103. a N 36Q 22.6 100.2 N 366 22.2 93. a N 406 16. 1 109.2 N 410 16.8 107.4 N 415 14.9 107.2 N 4220 15.4 106.4 S 427 16.9 105. a S 426 15.9 102.6 S 429 16.2 104.0 5 431 15.9 109.1 S 430 15.2 104.9 Dt=!TE : il/l7/ac RELFlTIVE COMPRCTION SOIL TYPE RETEST 84 10 1231 89 14 12’3.2 95 9 0 95 9 0 92 9 0 93 9 0 a7 10 1237 a9 9 124.:’ L 93 9 0 50 10 0 92 10 0 a9 9 1245 91 10 0 91 10 Q 92 10 0 92 16 0 90 15 Q 90 15 0 91 16 0 90 a 0 90 a Q 96 14 0 97 13 0 95 13 Q 90 15 0 90 13 0 92 15 0 93 15 0 81 a 1256 a2 a 1285 a4 a 1264 91 a 0 92 9 Q a7 a 1270 a6 8 1269 92 9 Q aa a 1291 88 a 1290 94 13 0 93 13 0 92 13 0 92 13 0 92 14 0 92 15 0 90 14 0 94 13 0 91 14 0 - -. - - - - - - - .- .- - - - JOB NO. : 30012 TEST NO DRTE 1274 02/27/86 1275 O2/27/86 1276 02/2a/a6 1277 O2/28/86 1278 02/28/i% 1279 02/"6/86 L 1280 02/20/06 1251 02/2a/a6 1282 O2/25/86 1263 02/27/86 1284 02/27/86 1285 o2/27/ab 1286 02/“7/86 L 1287 02:/27/&i 1268 o2/27/ab 12aY 02/27/m 1290 02/27/66 1291 02/27/86 1252 02/27/ab 1293 02/27/86 1254 02:/27/ab 1295 02127186 1296 02:/27/a& 1257 02/27/ab 1238 02/27/66 1295 02/27/86 1300 02/27/06 1301 02/27/ab 1302 02/27/86 1303 02/20/86 1304 02/2a/ah 1305 02/28/86 1306 02/2a/a6 1307 02/20/06 1308 02/2am6 1309 02:/2'8/86 1310 02/28/86 1311 02/2a/ah 1312 02/26/86 1313 02/2a/ah 1314 02:/2a/ah 1315 02:/28/ab 1316 02/2a/a6 1317 02/20/&G 1318 02/26/06 1319 o2/2a/ab 1320 02/26/86 TfXLE I RESULTS OF COMPIXTION TESTS -10 NFIME: KRISER TEST TYPE S S N N s s S S S N N N N N N N N N N N N N N 5 N N N N N 5 N N N N N N N N N N N N N N N N N ELEV. MOISTURE CONTENT 427 11. o lOY.8 426 10.1 111.0 416 11.9 112.1 427 12.4 111.3 420 15.2 106.9 426 16.2 110.8 42'3 15.2 107.5 424 14.9 105. Y 426 16.2 104.3 380 24.6 96.5 376 25.3 96.7 372 23.2 97.2 422 17. a 194.6 424 18.0 105.2 427 16. a 104.4 420 17.3 104.5 367 18.1 106.4 362 16.9 105.4 375 17.0 106.3 376 17.4 105. 1 370 lb. 7 106.6 382 15.6 109.3 384 1c. 3 107.7 43o lb.3 104.2 384 15. a 102.0 364 14. a 105. o 365 15. a 107.7 382 lb. 1 107.6 372 17.0 108.1 375 17.6 loa. 5 383 15.0 108.5 384 lb. 4 107.2 372 15.4 105.7 376 14.3 107.4 368 16.0 107.0 376 16.2 108.3 372 15.6 109.3 384 16.1 109. o 374 16.8 106.3 374 15.8 108.4 377 17.1 101.5 380 17.3 104.1 389 15.7 105.6 386 16.3 107.0 428 16.8 106.3 380 14.7 106.2 375 15.1 106. a DRY DENSITY DRTE: 11/17/86 RELFlTIVE COMPRCTION SOIL TYPE RETEST 93 6 0 94 6 0 95 6 (3 35 6 0 93 18 0 56 13 0 54 1.3 0 32 la 0 91 18 0 85 a 1295 a5 8 1294 a5 8 1302 52 a 0 52 B 0 92 8 0 92 0 0 33 8 0 93 3 0 94 3 0 51 14 0 92 13 0 94 13 0 34 14 0 31 14 0 30 3 0 51 14 0 94 14 0 34 14 0 94 14 13 94 13 0 34 14 0 94 13 0 95 13 0 33 14 0 94 a 0 33 13 0 94 13 0 94 13 0 92 14 0 53 13 0 89 a 1315 31 a 0 34 13 0 33 14 0 92 14 0 92 13 0 93 14 0 .~ -~ - - .- - .- -~ .- - - ,- - JOB NO. : 30012 TEST NO DRTE 1321 02/2:8/a& 1322 02/20/86 1323 02/20/66 1324 o2/2a/ac 1325 02/2'8/86 1326 CP/"8/86 L..L 1327 02/2wa6 132’8 02/20/06 132’3 02/28/a& 1330 02/28/86 1331 02/2a/m 133" o2/2a/86 1333 02/20/86 1334 02/2a/ah 1335 02/28/86 1336 02/28/86 1337 02/28/86 1338 02/28/06 1339 03/03/a& 1340 O3/03/86 1341 03/03/86 1342 03/03/B6 1343 03/03/86 1344 03/03/86 1345 o3/03/86 1346 03/03/06 1347 03/03/0b 1348 03/03/a& 1343 03/03/86 1350 03/03/a& 1351 03/03/86 1352 03/03/86 1353 03/O3/86 1354 03/03/86 1355 03/O3/06 1356 03/03/a& 1357 03/03/06 1358 03/03/a& 1359 03/03/86 1360 03/03/86 1361 03/03/a& 1362 03/03/86 1363 03/03/m 1364 O3/03/86 1365 03/03/e& 1366 03/03/86 1367 03/03/86 TFIBLE I RESULTS OF COMPFlCTION TESTS -10 NRME : KFI I SER TEST TYPE ELEV. MOISTURE CONTENT N 360 16.4 N 363 15.6 N 353 17.0 N 354 15.5 S 402 is.6 s 406 14.2 s 410 15.2 N 348 la.7 N 355 18.8 N 350 lb.7 N 358 17.3 N 352 14.5 N 351 16.0 N 354 15.1 N 353 15.0 N 346 is.8 N 350 15.5 S 360 19.0 N 355 la.a N 356 17.6 N 360 10.2 s 378 13.1 S 377 14.3 S 380 14.6 S 379 15.2 S 362 14.3 S 376 15.5 S 363 15.6 N 365 lb.4 N 364 14.2 N 363 17.8 s 365 15.6 N 366 15.1 N 367 14.3 N 358 20.5 N 360 21.3 N 355 13.5 N 360 19.2 N 377 16.5 N 304 18.1 N 383 17.1 N 380 15.3 N 377 15.6 N 382 16.1 N 386 14.9 N 380 16.1 N 362 14.8 DRY DENS1 TY RELRTIVE COMFWZTION SOIL TYPE RETEST 107.2 32 13 0 108. G 34 13 0 100. o 55 8 0 105.2 54 13 0 103.5 32 17 0 108.2 91 5 0 111.2 33 5 0 101. a 90 17 0 101.7 31 15 0 104.4 91 18 0 104.6 92 17 0 106.6 93 ia 0 104.4 31 18 0 111.1 33 5 0 112.1 54 5 0 106.3 93 la 0 106.4 33 14 0 108.6 97 15 0 101.7 91 15 Cl 104.1 93 15 0 102.5 92 15 Cl 105.1 33 17 0 105.1 33 17 0 104.8 93 17 0 105.6 93 17 0 107.7 32 lb 0 102.5 88 16 1359 105.7 54 16 0 106.0 33 ia (3 106.9 94 17 0 105.9 94 17 0 103.8 03 lb 1374 107.5 53 13 0 108.0 53 13 0 102.8 50 a 0 101.6 50 3 0 105.3 92 8 0 105.4 52 a 0 106.8 93 14 0 105.3 52 14 0 107.5 53 13 0 105.1 31 14 0 106.2 32 13 0 106.0 92 14 0 106.5 33 14 0 106.4 53 14 0 104.4 31 14 0 DRTE: 11/17/86 .- -.~ - - .- - - - - .- - - - ,- .- .- JOB NO.: 30012 TEST ND DRTE 1368 03/03/0c 1369 o3/03/ab 1370 03/03/R& 1371 03/03/86 1372 O3/Q3/86 1373 03/03/ac 1374 03/04/a6 1375 O3/O4/86 1376 03/04/06 1377 Q3/04/86 1378 03/04/86 1375 o3/O4/86 1380 Q3/o4/86 1381 03/04/86 1382 03/O4/06 1383 O3/O4/86 1384 03/04/86 1385 Q3/Q4/86 13ac 03/04/86 1387 03/04/86 1388 03/04/86 1385 03/04/86 1350 O3/O4/86 1331 03/04/86 1392 03/04/86 1333 Q3/O4/0C 1394 03/o4/ab 1395 03/04/86 1396 O3/04/86 1397 o3/04/86 1358 O3/04/86 1393 03/04/86 1400 o3/o4/06 1401 03/04/86 1402 03/04/86 1403 o3/04/86 1404 03/04/86 1405 03/04/86 1406 03/05/86 1407 Q3/O5/86 1408 03/05/86 1405 o3/05/86 1410 03/05/86 1411 03/05/86 1412 03/05/86 $413 03/05/86 1414 03/05/86 TFlRLE I RESULTS OF COMPFlCTION TESTS -10 NWE: WISER TEST TYPE ELEV. MUISTURE RETEST CONTENT DRY DENSITY RELFITIVE COMPKTION SOIL TYPE N 368 15.3 106.3 52 13 Q N 382 16.8 106.0 33 a 0 N 380 lb.2 107.9 94 14 Q N 36O 16.1 103.2 34 13 0 N 363 15.5 108.0 34 14 0 N 366 16.8 107.7 94 14 0 N 426 a.7 119.6 57 13 r j N 427 a. 1 121.3 98 13 0 N 428 14.8 106.0 32 17 0 N 427 12.7 113.0 32 19 0 N 426 12.4 117.5 55 19 0 N 425 13.5 112.1 51 19 0 N 400 10.8 122.8 39 19 0 N 431 10. 4 119.3 37 19 0 N 402 16.7 101.0 9 0 15 0 N 403 17.1 95.5 a6 10 1306 N 425 14.3 10.2 32 15 0 N 403 14.7 105.4 94 13 0 N 404 13.3 111.0 96 13 0 N 431 15.1 111.3 96 13 0 N 400 lb.4 102.5 85 14 1398 N 332 23.1 102.0 50 5 0 N 326 21.0 102.1 91 3 0 N 365 17.7 58.4 87 9 1393 N 366 15.1 103.6 30 14 0 N 369 16.0 102. 3 83 14 1354 N 368 15.2 102.5 89 14 1356 N 366 24.2 95.2 84 9 1337 N 368 lb.2 102.3 91 9 0 N 366 15.1 106.7 32 13 0 N 400 16.7 105.5 52 14 0 N 368 15.8 108. 3 93 13 0 N 370 15.1 104.1 31 14 0 N 361 16.0 105.1 91 14 0 N 360 15.8 108.5 95 8 0 N 361 14.4 107.3 92 16 0 N 380 17.1 107.3 33 14 0 N 382 15.7 lo%1 31 13 0 N 385 lb.4 108.4 55 8 0 N 370 17.2 106.1 94 9 0 N 372 lb.4 107.c 53 13 0 N 392 11.5 115.1 59 13 0 N 333 13.2 111.6 56 13 0 N 333 13.7 113.6 98 13 0 N 354 11.1 111.2 56 13 0 N 356 12.5 103.6 94 13 0 N 334 13.5 112.8 97 13 0 DFlTE : 11/17/86 -~~ - .-.. - - - - - .- - - .- .- - JOR NO. : 30012 TEST NO DFATE 1415 03/05/86 1416 Q3/05/86 1417 03/Q5/86 1418 03mwa6 1419 03/05/66 1420 Q3/05/86 1421 Q3/Q5/86 1 /+p L Q3/05/.96 1423 Q3/05/86 1424 03/05/06 14.25 03/w/86 1426 03/05/86 1427 Q3/05/86 1428 03/05/86 1429 03/05/86 1430 Q3/05/86 1431 03/Qs/a6 1432 Q3/Qwac 1433 03/05/86 1434 Q3/QEi/86 1435 Quo;/86 1436 Q3/05/B6 1437 03/06/86 1438 03/QC/B6 1439 Q3/06/86 144Q Q3/06/06 1441 03/Q6/86 1442 Q3/06/86 1443 Q3/Q6/06 1451 O3/Q6/86 1452 03/06/06 1453 OS/QC/a6 1454 OS/QC/86 1455 03/06/86 1456 Q3/06/86 1457 Q3/06/06 1458 Q3/QC/&C 1459 03/06/86 1460 Q3/06/86 1461 Q3/06/86 1462 03/06/86 1465 03/06/86 1466 03/W/86 1467 03/06/86 1468 03/06/86 1469 03/07/&6 1470 03/07/86 TRALE I RESULTS OF COMPFICTION TESTS -10 NFlME : WISER TEST TYPE N N N N N N N N N N N N N N S N S N N N s N N N N N N N N N N N N N N N N N N N N N N N N N N ELEV. MOISTURE CONTENT DRY DENSITY 395 14.6 113.1) 404 9.7 112.7 398 8.8 117.3 399 a. 2 117.5 401 10.4 114.8 406 10. 4 114.6 403 13.2 110.5 404 10.8 112.0 360 17.6 102.3 360 17.2 101. 3 36Q 17.1 1QQ. 5 368 19.8 102. El 363 2Q. 2 102.9 372 18. Q 104.0 368 17.6 99.4 380 16.9 105.0 386 15.6 106. a 304 16. 1 105.6 386 15.3 103.9 373 16. 1 104.1 375 16.9 99. a 375 15.2 lQ5.7 409 16.4 106.9 4 10 22’. 1 lQ2.7 411 18.3 107.7 432 24.2 1QQ. 0 373 18.4 105.3 376 13.6 114.9 432 25.0 98.6 363 17.6 102.6 372 15.3 102.4 369 16.2 103.0 368 16.4 102.1 370 15.1 104.3 363 18.8 103.1 369 17.0 101.4 351 21.7 102.5 349 23.4 1ocJ.o 342 16.5 105.2 343 16.5 103.5 344 20.4 103.5 304 15.0 103.0 385 18.3 100.9 390 la.5 102.9 368 16. 1 105.8 392 17.1 104.5 390 18.4 106.5 DRTE : 11/17/.36 RELi?TIVE COMPFlCTION SOIL TYPE RETEST 97 13 Q 94 7 0 98 7 Q 98 7 Q 96 7 (3 96 7 0 95 13 Q 94 7 0 a9 14 1424 06 14 142% a7 14 1426 91 9 Q 91 9 0 90 13 Q 66 14 1488 91 14 0 92 13 Q 91 14 u 90 13 Q 91 14 Q 87 14 1474 91 13 0 92 10 0 aa 10 1441 93 10 0 88 17 1443 93 17 0 93 19 0 87 17 1444 aY 14 1456 a9 14 1453 89 13 1454 a8 13 1455 90 13 0 89 13 1473 88 14 1493 a9 14 1459 87 14 1578 93 9 0 32 9 0 91 8 Q 90 14 0 09 9 1488 91 9 0 92 14 0 93 9 0 93 9 0 TFlRLE I RESULTS OF COMPWTION TESTS - - - - - - .- - .- - .- ,- - - JOB NO. : 30012 TEST NO DGTE 1471 03/07/86 1472 Q3/Q7/86 1473 03/Q7/86 1474 Q3/07/86 1475 Q3/07/86 1476 03/07/86 1477 03/07/86 1478 03/07/06 1479 03/Q7/86 1480 Q3/07/86 1481 Q3/07/86 1482 Q3/07/86 1483 03/07/86 1484 Q3/Q7/86 1485 Q3/07/06 1486 03/24/BC 1487 03/24/86 1408 03/‘24/86 142.9 Q3/24/86 1490 03/24/06 1491 03124186 1492 03124186 1493 03/24/86 1494 03/24/86 1495 Q3/24/86 1496 W/24/06 1497 03/24/86 1498 03/24/86 1439 03/24/86 1500 03/24/86 1501 03/24/86 150s Q3/24/86 1503 03/24/86 1504 03/24/86 1505 03/24/86 1506 03/24/06 1507 03/24/&E. 1508 Q3/24/86 1509 Q3/24/86 1510 03/24/86 1511 03/25/86 1512 03/=‘5/86 L 1513 Q3/2’5/86 1514 Q3/25/86 1515 03/25/86 &SlS 03/2.5/86 1517 03/25/86 -10 NFlME : CRRLSBFID ORKS TEST TYPE N N N N N N N N N N N N S N N N N N s N N S N N N S N N N N N N N N N N S N N N N N N N N N N ELEV. MOISTURE CONTENT DRY DENSITY 392 17.6 105. 6 365 15.3 107. a 366 15.6 106.8 367 14.9 lQ6. 2 360 23.8 96.0 370 15.1 1Q.a. 1 369 15.3 lQ7.4 371 14.9 107. 0 388 16.8 108.6 391 15.8 lc)a. 3 307 17.0 1Qtj.Q 386 14.6 106.4 368 17.6 103.8 383 16.2 105. 9 373 15.4 105.2 372 17.4 106.13 384 10.0 106.9 37z 16.4 105. a 373 17.6 104. a 372 16.6 106.8 370 16.2 105.1 373 19.0 107.2 370 ta. 9 104.0 373 19.6 103.6 374 19.2 104.1 306 17.6 lQ6.8 387 18.0 105. a 374 15.9 105. a 375 17.5 105.5 382 16. a 108.2 373 17.0 108.2 374 17.1 108.9 375 17.8 103.4 374 18.7 101.7 375 18.5 102.3 378 17.6 104. 1 364 16.8 103.7 373 16.4 106. 4 374 15.9 106.5 378 17. Q 106.7 379 16.8 103.5 380 16.D 104.3 376 16.2 105.3 381 17.7 101.7 377 18.0 101.1 378 16.8 107.8 379 16.8 lQ8.3 DRTE : 11/17/06 RELFlTIVE COMPRCTION SOIL TYPE RETEST 94 9 Q 94 14 Q 93 14 (3 92 14 0 a3 14 1584 93 13 0 93 14 0 92 13 0 94 13 0 96 9 Q 93 8 I) 91 16 0 92 3 0 93 8 0 92 8 0 94 8 0 95 9 0 91 13 0 91 14 0 92 13 0 92 a 0 94 a 0 93 9 0 92 9 0 92 9 0 94 6 0 94 9 0 94 3 0 94 9 Q 93 13 0 93 13 Q 94 13 0 91 8 0 90 9 0 91 3 Q 91 8 0 92 3 0 94 9 0 93 8 0 94 8 0 91 8 0 92 8 0 94 3 0 90 3 0 90 9 0 93 13 0 93 13 0 ..~ - - .- .-. - - .- _- .- .- .- - - - JOf3 NO. : 30012 TEST NO DFlTE TEST TYPE 1518 03/“‘5/86 t.. N 1519 03/“5/06 L S 1520 03/25/86 N 1521 03/25/86 N 1522 03/25/66 N 152’3 O3/25/86 N 1524 03/25/86 N 1525 03/25/86 s 1526 c13/25/06 N 1527 03/.25/86 N 1528 03/35/e& b N 1529 03/2:5/86 N 1530 03/25/06 N 1531 03/25/86 5 1532 03/26/86 N 1533 03/26/86 N 1534 03/26/86 N 1535 03/26/t?& N 1536 03/26/.66 N 1537 O3/26/86 N 1538 O3/26/66 N 1539 03/26/86 N 1540 03/26/86 N 1541 03/26/86 N 1542 03/26/86 s 1543 03/26/86 s 1544 03/26/86 N IS45 03/=‘6/86 L N 1546 03/26/86 N 1547 03/Z6/86 N 1548 03/26/86 N 1549 03/26/86 N 1550 03/26/86 N 1551 03/26/86 N 1552 03/26/86 N 1553 03/26/86 S 1554 O3/26/86 N 155s 03/26/86 S 1556 03/27/56 N 1557 03/27/86 N 1558 03/27/86 N IS59 03/27/86 N 1560 03/27/86 N 1561 03/27/86 s 1562 03/27/86 N 1563 03/27/86 s 1564 03/27/86 N TFlRLE I RESULTS OF COMPlXTION TESTS -10 NFIME: CFIRLSHRD OFlKS ELEV. MOISTURE CONTENT 370 17.0 107.9 93 13 0 373 16.3 107.3 93 13 0 374 14.3 105.5 91 13 ij 375 14. a 105.2 91 14 0 376 15.3 106.3 92 13 (3 377 15.3 108.2 93 13 0 378 16. 1 106. 5 93 14 0 385 15.3 105.6 91 I3 0 374 15.3 106. 5 93 14 0 377 16. 1 105.9 92 14 0 370 14.8 107.0 92 13 Cl 377 14.1 106.0 92 14 0 379 16.0 106.4 93 14 ,:, 382 14.2 106.4 93 14 0 383 14.3 107.6 93 13 0 383 15.2 106.7 93 I4 0 374 16.0 106.4 93 14 0 364 15.2 104.5 91 14 0 383 14.3 103.4 90 14 D 306 14.6 104.4 91 I4 0 390 20.6 101.6 90 9 0 392 ao. 7 101.6 90 9 0 384 21.4 104.3 92 9 D 306 23.0 102.4 91 9 0 391 17.6 105.3 91 13 0 388 14.6 10s. 9 91 13 0 386 23.0 102.4 91 9 0 392 14.1 105.9 91 16 0 333 16.5 105.6 93 8 0 394 14.3 105.7 91 13 cl 394 IS. 6 10s. 9 93 0 Cl 37s 1s. 3 106.5 93 14 0 376 14.3 105.8 92 I4 Q 380 14.8 105.9 91 13 0 377 16. 1 107. cl 92 I3 D 378 15.6 107.6 92 1C 0 380 14.9 107.7 94 14 0 379 17.6 108.5 94 13 cl 366 la.0 104.2 91 8 0 364 13.7 108.8 94 13 0 365 13.9 107.1 92 13 0 366 13.9 106.4 92 13 0 368 14.0 108.0 93 13 0 365 14.3 106.2 92 14 0 366 14.6 108.3 93 I3 0 367 13.6 107. s 93 14 0 369 15.3 107.7 94 8 0 DRY DENS I TY DRTE : 11/17/86 RELRTIVE COMPFICTION SOIL TYPE RETEST - .- .- - - - - - - JOE NO. : 30012 TEST NO DFITE 1565 03/27/86 1566 03/27/86 1567 O3/27/86 1568 03/27/86 156’3 <73/27/86 1570 03/27/86 1571 03/27/66 1572 03/27/86 1573 03/iZ7/86 1574 03/27/86 is75 03/27/86 IS76 03/E!7/86 1577 03/27/86 1578 03/27/86 1579 03/27/86 1580 03/28/86 1581 03/28/86 1582 03/28/86 1583 03/28/86 is84 03/28/86 1585 03/2a/ah 1586 03/28/86 Isa7 03/28/86 1588 03/28/86 1589 03/28/86 IS90 03/28/86 is91 03/2a/ah IS92 03/2’8/86 1593 03/28/86 1594 03/28/86 1595 03/28/86 1596 03/28/86 1597 03/28/86 1598 03/28/06 1599 03/28/86 1 COO 03/28/8b 1601 03/3Iiab 1602 O3/31/86 1603 03/31 /ac 1604 03/31 /a6 1605 03/31/86 1606 03/31/86 1607 03/31/86 1608 03/31/86 160’3 03/31/86 1610 03/31/86 1611 03/31/86 TFINLE I RESULTS OF COMPRCTION TESTS -10 NQME: CQRLSRFlD ORKS TEST TYPE N N N N N S N N N N N N N N N N N N N S N N N N s N N N N N S N N N N N N S N N s N N N N N N ELEV. MOISTURE CONTENT DRY DENS I TY 370 14. 1 108.5 367 13.1 108. 6 369 13.8 109. a 370 13. 1 106. 2 369 12. a 106.2 393 16.9 109.0 391 16.2 10s. 4 393 15.4 105. S 395 15.3 105.3 398 16.0 IOS. 3 394 17. 1 105.0 396 15.0 10s. 7 302 16.6 108.1 350 15.8 106. 4 361 15.4 103.6 348 16.2 104.3 350 17.3 105.8 352 16.4 106.2 370 16. a 104.5 360 15.3 104.3 358 14.2 107. S 361 13.2 106. a 362 IS. 2 102.5 364 14.6 106.3 365 16.3 108.9 396 15. a 106.1 391 15.0 110.1 392 13.9 105.4 393 13.1 105.3 398 14.2 106.9 397 14.9 103.7 398 IS. 1 106. a 400 14.2 108.9 400 14.0 110.6 401 15.0 107.9 401 13. I 105.9 39’3 14.4 105.9 400 16.6 ioa. 7 400 1s. 4 107. I 390 14.4 106.6 304 17.6 104.7 380 16.8 106.3 382 15. I 104.1 370 14.3 106.8 362 17.3 106.1 364 13.9 106.1 365 1s. 2 107.5 DFITE : 11/17/86 RELRTIVE COMPXTION SOIL TYPE RETEST 93 lb 0 93 16 0 94 16 0 91 16 Cl 91 I6 0 94 13 0 91 I3 0 91 13 0 92 a (1) 92 8 0 91 13 1:) 91 13 0 95 9 0 92 I3 I) 92 9 0 92 9 Cl 93 8 0 92 14 0 93 9 0 90 13 0 93 I3 0 92 I6 0 89 I4 1550 92 I4 0 96 8 0 92 14 0 9s I3 0 90 16 0 90 I6 c) 93 14 0 89 13 IS96 92 13 0 93 16 0 96 I4 0 93 13 0 91 16 0 91 16 0 94 13 0 92 13 0 93 14 0 92 8 0 93 8 0 91 I4 0 92 16 0 93 8 0 91 lb 0 93 13 0 .- - - - - - - - - - JOB NO. : 30012 TEST NO DRTE 1612 03131186 1613 o3/31 I86 1614 o3/31/86 1615 03/3I/ab 1616 03/31/86 1617 03/31/86 1618 O3/31/a6 1619 03/31/86 1620 O3/31/86 1621 03/31/86 1622 03/31/86 1623 03/31 I86 1624 rJ4/01/ac 1625 o4/01/86 1626 04/01/86 1627 04101 I86 1628 o4/01/86 1629 04/01/86 1630 04/01/86 1631 04/01/86 1632 04/oi/a6 1633 O4/OI/a6 1634 04/OI/a6 1635 04/Ol/a6 1636 04/01/66 1637 04/01/86 1638 04/01/86 1639 Q4/01/86 1640 04/02/86 1641 o4/o2/86 1642 04/02/B6 1643 04/02/ac 1644 04lQ2la6 1645 04/02/86 1646 04/02/86 1647 04/02/86 1648 04/02/86 1649 04/02/86 1650 04/02/86 1651 04/02/86 1652 04/02/86 1653 04/02/86 1654 04/03/86 1655 04/03/86 1656 04/03/06 1657 04/03/86 1658 04/03/86 TQBLE I RESULTS OF COMPQCTION TESTS - 10 NQME : CnRLSHRD ORKS TEST TYPE S N N N N N N N N N N S N N N N N N N s N S N N N N S N N N N N N N N N N N N N N N N N N N N ELEV. MOISTURE CONTENT DRY DENSITY 380 14.9 106.9 373 13.1 110. 0 361 14.9 103.7 380 15.2 107.3 381 14.2 108.4 382 13.2 10s. 9 378 15.6 106.2 380 14.9 107.6 379 13.7 106.2 392 14.2 106.9 381 13.0 106.0 382 15.6 108.0 3a4 14.4 106.7 380 15.9 106.6 371 16.2 106.6 372 16.6 105.1 370 17.0 105.8 370 lb. 1 104.7 3ao 17.3 106.1 380 lb. 9 104.3 381 IS. 1 107.6 380 17.6 104.3 381 16.6 105.1 362 IS. 3 104.2 373 17.2 103.2 394 16.3 106.8 375 16.3 106. 6 374 15.3 102.7 372 15.8 106.0 371 19.1 100.6 380 21.6 99.0 378 16. 1 106. S 377 ia. 1 100.3 376 16.2 103.2 375 15.2 107.7 361 22.4 96.6 362 21.1 99.8 412 15.6 106.2 380 16.8 104.4 350 15.4 106.6 361 20.3 99.7 360 17.8 106. a 363 16-B 10s. 8 354 17.1 104.9 358 IS. 9 103.7 362 20.6 99.3 363 16. I 105.4 DFlTE : 11/17/86 RELRTIVE COMPWTION SOIL TYPE RETEST 93 14 Q 94 16 0 a9 13 1615 93 13 0 93 16 0 91 I3 0 92 14 0 92 16 0 92 I4 0 92 13 0 91 16 0 93 13 0 93 14 0 94 8 Q 94 8 0 93 9 0 94 9 0 93 9 0 93 a 0 91 8 0 93 I3 0 91 8 0 93 9 Cl 91 14 0 91 8 0 92 13 0 94 8 0 30 8 0 92 14 0 92 2 0 90 2 0 92 I3 0 92 2 0 91 9 0 93 13 0 88 2 1652 91 2 0 92 14 0 90 13 0 92 I3 0 91 2 0 94 8 0 93 a 0 92 8 0 91 8 0 91 2 0 92 14 0 -~ -~ ,- - .- .- - - .- - - - JOB NO. : 30012 TEST NO DFlTE 1659 04/03/86 1660 04/03/86 1661 04/03/86 1662 04/03/86 1663 04/03/86 1664 04/03/86 1665 04/03/86 1666 04/03/86 1667 04/03/86 1666 04/03/86 1669 O4/03/86 1670 04/04/86 1671 04/04/86 1672 04/04/86 1673 04/(74/86 1674 04/04/86 1675 04/04/86 1676 04/04/86 1677 04/04/86 1678 04/04/86 1678 04/Q4/86 16.90 04/04/86 1681 04/04/86 1682 04/08/86 1683 04/08/BC 1684 04/oa/a6 1685 04/08/86 1686 04ma/a6 1687 04/08/86 1688 04/oa/a6 1689 04/08/m 1690 04/oa/ac 1691 04/08/86 1692 04/08/86 1693 04/08/86 1694 04/08/86 16% 04/09/06 1696 04/09/86 1697 04/09/86 1698 04/09/86 1699 04/09/86 1700 O4/10/86 1701 04/10/86 1702 04/10/86 1703 041 lo/a6 J704 04/10/86 1705 04/ 10186 TWLE I RESULTS OF COMPFlCTION TESTS -10 NRME: CFIRLSBQD ORKS TEST TYPE N N N N N N S N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N S N N N N N N N N N ELEV. MOISTURE CONTENT 346 19.8 104.2 Vl a (3 347 15.5 1 OS. 3 91 13 0 357 19.1 100.4 92 2 0 362 16. 1 103.7 92 9 0 360 16.5 102.7 91 9 0 358 21.9 98.5 90 2 lj 361 17.6 103.7 91 8 0 354 16.3 107.0 92 13 0 355 20.8 '38.6 30 2 0 374 15.4 107.1 93 14 0 353 ta. 4 100.0 91 2 0 353 20.2 99.9 91 2 0 423 16.4 105.5 91 13 lj 423 17.6 103.3 91 a 0 426 18. 1 101.3 8'3 8 1675 349 20.2 103.5 90 14 0 426 16.8 104.6 92 a 0 376 16. 1 109. Cl 94 13 Cl 378 1s. 1 105.8 92 14 0 376 14.2 104.7 91 14 0 377 17. 1 104.7 92 a 0 377 15.2 107.5 93 13 0 377 ia. 1 105.2 92 a 0 325 26.6 90.7 a0 9 1683 325 25.0 96.2 88 2 1684 32.5 25.5 34.4 86 2 1686 407 13.6 114.5 98 16 0 325 23.9 94. a 86 2 1690 407 13.8 114.6 98 16 0 406 14.3 112.6 97 16 0 365 19. 1 100.4 92 2 0 325 25. a 92.5 84 2 1691 326 23.2 93.0 85 2 1705 366 16. 1 106.6 92 13 0 367 15.8 105.2 91 14 0 408 15.1 103.9 90 14 0 362 19.8 100. 1 91 2 0 365 23.4 '37.6 83 2 1728 327 16.2 107.1 92 13 0 368 15.8 108.4 93 13 0 363 16.5 108. a 95 14 0 363 18.4 101.4 90 9 0 386 19.3 102.4 91 9 0 403 la. 6 101.9 90 9 0 406 13.6 101.2 90 9 0 404 19. 1 102.7 91 9 0 325 19.5 96. 1 88 2 1706 DRY DENSITY DQTE: 11/17/86 RELRTIVE COMPQCTION SOIL TYPE RETEST JO% NO. : 30012 -. TEST NO 1706 1707 1708 1709 .- 1710 1711 1712 - 1713 1714 1715 1716 ~- 1717 1718 1719 1720 1721 1722 1723 1724 1725 1726 - 1727 1726 1723 ,- 1730 1731 1732 1733 ,.- 1734 1735 1736 .- 1737 1738 1739 - 1740 1741 1742 1743 .- 1744 1745 1746 - 1747 1748 1749 1750 - 1751 1752 DQTE TEST TYPE ELEV. 04/10/86 S 3-G L 04/10/86 N 404 04/ 10/86 N 395 04/ 10186 N 396 04/ 10/86 N 363 04/10/86 N 364 04/ 10/06 N 363 04/10/86 S 364 04/ 1O/B6 N 360 04/10/86 N 363 04/11/86 s 364 04/11/86 S 377 04/11/06 N 327 04/11/86 N 362 04/il/a6 N 330 04/ 11 /a6 N 329 04/11/86 N 330 04/11/06 S 378 04/11/86 N 376 O4/ 1 i 186 N 377 04/11/86 N 348 04/11/66 N 380 04/11/06 N 363 04/11/86 N 364 04/11/86 S 363 04/11/86 N 364 Q4/ 14186 N 367 04/14/86 N 378 04/14/86 S 377 04/14/86 N 382 04/ 14/86 N 383 04/14/86 N 364 04/14/86 N 352 04/ 14/86 N 364 04/14/86 N 365 04/14/86 S 353 04/ 14/86 N 354 04/ 14186 N 356 04/14/86 N 355 04/14/86 N 378 04/ 14/86 N 376 04/14/06 N 376 04/14/86 S 376 04/14/86 N 354 O4/ 14/86 N 375 04/15/86 N 356 04/15/86 N 377 TQ%LE I RESULTS OF COMPRCTION TESTS -10 NFLME: CXRLSBRD OQKS DFITE: 11/17/86 MOISTURE DRY RELFITIVE SOIL CONTENT DENSITY COMPF\CTION TYPE 21. i? 17.1 16.4 17.5 18.2 16.6 16.4 17.0 17.4 17.1 18.3 17.6 26.5 20.7 26.4 29.2 25. 1 19.0 16.5 15.1 16.2 is. a 17.1 18.4 le.3 24 9 16:2 15.1 19.4 16.4 15.8 24. 1 19.1 19. a 18. 1 17.6 12.2 13.6 13.5 28.2 14.7 15.2 15.6 14.7 15.2 14.9 17.7 96.2 88 2 1718 105.6 92 14 0 104.6 90 13 0 103.9 91 8 0 103.9 92 3 0 105.7 91 13 0 106.7 93 14 0 104.0 91 a 0 106.6 94 a 0 103.7 92 9 0 105.2 92 a I, 106. 1 92 14 0 96.4 88 2 1720 102.2 90 8 0 95.1 a7 2 1721 91.3 a4 2 1722 95.4 a7 2 1822 105.5 91 13 0 106.8 93 14 0 106.5 92 13 0 108.3 93 13 0 110. 4 96 14 0 104.9 93 9 0 102.9 91 9 0 104.7 92 a u 95.0 87 2 1737 105.8 93 8 0 104.1 91 13 0 102.6 91 9 0 106.2 92 14 0 109.2 94 13 0 101.1 92 2 0 102.3 90 a 0 102.3 90 8 0 102.6 91 9 0 103.7 90 14 0 99.4 a6 13 1749 101.4 88 14 1751 111.9 96 14 0 92.7 a5 2 1748 99.2 ae 9 1755 96.0 85 9 1756 106.0 92 13 0 106.2 92 14 0 100.3 a9 9 1754 102.9 91 9 0 99. a 88 8 1757 RETEST TQBLE I RESULTS OF COMPXTION TESTS .~~ .-. - - .- - - .- .- - - JOB NO. : 30012 TEST NO DQTE 1753 04/15/86 1754 04/15/86 1755 04/15/86 1756 04/15/86 1757 04/15/86 1758 04/15/aE, 1759 O4/ 15186 1760 04/15/86 1761 O4/ 15/86 1762 04/1”J/ac 1763 04/ 15/86 1764 04/15/86 1765 04/15/86 1766 04/15/86 1767 04/15/86 1768 04/15/86 1769 04/ 16/86 1770 O4/16/86 1771 Q4/16/86 1772 04/16/86 1773 04/16/86 1774 04/16/86 1775 04/16/86 1776 04/16/86 1777 04/16/86 1778 04/16/06 1779 04/16/86 1780 04/ 16156 1781 04/ 16/86 1782 04/16/86 1822 04/21/86 la23 04/21/86 1824 04/21/86 la25 04/21/86 1.326 04/21/86 1827 04/21 /a6 182:8 04/21/86 1829 04/21/86 te30 04/21/86 la31 04/21/86 1832 04/21/06 la34 04/21/86 la35 04/21/86 1836 04/22/86 1837 04/22/86 ia3a 04/22/86 1839 04/22/86 -10 NQME: WRLSBFID OFlKS TEST TYPE ELEV. MOISTURE CONTENT DRY DENSITY N 378 13. a 101.8 N 375 15.2 101.3 N 378 15.4 103.8 S 37.3 15.6 104.9 N 379 16. 1 105.6 N 379 14.2 104.6 N 380 15.2 105.8 N 379 14.9 103.5 N 380 16.5 105.1 N 379 16.2 102.5 N 380 15.9 101.9 S 381 18.3 105.5 N 381 16.8 104.9 S 384 14.3 105.5 N 388 17.4 104.4 N 389 16.6 107.9 N 390 14. 1 103.8 N 392 16.2 103.1 N 393 16.4 100.0 N 394 16.8 101.3 N 387 16.3 101.3 N 386 17.5 100.8 N 403 15.9 103.9 S 380 16.3 105.6 N 384 16.9 105.6 N 381 16.4 104.6 N 386 16. 1 103.5 N 380 16.8 104.1 N 381 16. 1 103.7 N 382 16.6 105.4 N 325 16.7 100.3 N 325 23. 1 94.0 N 364 30.0 66.3 N 325 17.3 98. a N 386 16. 1 108.7 N 383 23.9 97.5 N 384 16.7 100.0 s 384 17.6 96. B N 384 15.7 103.1 N 383 16. 1 104.6 N 385 16. a 103.4 N 384 16.7 104.9 N 386 15.6 104.5 N 368 le. 1 103.2 N 368 17.a 106.3 N 370 17.6 106.0 N 367 17.4 105.8 DfiTE: 11/17/86 RELFITIVE COMPRCTION SOIL TYPE RETEST aa 13 1758 90 9 0 90 14 0 93 9 0 92 14 0 90 13 0 92 14 0 90 14 0 92 8 0 91 9 0 90 9 0 93 a 0 90 13 0 92 14 0 93 9 0 93 13 0 90 14 0 Vi 9 0 a9 9 1772 90 9 0 90 9 0 89 9 1779 92 9 0 91 13 0 93 a 0 93 9 0 92 9 0 ‘32 9 0 92 9 0 91 13 0 88 8 1823 8& 2 i 82s 79 2 ia28 87 a 2362 96 9 0 89 2 la31 a7 14 ia29 a4 14 1830 90 14 0 90 i3 0 91 a 0 91 14 0 91 14 0 91 9 0 93 8 0 93 8 0 93 8 0 .,~~ -- - -~ - -. - - .- - - - - .- ,- .- - JO% NO.: 30012 -10 NFIME: CRRLSBQD ORKS DRTE : 11/17/86 TEST NO 1840 la41 la42 1843 1844 1845 1846 la47 1848 la49 1850 la51 la52 la53 la54 la55 1856 1857 1858 ia59 1860 1861 1862 1863 1864 1865 1866 1867 1868 1869 1870 la71 1872 la73 la74 1875 1876 la77 1878 la79 1880 1801 1882 1883 1884 1885 DFITE TEST TYPE ELEV. MOISTURE DRY RELRTIVE SOIL CONTENT DENSITY COMPQCTION TYPE RETEST 04/22/86 N 364 16.2 102.7 91 8 0 04/22/86 N 364 17.7 102.5 91 8 0 04/22:/86 S 404 17.6 107.4 94 a 0 04/22/B6 N 402 la.3 104.5 92 e 0 04/22/86 N 399 17.4 107.0 94 8 0 04/2"/86 L N 402 18.2 105.2 93 9 0 cl4/22/86 N 364 16.9 104.9 91 14 0 04/22/a6 S 374 19.0 105.1 92 e 0 04/22/86 N 372 17.3 106.4 93 a 0 04/22/86 N 370 17.8 103.4 92 9 0 04/22/86 N 407 la.4 103.3 92 9 (3 04/22/86 N 404 17.6 106.8 94 a 0 04/22/86 N 404 le. i 104.3 91 14 0 04/22/86 S 403 18.3 103.7 91 8 0 04/22/86 N 405 17.8 105.8 94 9 0 04/22/86 N 406 17.2 104.6 92 a 0 04/22/86 N 407 18.2 105.2 92 8 0 04/23/86 N 352 19.6 101.0 90 9 0 04/23/86 N 354 17.2 102.6 91 9 0 04/23/86 N 355 13.3 106.0 91 13 0 04/23/86 N 350 12.9 106.3 91 16 0 04/23/86 S 352 17.0 106.1 91 13 0 04/23/86 N 354 17.6 103.6 91 8 0 04/23/86 N 355 la.3 103.6 91 a 0 04/23/86 N 349 17.4 103.0 90 8 0 04123186 N 352 17.8 103.4 91 8 0 04/23/86 N 351 17.2 105.5 93 8 0 04/23/86 N 370 16.9 103.3 92 9 0 04/23/86 N 368 19.2 100.5 92 2 0 04/23/86 N 372 18.9 99.9 91 2 0 04/23/86 N 376 17.6 104.1 91 a 0 04/23/86 S 406 19.0 103.3 91 8 0 04/23/86 N 405 18.0 101.8 90 9 0 04/23/86 N 408 16.9 106.6 92 13 0 04/23/86 N 406 17.4 105.5 92 14 0 04/23/ac N 407 18.1 107.4 93 13 0 04/24/86 N 398 16.2 105.9 94 9 0 04/24/86 N 400 17.2 102.0 90 9 0 04/24/86 N 395 13.9 105.1 91 13 0 04/24/aE. N 397 19.6 95.0 87 2 la80 04/24/86 N 398 21.8 101.6 90 9 0 04/24/86 N 408 20.6 103.3 91 8 0 04/24/86 N 400 15.7 107.1 92 13 Cl 04/24/86 N 407 18.6 104.7 92 a 0 04/24/66 N 404 19.7 104.3 91 8 0 04/24/86 N 400 16.9 106.8 93 14 0 04/24/86 N 406 19.1 103.4 91 8 0 TFlBLE I RESULTS OF COMPFICTION TESTS -~ .- - .- - .- - .- _- .- .~- - - - - .- ,- JOB NO. : 30012 TEST NO DQTE TEST TYPE ELEV. MOISTURE CONTENT DRY DENSITY 1887 04/24/86 N 404 18.2 106.1 1888 04/24/86 N 40s 17.3 102.6 it389 04/24/86 S 400 17.6 104.3 ia90 04/24/86 N 404 18.3 10s. 3 1891 04/24/86 N 406 16.2 104.0 1892 04/24/E% s 406 16.3 104.6 1893 o4/=#4/86 L N 408 17.8 105.6 1094 04/24/86 N 411 18.4 lU4.1 1895 04/24/86 N 409 17.1 104.4 1896 04/24/86 N 404 13.2 105.1 ta97 04/25/86 N 407 20.6 103.9 1898 O4/25/86 N 416 ia. 4 102.1 la99 04/2S/86 S 417 17.6 97.5 1900 04/25/86 N 415 16.3 106.3 1901 o4/25/86 N 411 18. 1 104.0 1902 o4i2wa6 N 410 18.6 103. a 1903 04/25/86 N 412 16.5 103.7 1904 04/25/86 N 373 17.8 10s. 4 1905 04/25/.X N 374 16.8 10s. 4 1906 04/25/86 N 384 16.6 107.2 1907 04/25/86 N 384 is. 5 110.0 1908 04/2,5/86 N 376 16.2 103.0 1909 04/2:5/86 S 380 16.3 loa. 5 1310 04/26/06 N 38s 1s. 9 10s. 1 1911 04/26/86 N 386 16.3 108.7 1912 04/26/86 N 388 17.1 105.6 1913 04/26/86 N 419 15.8 108.3 1914 W/26/86 N 41.5 17.4 104.4 1915 04/26/t36 N 412 18.3 104.9 1916 04/26/86 S 412 17.6 10s. 0 1917 04/26/86 N 408 17.2 106. l 1918 04/26/86 N 407 18.2 102.5 1919 04/26/86 N 410 17. a 104.1 1920 M/26/86 N 418 13.5 110. 1 1921 04/26/86 N 417 13.4 110.5 1922 04/26/86 N 416 14.2 108.2 1923 o4/26/86 N 420 1s. 3 ioa. 2 1924 04/26/86 S 422 14.3 110.8 192s 04/28/86 N 424 13.8 109.2 1926 04/28/86 N 426 14.3 110.1 1927 04/20/86 N 420 18.8 106.1 1928 04/28/86 N 420 17.6 108. s 1929 04/28/86 N 423 17.2 108.6 1930 04/28/86 N 380 16.8 108.2 1931 04/2a/a6 S 371 17.6 109.9 1932 04/28/86 N 372 16. 1 loa. 4 1933 04/28/86 N 368 18. 1 107.4 TRBLE I RESULT5 OF COMPWTION TESTS -10 NF)ME: CRRLSBQD 5FlKS DQTE : 11/17/86 RELRTIVE COMPFlCTION SOIL TYPE RETEST 93 8 0 91 9 0 91 14 0 91 13 0 90 14 0 91 14 0 94 9 0 91 8 0 92 8 0 92 8 0 91 8 0 90 8 0 86 9 19ocl 92 13 0 91 8 cl 91 a 0 92 3 0 92 8 0 92 8 0 92 13 0 9s 13 (3 94 13 0 94 l3 0 91 14 (j 94 13 Cl 93 a 0 94 14 0 92 a 0 92 a 0 33 9 0 94 9 0 90 8 0 92 9 0 96 14 0 9s 13 0 34 14 0 94 14 0 96 13 cl 94 16 0 9s 16 0 93 8 0 9s 8 0 95 8 0 93 13 0 96 8 0 96 9 0 34 8 0 .~~~ - - - -. - - - - -. - - - - .- .- - JOB NO.: 30012 TEST NO DRTE TEST TYPE ELEV. MOISTURE CONTENT DRY DENSITY RELQTIVE COMPFiCTION SOIL TYPE RETEST 1934 04/28/86 N 427 17.3 107.1 95 9 (3 1935 04/3O/06 N 430 18.B 107.2 94 8 0 1936 04/28/66 N 382 17.4 lf~8.0 94 14 0 1937 04/2wa6 S 410 19.0 108.1 9s 8 0 1938 04/2a/a6 N 409 18.3 107.5 93 13 0 1939 04/28/86 N 411 18.5 107.0 34 8 Q 1941) 04/26/86 N 412 14.2 107.5 93 13 0 1941 O4/28/66 N 374 18.2 1m. 5 91 9 0 1942 04/28/86 N 37s 17.‘3 101.5 90 3 0 1’343 04/28/86 N 423 17. s 104.6 33 9 0 1944 04/28/86 N 430 18.3 105.2 32 a 0 194s o4/2a/a6 N 432 17.6 lO7. 8 3s a 0 1946 04/28/86 S 434 16.3 104.8 92 a 0 1347 04/29/86 N 436 17.4 10s. s 94 9 0 1948 04/29/86 N 436 17.2 104.8 33 9 0 1949 04/29/86 N 440 17.4 103.8 92 3 0 1950 04/29/86 N 412 17.9 107.5 93 13 0 1951 04/29/06 S 412 17.6 106.0 33 8 0 1952 04/29/86 N 386 14.6 111.0 9s 16 0 1953 04/29/86 N 387 17.1 105.0 92 8 0 1954 04/29/86 s 389 19.8 106.1 33 8 0 195s 04/29/06 N 386 17. a 104.8 92 a 0 1956 04/29/86 N 388 1a. 2 102.9 91 3 0 1957 04/29/86 N 390 17.1 105.6 91 13 0 1958 o4/29/ac s 391 18.3 104.4 92 8 0 1959 04/29/86 N 428 20.2 97.8 87 3 1960 1960 04/29/86 N 428 16.3 104.2 91 14 0 1961 04/29/06 N 392 17.2 102.9 91 9 0 1962 04/29/86 S 390 17.6 106.2 32 13 0 1963 04/29/86 N 391 17.2 lCl4.0 91 a 0 1964 04/29/86 N 334 17.6 104.1 91 14 0 1364 04/29/86 N 393 16.2 102.9 91 3 0 1966 04/29/86 N 380 18.1 10s. 2 92 8 0 1367 04/3o/aE, N 384 18.8 103.2 91 9 0 1968 04/30/86 N 386 la.2 106.8 92 13 0 1969 04/30/86 N 373 13. a 107.6 93 13 0 1970 04/30/86 N 392 14.0 108. 9 94 13 C) 1371 04/30/86 N 370 13.1 109.9 9s 13 0 1972 04/30/86 N 394 14.3 109.5 34 16 0 1973 04/30/86 S 370 IS. 6 110.9 36 13 0 1974 04/30/86 N 368 13. a lO9.1 94 16 0 197s 04/30/86 N 369 14. a 109.3 94 16 0 1976 04/30/86 s 37s 14.9 109.4 94 16 0 1977 04/30/86 N 363 15.3 107.7 93 13 0 1978 04/30/86 N 374 16.2 108.3 94 14 0 $979 04/30/86 N 373 16.8 10s. 1 93 9 0 1980 04/30/86 N 374 17.3 103.9 92 9 0 TWLE I RESIJLTS OF COMPFlCTION TESTS -10 NRME: CFIRLSSr7D OQKS DFLTE: 11/17/86 -- -~ - - - - - - .- - - - - - - JOB NO. : 30012 TEST NO DFlTE TEST TYPE 1981 04/30/06 s 1902 04/30/86 N 1983 04/30/86 N 1384 o4/30/86 N 1985 04/30/86 N 1986 04/3;0/86 S 1987 OS/O1 /Q6 N 1988 Cl5/01/86 N 1989 OS/Ol/86 N 1990 OS/O1/86 N 1991 os/Ol/a6 N 1992 OS/O1 /86 N 1393 os/Ol/ab N 1994 OS/O1/06 N 1995 OS/Ol/86 N 1996 OS/Oi/86 s 1997 m/01/86 N 1998 05/01/86 N 1999 C~5/01/86 N 2000 OS/O1 /a6 S 2001 cci/~l/86 N 2002 05/01/86 N 2003 QS/Ol/BC N 2004 OS/O1 /86 N 2005 OS/Ol/86 N 2006 OS/O1 /a6 N 2OO7 OS/O2/06 s 2008 OS/O2/86 N 2009 os/o2/a6 N 2010 OS/O2/86 N 2011 OS/O2/86 N 2012 os/o2/ac N 2013 ‘X/02:/86 N 2014 OS/Q2/.36 S 2015 QS/O2/86 N 20 16 OS/Q2/86 N 2017 05/02/86 N 2018 05/02/86 5 2019 OS/O2/86 N 2020 05/02/a6 N 2021 OS/O2/86 N 2022 Q!i/O2/86 S 2023 OS/O2/86 N 2024 OS/O;?/86 N 202s 05/03/86 N 2026 05/03/86 N 2027 OS/O3/86 N TRRLE I RESULTS OF COMPRCTION TESTS - 10 NFIME: CFlRLSRFID DRKS ELEV. MOISTURE 383 17.6 102.5 90 8 0 384 18.1 103. 8 92 9 0 385 1s. 1 111.0 9s 16 I:1 337 16.6 108.2 93 13 0 393 16.8 107.1 9s 3 0 396 15.6 109.6 94 13 Q 398 14.8 106.4 91 16 0 374 16.3 107.3 93 14 0 375 is. a 109.5 94 13 0 376 15.0 109.5 94 13 0 371 15.6 106.7 92 13 0 380 14.7 107.4 93 13 0 368 16.6 108.6 94 14 0 376 17.0 IOS. 9 92 14 0 365 16.9 106.2 92 14 0 372 16.3 109.2 97 9 0 366 19.6 10s. 7 93 8 0 370 ia. 8 106.7 34 8 0 364 13.2 103.7 91 8 (3 363 19.0 102. a 91 9 0 366 17.8 108.3 33 13 0 368 17.4 107.7 94 a Cl 367 16.2 110.2 36 14 0 380 IS. 9 108.5 34 13 0 408 16.4 108.6 94 14 0 409 17.8 104.9 33 9 0 398 17.6 108.9 94 13 0 412 19.1 106.0 93 8 0 392 18.6 102.5 31 3 0 393 19.2 103.7 92 9 0 362 18. 1 10s. 2 92 8 0 364 11.6 106.4 96 9 0 333 16.8 105.5 92 14 0 392 16.3 10s. 2 91 13 0 336 17.2 103.9 92 3 0 402 1s. 3 103.7 90 14 0 364 17.1 104.0 91 8 0 373 17.6 106.6 94 8 0 366 16.4 10s. 5 32 14 0 367 16.9 108.7 94 13 0 370 18. 1 107.0 94 a 0 373 la. 3 107.1 94 8 0 374 17.5 106.3 93 8 0 375 16. 1 105.8 92 14 0 380 14.7 108.5 94 13 0 381 14.4 10s. 4 91 13 0 377 1s. 9 105.3 91 13 0 CONTENT DRY DENSITY DRTE: 11/17/86 RELFITIVE COMP?XTION SOIL TYPE RETEST - TFlRLE I RESULTS OF COMPFlCTION TESTS JOB NO.: 3QQ12 -10 NRME: CFIRLSBFID OFlKS DFIi-E: 11/17/86 - TEST NO 2tj28 - ec12y 203Q 2031 - 2032 2033 2034 - 203s 2Q36 2037 2038 - 2'038 2039 2040 - 2041 2Q42 2043 2044 2045 2046 2047 - 2048 204'3 2Q53 - 2054 2Q55 2056 21357 - 2050 205'3 2Q6Q - 2QEl 2062 2063 _ 2'064 2065 2066 2067 - 2c)ba 2069 2070 - 2071 2Q72 2073 _ 2074 go75 2Q76 - DRTE TEST TYPE ELEV. MOISTURE CONTENT DRY RELnTIVE SOIL DENSITY CONPi=KtTION TYPE 05/03/E% N 379 14.6 107.7 93 05/03/Bb N 377 15.1 110.1 97 Q5/03/86 N 378 17.1 104.4 92 Q5/03/ac N 377 14.2 110. 4 75 Qs/m/aG N 363 17.7 103.9 7s Q5/03/86 N 364 ia. 3 1QQ. S '32 Q5/03/86 N 362 21.2 105.4 CJb QS/Q3/06 N 380 22.Q 102.6 74 Q5/03/86 N 381 21.6 105.4 96 Qs/Q3/ab N 383 18.4 105. '2 91 Q5/03/86 N 362 13.3 105.8 93 QwQ=i/a6 N 381 17.7 100.3 92 QS/QS/Bb N 365 16.2 tQ4.b 92 os/m/aF, N 378 la.2 104.6 92 Q5/05/8b N 380 17.5 100.8 92 Q5/05/86 N 382 16.9 102.1 93 05/05/86 N 372 17.7 104.8 92 Q5mwac N 381 22.7 99.3 Tl Q5/05/ab N 387 14.9 106.3 92 05/05/8b N 388 15.1 107.6 93 05/05/86 N 382 14.2 104.4 90 05/m/86 N 383 17.3 101.2 92 OS/OS/86 N 385 1'3.8 101.3 92 QS/Qb/86 N 383 16.3 106. a 93 QWQb/ab N 384 15.1 106.5 92 Q5/06/8b N 386 15.3 105.3 92 QS/Qb/86 N 383 15.4 106.2 92 Q5/Qb/86 5 374 14.9 lQ8.4 93 Qs/Q6/a6 N 376 17.6 105.1 93 05/06/86 N 372 17.8 103.2 91 QS/Qb/% N 375 15.8 106.7 92 QFi/QLj/Bb N 374 16.1 105.8 91 QWQ6/86 N 375 17.4 107.2 92 05/06/86 N 376 16.4 105.3 92 Q5/Qb/a6 S 375 la.3 107.0 94 QWQ6/86 s 376 17.1 105.2 93 QS/O6/06 s 397 16.4 104.5 93 Q5/06/86 N 373 15.4 105.5 92 QwQwa6 N 373 16.0 105.9 91 05/06/86 N 375 lb.4 107.9 93 QS/Q&/8b s 377 16.3 105.1 91 05/06/86 N 3a3 17.6 107.5 94 Q5/06/86 N 386 17.2 iQ8.5 96 Qs/Q7/ab N 365 16.6 107.Q 95 Qsm7/86 N 368 15.2 107.2 92 QS/Q7/86 N 373 14.1 105.7 91 QS/Q7/86 N 390 lb.2 106.8 93 13 13 8 13 2 2 2 2 2 14 8 2 a 8 2 2 a 2 13 1 1 1 13 13 9 9 13 13 13 14 8 9 9 14 13 13 14 8 9 9 13 lb 14 RETEST 0 0 0 0 0 0 0 Q Q 0 0 0 0 0 0 0 Q 0 0 0 0 0 0 0 0 Q Q 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 cl 0 JOB NO. : 30012 TEST NO 2077 2078 2079 2QaQ .- 2081 2Q82 2.083 - 2084 2Q85 2Q86 2087 - 2:oaa 2Q89 2090 - 2:091 2092 2093 - 2094 2QT5 2Q96 2’097 - 2098 2999 2100 2101 2102 2lo3 2104 - 2105 2106 21Q7 - 2108 2109 2:11Q - 2111 2112 2113 2114 .- 2115 2116 2117 .- 2118 2119 212Q 2121 .- 2122 2123 - DRTE TEST ELEV. MOISTURE DRY RELRTIVE SOIL TYPE CONTENT DENSITY COMPRCTION TYPE RETEST 05/07/86 s 388 14.3 107.6 93 13 Q 05/07/8b N 3ac 15.6 106.2 92 14 0 O5/Q7/86 N 376 16.7 103.5 92 9 0 05/07/86 N 397 14. a 105.7 91 13 0 m/67/86 s 378 14.9 104.4 91 14 Q QS/O7/8b N 378 15.5 107.2 92 13 Q ccl/Q7/ac N 375 17.2 lQ7.2 134 8 Q QSlQ7/86 N 383 16.2 105.9 94 9 Q m/07/86 s 383 lb.3 106.7 94 a Q Q5/07/86 N 300 14.9 106.0 91 lb Q QS/Q7/86 N 378 15.6 106.2 92 14 Q 05/07/06 s 383 19.0 104.0 91 a 0 QS/Q7/86 N 379 15.2 106.0 92 14 0 Q5/07/86 N 380 is.8 106.9 92 13 0 Q5/Q7/86 N 378 15.6 104.7 91 14 Q Q5/08/ab N 386 16.4 104.6 90 13 0 Q5/08/86 N 382 lb.2 107. 1 92 13 Q QS/Qt3/86 s 383 16.3 105.2 93 9 0 Q5/00/86 N 400 16.2 104.8 92 a 0 Q5/08/8b N 398 15.9 106.2 91 0 0 Q5/08/86 N 390 lb.4 105.2 91 13 0 Qs/oa/ac N 404 lb.8 107.4 94 a I:, 05/Qa/a6 N 408 16.6 103.7 92 9 (j os/oa/a6 N 382 1s. 9 107.3 93 13 Q Qs/Qa/86 N 3a3 17.2 104.2 91 a 0 owoa/ac N 384 13.3 107.3 92 0 0 Q5/08/86 N 403 13.7 104.7 91 14 0 Q5/08/86 N 38b 14.2 107.2 93 14 0 05/08/8b N 3ao 14.0 107.5 73 13 0 Q5/08/86 S 382 13.6 108.7 94 13 Q QS/Q8/86 N 386 13.8 106.2 92 14 0 QWQ8/06 N 387 14.8 105.7 91 13 0 05/00/86 N 336 la.6 101.8 a9 a 2112 05/08/86 N 372 lb.1 106.6 92 13 0 05/Qi3/86 N 378 16.6 105.7 91 13 0 Q5/09/86 N 337 2Q. 1 102.7 90 a 0 Q5/09/a6 N 34Q lb. 1 106.5 93 14 0 CE/Q9/86 N 341 16.8 106.3 92 13 0 Qs/o9/a6 S 342 lb.3 105.4 93 a 0 Q5/09/86 N 340 25.2 94.3 86 2 2118 OS/Q9/86 N 339 22.4 102.8 90 a 0 Q5/09/86 N 340 19.4 102.0 93 2 0 QS/Q9/86 N 342 15.1 103.6 90 14 0 QS/Q9/86 N 341 16.3 105.6 94 9 0 05/09/M S 343 15.6 103.4 90 14 0 QS/O9/86 N 346 16.6 105.3 92 a 0 QS/Q9/86 N 384 16.2 105.9 92 14 0 TFIBLE I RESULTS OF CONPFICTION TEST5 -10 NFINE: KFlISER DRTE : 11/17/06 -~~ - - .- - - - - ,- - - - - - - JOB NO.: 30012 TEST NO DRTE 2124 05/09/86 2125 05/09/86 2126 QWQ9/86 2127 Q5/Q9/86 2128 Q5/1Q/ab 2129 QS/lQ/86 2130 05/~0/86 2131 Q5/10/86 2132 Q5/10/86 2133 Q5/10/86 2134 QS/lQ/86 2135 Q5/1Q/a6 2136 05/10/86 2137 Q5/1Q/86 2138 Q5llQl86 2139 owio/ab 2140 Q5/10/86 2141 Q5llQl86 2142 Q5/ 10/86 2143 QF,/lQ/86 2144 Q5/10/86 2145 Q5/1Q/86 2146 05/12/86 2147 m/12/86 2148 Q5/12/86 214'3 Q5/12/86 2150 05/12/86 2151 Q5/12/86 2152 05/12/06 2153 Q5/12/86 2154 Q5/12/Sb 2155 05/12/86 215b Q5/12/86 2157 m/12/86 2158 Q5/12./%6 2159 W/12/86 2160 05/12/86 2161 Q5/12/66 2162 05/12/86 2163 05/12/86 21b4 Q!i/12/86 2165 05/12/86 2166 QS/12/86 2167 Q5/12/86 2168 05/12/86 ?I69 m/13/86 ii70 Q5/13/86 TFIELE I RESULTS OF COMPKTION TESTS -10 NRME: KFlISER TEST TYPE N N N S N N N N N N s N S s N N N N N N N N N N S N N N N N N N N N S N N N N N N N N N N s N ELEV. MOISTURE CONTENT DRY DENSITY 386 16.7 104.9 388 15. a 103.3 386 17.3 104.1 390 15.6 107.8 380 16.6 104.5 382 15.9 105.8 344 24.1 96.1 343 22.1 76.8 345 21.8 113.7 344 16.1 105.8 346 16.3 lob.2 350 15.2 103.8 348 14.9 lob.4 363 17.b 104.6 364 15.7 104.2 349 ia. 2 103.6 351) ia. 6 102. a 346 17.3 104. s 350 16.9 103.7 351 17.2 105.7 340 16.6 103.9 341 17.3 104.7 386 15.1 103.9 387 17.1 105.2 3913 17.6 105.0 389 16.3 105.2 380 17.6 103.7 3’84 20.9 104.1 388 16. a 101.3 388 17. Q 101.9 348 17.0 lQ4.1 349 17.6 104.5 350 18.4 105.1 352 18.6 106.3 389 16.3 104.0 390 16.8 105.0 384 17.2 105.3 340 16.4 104.5 381 16.1 107.1 370 lb. a 104.5 300 17.8 105.9 382 ia. i 104.5 388 17.2 103. a 384 19.3 104.3 386 18.3 102.4 384 17.6 104.0 392 17.4 105.5 DRTE: 11/17/86 RELFlTIVE CONPiXTION SOIL TYPE RETEST 93 9 Q 90 14 0 92 9 Q 93 13 0 93 9 0 92 14 0 aa 2 2131 88 2 2132 92 2 13 71 13 (3 92 13 0 90 14 0 71 0 0 93 9 (3 90 13 Q 92 9 Q 91 9 Q 92 8 Q 72 9 0 93 8 0 90 13 0 93 9 Q 90 14 Q 92 a Q 92 a I) 93 9 0 72 9 Q 91 a 0 90 9 0 90 9 0 91 8 0 93 7 0 32 8 0 93 a 0 92 8 0 91 13 0 92 a 0 93 9 0 92 13 0 92 a 0 93 a 0 92 a Q 92 7 0 91 a 0 91 9 0 90 14 0 92 14 0 - - - ~.- .- - - - - - .- .- - JOB NO.: 3oQ12 TEST NO DflTE 2171 oS/i3/86 2172 05/13/86 2173 OS/13/86 2174 OS/ 13186 2175 05/13/86 2176 OS/13186 2177 (X/13/86 2178 OS/13186 2.l.79 owl3/ab 2180 05/l3/86 2181 OS/l3/86 2182 Q5/13/86 2183 OS/13/86 2184 OS/ 13186 2185 OS/ 13/&s 2186 05/13/06 2187 05/13/86 2188 QS/l4/86 2ia9 OS/14/56 219Q OS/l4186 2191 O5/14/86 2192 OS/l4186 2193 OS/l4/86 2194 OS/l4186 21% OS/14/86 2196 OS/l4/86 2197 OS/l4/86 2128 OS/14186 2139 QS/L4/8b 2200 05/14/86 2201 QS/14/86 2i202 QS/l4/86 2203 05/14/86 2204 US/l4186 2205 OS/14/86 2206 05/14/86 2207 Qwi4ia6 2208 OS/14186 2209 05/14/aE, 2210 OS/14186 2211 QS/lS/86 2212 OS/15/86 2213 OS/ 15/86 2214 OS/lS/86 2215 OS/15/86 2216 05/15/86 2217 05/15/86 TRBLE I RESULTS OF COMPWTION TESTS -10 NQME : KFlISER TEST TYPE N N N N N N N N s N N N N N S S N N N N s N N N N N N N N S S N N N N N N N N N N N N S 5 5 S ELEV. MOISTURE CONTENT DRY DENSITY 390 lb.9 102.3 383 17.4 106.6 389 20.2 106.0 365 16.4 102.7 365 17.7 103.1 370 19.6 100. 0 368 22.2 100.6 37s 16.6 104.5 370 19. Q 101.8 304 la.6 104.6 366 17.4 105.3 370 16.a 103.9 39Q 17.4 104.2 383 16.3 103.0 382 16.9 102.9 387 19.8 105.3 388 16.1 103.6 371 16.0 103.3 390 17.8 103.2 392 18.8 104.0 363 18.3 103.0 381 17.S 104.3 358 27.1 93.0 358 21.6 99.2 356 27.3 92.1 370 23.3 101.3 370 23.1 101.8 385 16.0 105.5 385 13.8 101.5 29s 17.6 100.1 293 19.0 95.6 350 17.4 104.0 352 18.2 102.9 339 24.0 92.9 339 25.7 94.5 339 17.5 103.4 372 21.2 102.2 372 21.0 101.6 374 22.0 102.0 384 '21.4 lce.7 385 25.2 108.0 385 24.3 107.4 307 24.0 106.5 380 22.7 103.4 376 23.2 103.4 37s 21.6 103.0 362 22.1 105.2 DRTE : 11/17/ac RELFITIVE COMPACTION SOIL TYPE RETEST 91 74 0 94 a 0 93 8 0 91 9 0 91 9 0 91 2 0 92 2 Q 92 a 0 20 9 Q 92 8 0 91 13 ‘3 90 14 0 91 14 D 90 14 0 91 3 0 '32 8 Q 92 9 0 90 14 0 91 9 0 91 8 0 30 14 Q Yii 9 0 86 2 2194 91 2 Q a4 2 2218 90 9 0 90 9 0 94 9 0 90 9 0 8.9 8 22Qi 84 8 2219 91 8 0 90 a 0 a5 2 220s 86 2 2206 92 9 0 91 9 0 90 9 0 90 9 Cl 91 9 0 95 8 0 94 8 0 93 a 0 92 9 0 92 9 0 94 2 0 92 a 0 _ - .- - - - - - - - - - - - - JOB NO. : 30012 TEST NO DFlTE 2215 OS/l5/86 221’3 QS/lS/86 2223 OS/ IS/86 $32 1 QW lw86 2’222 05/15/86 2223 OS/lS/86 2224 QS/l5/86 2225 OS/l5/86 2226 05/15/86 2227 OS/15/86 ;1228 05/15/B6 2;z;2g 051 is/a6 2230 05/16/86 2231 05/16/86 2232 05/16/86 2233 05/16/86 2234 OS/lb/86 235 OS/16/66 2236 QS/16/86 2237 QS/l6/86 2238 QS/16/86 2239 05/16/86 2240 OS/ 16/86 224 1 OS/ 16/86 2242 05/16/06 2243 QS/l6/86 2244 o5/16/86 2245 QS/l6/86 2246 OS/ 16/86 2247 Q5/16/86 2248 Q5/16/86 2249 OS/l7/86 2250 05/17/86 2251 Q5/17/86 2252 OS/l7/86 2253 OS/l7/86 2254 OS/17/86 2.Dy3 L OS/l7/86 2256 QS/17/86 2257 OS/17/86 2258 05/17/86 2257 OS/l7/86 2260 OS/l7/86 2261 OS/l7/86 2262 OS/l7/86 ?2b3 OS/l?/86 2264 OS/19/86 TRBLE I RESULTS OF COMPQCTION TESTS -10 NRME: KRISER TEST TYPE ELEV. MOISTURE CONTENT DRY DENSITY S 359 24.2 102.7 N 293 2s. 2 105.0 N 364 23.2 100.7 N 363 17.4 106.3 N 365 17.1 107.9 N 330 18.4 103.7 N 366 17.5 107.7 S 368 19.0 106.1 N 373 10.1 106.2 N 376 17.3 107.8 S 391 12.0 109.4 S 392 17.6 106.5 N 393 19.3 103.8 N 370 la.5 108.3 N 373 17.6 105.6 N 380 18.0 106.3 N 388 17.2 106.2 N 380 17.1 109.5 N 371 17.9 108.3 N 374 17.6 1lQ.Q N 3&31 17.8 108.1 5 388 17.6 108.2 S 384 19.a 102.9 N 393 18.3 104.9 5 372 18.3 106.5 N 382 17.6 166.1 N 373 17.3 105.0 N 390 18.8 107.1 N 385 16.6 104.5 N 386 16.9 104.7 N 390 17.7 105.2 N 351 18.4 102.9 N 348 20.4 101.~ N 350 21.1 99. a N 353 17.2 105.3 N 374 19.3 100. 4 N 378 la.6 102.4 N 374 17.4 103.6 N 3s3 ia. 1 101.4 N 354 19.2 101.0 N 358 17.8 103.1 N 359 17.4 102.7 N 356 16.7 102.5 N 360 16.2 105.3 N 354 ta. 4 102.7 N 388 22.3 97. a N 388 21.9 99.4 DFITE: 11/17/86 RELRTIVE COMPRCTION SOIL TYPE RETEST 94 2 (3 92 a Q 92 2 Q 93 8 0 93 13 Q 32 9 Q 93 13 0 93 a 0 94 7 0 93 13 0 92 5 0 93 8 0 92 5 Q 91 5 Q 93 8 Q 93 a 0 93 a Q 94 13 0 93 13 0 9s 13 Cl 95 8 Q 95 8 0 91 9 Cl 92 a 0 93 8 0 91 13 0 93 9 Q 94 8 0 93 9 0 90 13 0 91 13 0 90 8 0 93 2 0 21 2 0 93 9 Q 92 2 0 90 a Cl 90 14 0 90 9 0 90 9 0 90 a 0 91 9 0 90 a Q 21 13 0 9Q a 0 89 2 2264 91 2 0 - SO8 NO. : 30012 .~ TEST NO 2265 .- 2266 2267 2266 - 2269 2270 2271 - 2272 2273 2274 2275 .- 2276 2277 2'278 .- 2279 ‘Z280 2281 2a82 ,- 2283 2204 2285 .~- 2206 2287 2288 I 2289 2290 2291 2292 - 2293 2294 229s - 2296 2297 2298 .- 2297 2300 2301 2302 .- 2303 2304 2305 .- 2306 2307 2308 2309 .- 2310 2311 .- DRTE TEST ELEV. MOISTURE DRY RELRTIVE SOIL TYPE CONTENT DENSITY COMPKTION TYPE RETEST 05/19/86 N 392 19.9 100.3 92 2 Q 05/ 19/86 N 393 19.4 103.3 32 9 0 OS/19/06 N 3'34 16.3 105.3 33 7 0 O5/19/66 s 397 17. a 102:2 31 9 0 OS/ 19/86 N 390 17.6 105.3 93 9 0 oS/i9/86 N 393 . .a1 8 40.8 90 2 0 05/19/86 N 376 22.6 99.1 90 2 ,:I OS/19/86 N 378 17.7 98.6 70 2 0 oS/17/86 N 387 20.8 98.6 90 2 0 oS/iY/aF; N 388 21.2 98. e 90 2 c, OS/ 19/E% N 3au 21.6 99.1 90 2 0 OS/17/86 N 305 20. 0 100.8 92 2 0 OS/lY/86 s 3'32 20.5 100. 7 90 1s 0 05/19/86 N 380 22.4 99.8 91 2 0 05/19/86 N 3'31 20.8 Y9.2 91 2 0 05/19/86 N 394 21.5 102.3 91 9 Cl OS/19/86 N 378 20.6 101.2 91 15 (3 OS/ 19186 s 378 19.0 101.6 90 3 0 05/19/86 N 392 1'3.4 103.7 31 a 0 m/19/86 N 391 18.6 106.6 94 a 0 oSjlY/a6 N 393 17.3 104.1 91 8 0 OS/20/86 N 394 16.4 102.7 91 9 0 05/20/86 N 384 17.2 105.9 93 a 0 ow2wa6 s 380 19.8 1O6.6 94 8 0 os/2o/ac N 382 16.1 104.7 93 7 0 OS/20/86 N 3'30 14.9 106.4 91 16 0 05/20/86 N 379 21.2 102.0 90 9 0 os/2o/ac N 388 19.6 100.7 90 15 0 05/20/86 N 392 17.8 105.4 92 a 0 QS/20/86 N 396 19. a lO2.B 91 9 0 OS/20/66 s 390 17.6 106.0 92 14 Q o5/2o/ac N 383 20.1 99.8 90 15 0 05/20/86 N 384 19.4 100.7 90 15 0 os/2i~/aC N 388 22.3 98.2 90 2 0 oS/20/86 N 389 21.7 99.0 90 2 0 OS/20186 N 366 21.2 100.0 90 15 0 OS/20/06 N 368 23.0 97.7 90 4 0 OS/20/06 N 379 19.0 101.3 90 9 0 OS/20/86 N 400 17.5 104.2 92 9 0 OS/20/86 s 356 is.4 108.0 90 5 0 05/20/86 8 393 18.3 103.3 91 8 0 05/20/86 N 38s 19.7 99.3 90 1s 0 OS/26/.56 N 386 20.1 101.1 90 9 Cl QS/2o/E6 N 394 19.1 104.4 92 a 0 05/21/06 N 396 18.1 104.3 91 a 0 OS/21186 N 394 17.2 107.2 92 13 0 QS/2i/B6 N 396 17.4 105.2 91 14 0 TRRLE I RESULTS OF COMPKTION TESTS -10 NFIME : KFIISER DRTE: 11/17/86 ..- ..- _ - .- .- ,- .- .- - - ,~- - SOB NO. : 30012 TEST NO DRTE TEST TYPE ELEV. MOISTURE CONTENT DRY DENS I TY 2312 05/21/86 N 360 18. 1 10s. 2 2313 OS/21 186 N 35s 17.5 105.2 2314 OS/21/86 N 356 16. 1 104.6 231S OS/21/86 N 360 17.3 105.2 2316 OS/El/a6 s 348 16.3 102. a 2317 OS/21 /I36 N 352 17.3 104.3 2318 05/21/86 N 351 16.6 106.3 2313 ow21 /a6 N 387 20. 1 101.7 2320 OS/21/86 N 391 12. 1 107.0 2321 05/21/8b N 384 14.3 108.7 2322 OS/21 /86 N 385 14.0 105.4 2323 OS/21/06 S 292 14.7 104.3 2324 OS/21/86 N 294 17.3 104.4 2325 OS/21 /a6 N 29s 16.4 104.6 2326 OS/21/86 N 400 21.7 101. a 2327 OS/21 /86 N 337 19.9 102.3 2328 OS/21 166 IN 401 19.4 103.8 2329 0~/21/86 N 402 17.4 102.2 2330 OS/21/86 N 301 1s. 7 101.7 2331 OS/21/86 N 303 16.2 103. 4 2332 05/21/66 s 305 16. 1 104.3 2333 05/22/ac N 301 17.3 102.4 2334 05/22/86 N 303 16.4 102.7 2335 OS/-2/86 L N 357 16.9 106.0 2336 OS/22/66 N 357 12.9 102.1 2337 OS/2W86 N 3rJS 17.9 101.6 2338 OSj/22/86 N 307 18. 1 101. a 2339 C~S/=2:/86 L s 308 1s. 3 104.7 2340 05/2=/ac L N 303 14.0 107.3 2341 05/22/86 N 310 12:. 3 109.1 2342 OS/22/86 N 311 16. a 103.7 2343 OS/22/aC N 359 22.5 38.2 2344 05/22/86 N 312 16.7 102. 1 2345 OS/22/66 N 313 16.5 106.7 2347 OS/22/56 N 389 17.1 104.7 2348 OS/22/86 N 384 16.8 106. 3 2349 O5/22/86 N 386 17.3 102.8 2350 OS/22/86 N 390 16. 1 104.9 2351 W/22/86 S 400 17.6 10s. 1 2352 05/22/86 N 392 17.1 104. Y 2353 OS/22/86 N 39s 17.2 106.3 2354 OS/23/86 N 317 16.2 103.6 2355 05/23/66 N 319 1Y.S 100.4 2356 OS/23/86 N 321 21.2 106.8 2357 ‘X/23/86 S 364 16.7 103.2 2358 05/23/86 N 362 18.4 106.8 2359 OS/23/86 N 366 17.7 106.2 RESULTS OF - 10 NFlME T FlBLE I COMPWTION TESTS KQISER DFlTE : 11/17/66 RELRTIVE COMPQCTION SOIL TYPE RETEST 92 8 0 73 9 0 91 14 ,J 32 8 0 90 6 0 92 7 51 32 13 0 90 9 0 92 16 0 93 16 0 90 16 IJ 92 9 0 92 0 0 92 a 0 30 9 0 91 9 0 31 8 1:) 90 8 0 90 3 0 90 14 0 91 14 0 90 a 0 90 a 0 ‘31 0 I:, 91 7 0 30 9 0 90 9 Q 92 8 0 93 14 0 94 1 0 91 a 0 90 2 0 70 8 Cl 92 13 0 93 3 0 92 13 0 91 9 D 91 14 0 92 8 0 33 9 c) 93 8 0 32 9 0 95 a 0 94 8 0 91 9 0 94 8 0 94 9 0 TRBLE I RESULTS OF COMPFICTION TESTS SOB NO. : 30012 -10 NRME: KAISER DRTE : 11/17/86 TEST NO ~:3&Cl 2361 2362 2363 .~- 2364 2:36S 2366 .._ 2367 2368 2369 2370 -. 237 1 2372 2373 - 2374 2375 2376 2377 - 2378 2377 2380 2381 2382 2383 .-. 2384 2385 2386 2387 .- 2388 2383 2390 - 2391 2392 2393 - 2334 2395 2396 2397 - 2398 2399 2400 ,- 2401 2402 2403 2404 - 2405 2406 ,- DFlTE TEST ELEV. MOISTURE DRY RELATIVE SDIL TYPE CONTENT DENSITY COMPKTION TYPE OS/23/86 N 363 19.4 106.6 74 a 05/23/86 N 3‘23 18.3 104.4 92 8 OS/23/86 N 32s 19.1 lcJ3.1 31 9 W/23/86 N 366 13. a 10s. 8 91 13 OS/23/86 N 367 15.8 103.3 90 14 OS/23/86 S 377 13.0 103.6 31 a O5/23/86 N 382 17.3 105.9 93 a OS/‘23/86 N 401 16.13 103. a 92 3 rJS/23/86 S 327 18.3 101.7 33 2 OS/23/D6 N 329 17.3 107. Y 9s 8 OS/23/86 N 326 17.8 106.3 93 a OS5/23/06 N 333 16.4 103. a 92 9 W/27/06 N 383 17.1 i(J4. 7 93 9 OS/27/86 N 391 16.9 106.8 94 8 ow27/86 N 402 15.8 10s. 0 91 14 os/27/ac N 370 . 23 0 94.1 91 23 OS/27/86 N 328 18.6 97.7 91 2 OS/27/86 N 330 27.0 36.6 93 23 OS/27/86 N 328 24.8 39.4 91 2 OS/27/86 S 330 20.5 103.4 92 9 os/27/ac N 331 la. 4 102.9 91 2 os/27/ec N 333 19.1 104.4 92 a OS/27/86 S 388 16.6 107. 1 25 3 05/27/86 N 388 16.9 106.3 94 9 OS/27/86 N 330 14.5 103.5 92 7 OS/27186 N 387 13.5 104.9 ‘33 7 OS/27/&6 N 38G 1;. 6 105.9 94 9 OS/27/06 N 387 14.9 106.2 94 9 05/27/&6 N 388 15.7 104.3 92 9 OS/27/86 N 371 12.8 104. a 90 16 OS/27/86 N 332 15.7 102.9 91 9 O5/27/86 N 403 15.6 10s. o 93 7 OS/27/86 N 390 16.6 10s. 0 93 9 ow2a/a6 N 394 ia. i 10s. 2 92 8 OS/“B/66 I.. N 232 17.4 107.6 93 13 OS/28/86 N 334 17.2 105.9 91 13 05/28/86 N 372 16.6 105.1 93 3 05/28/86 N 400 18. 1 107.0 94 a oS/28/86 N 370 16.5 1~2. a 91 a 05/28/86 N 404 14.1 106.6 92 16 OS/28/86 5 392 19. a 10s. 9 93 8 OS/28/86 N 400 16.2 10s. 1 91 13 05/28/86 N 336 17.3 103. s 92 2 oS/28/86 N 371 15.1 103.9 90 14 OS/28186 N 373 15.8 105.2 91 13 OS/28/86 N 336 16.6 107.5 94 a 05/28/86 N 340 16.4 105.3 93 9 RETEST 0 0 r:r 0 0 0 0 0 0 0 0 0 0 0 0 Q 0 (3 (J 0 0 0 0 0 0 0 0 0 0 (3 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 TRHLE I RESULTS OF COMPRCTION TESTS JOE NO.: 30012 TEST NO 2407 240.3 2409 2410 - 2411 2412 2413 - 2414 2415 2416 2417 - 2418 2419 2420 2421 2422 2423 2424 - 2425 2426 2427 2428 2429 2430 ,- 2431 2432 2433 2434 - 2435 2436 2437 - 2438 2439 2440 2441 - 2442 2443 2444 - 2445 2446 2447 - 2446 2449 2450 2451 - ?452 2453 - DRTE TEST TYPE ELEV. MOISTURE CONTENT DRY RELRT 1% DENS I TY COMPXTIDN 05/28/86 S 393 19.0 lob.5 93 05/m/86 N 395 17.3 106.7 95 05/28/86 N 337 14.8 103. a 90 05/28/86 S 340 15.6 1o4:2 91 m/28/86 N 342 17.1 107. a 96 05/28/86 N 344 14.4 109.4 94 o5/2a/a6 N 371 17.6 105.5 94 05/'28/86 N 346 16.9 ioa.0 93 m/28/86 N 348 16.4 105.8 93 05/26/B6 N 344 17.5 106.6 95 QS/29/86 N 348 16.a 101.8 90 o5/29/ab N 351 i9.a 96.8 93 05/29/06 N 391 20.7 36.5 93 05i29/86 N 398 22. a 34.9 91 05/29/86 N 400 ia. 4 103.7 92 os/29/ac N 350 16.1 104.7 91 ow29/86 S 402 17.6 101.8 90 05/29/&6 N 395 20.2 97.4 94 o5/29/8b N 397 17.7 101.4 90 05/29/ab N 354 20.2 96. a 93 ow29/ab N 352 19.5 96.2 93 o5/29/06 N 374 la.2 103.2 91 05/29/86 S 356 16.3 102.5 91 05/29/86 N 406 17.4 104.1 31 ow2Y/ab N 352 16.2 102.9 91 05/29/&b N 360 16.6 105.8 92 05/29/86 N 361 13.2 107.9 93 05/29/86 N 364 17.3 105.9 94 05/29/86 S 353 15.9 104.1 91 05/2Y/Eb N 336 16.3 105.6 31 05/29/86 S 400 14.9 105.0 91 05/30/86 S 400 16.3 106.1 94 m/30/86 N 398 15.2 104.7 90 05/3o/a6 N 399 17.1 104.4 92 05/30/86 N 394 15.4 103.6 9n 05/30/86 N 398 17.3 106.2 92 05/3Q/86 N 399 lb.8 105. a 93 05/30/86 N 400 la.1 1ofi.o 94 05/3o/ac N 357 17.5 103.5 92 m/30/86 N 358 la.0 103.1 91 05/30/86 N 398 16.8 104.6 91 05/30/86 N 400 17.3 103.8 91 ow3o/ab N 364 1B.6 101.8 90 05/30/86 N 360 17. a 102.3 91 os/3o/ab N 400 17.3 103.0 91 05/30/86 N 360 16. a 105.0 92 05/3o/ab N 366 17.6 107.3 93 -10 NFIME: WISER DFITE: 11/17/86 SOIL TYPE 1 a 9 4 a 9 6 9 3 a 9 9 23 23 23 9 13 9 23 9 23 23 9 9 e 9 14 16 9 a 13 14 9 13 a 14 13 a 9 9 9 18 18 9 9 9 a 13 RETEST 0 Cl 0 0 0 0 0 0 0 0 0 cl 0 0 CJ Cl 1:) 0 0 0 0 0 cl 0 cl 0 0 0 0 0 cl 0 Q 0 0 0 Cl 0 0 cl 0 0 0 0 0 0 0 ,~~~~ .~~ ,- .- .- - - ..- ..- - - - ~,- .- .- JOB NO.: 30012 TEST NO DRTE TEST TYPE ELEV. MOISTURE CONTENT DRY DENSITY 2454 05/31/86 N 406 17. I 106.2 2455 m/31/86 N 406 16.1 103. Q 2456 05/3i/as N 365 la.3 104.9 2457 05/31/8b S 40-2 19. 0 104.7 2458 W/31/66 N 364 17.5 107.3 2453 05/31/a6 s 372 la.3 105.7 2460 05/31/86 N 366 17. 1 103.0 2461 OS/31/86 N 368 19.3 104.1 2462 05/31/86 N 365 la.3 103.2 2463 05/31/RC N 368 13.1 104.4 2464 OS/31 /86 N 369 16.3 104.4 2465 OS/31186 N 367 la.1 105.2 2466 05/31/ac S 3bB 17.6 104. b 2467 05/31/ab R 370 14.3 104.1 2468 06/02/86 R 402 21.2 106.4 2467 06/02/86 R 403 ib.3 104.6 2470 06/02/ab s 400 14.9 103.7 2471 06/02/ac R 369 17.6 104.9 2472 06/02/86 S 3ca 13.0 104.3 2473 Ob/O2/86 S 386 16.6 101.0 2474 Qb/O2/8b S 387 16.2 100.6 ‘2475 06/02/&i S 3a9 19.7 101.0 2476 06/02/86 S 388 12.9 104.0 2477 Ob/O2/86 S 390 11.7 103.7 2478 06/02/86 S 387 13 .5 107.4 2473 06/03/&b S 386 17.6 105.4 2480 06/03/86 S 392 16.7 105.2 2401 06/03/66 S 389 18.1 106.9 2482 06/03/86 S 330 la.7 108.4 2463 06/03/06 S 391 16.3 110. 3 2484 06/Q3/86 S 393 11.7 110.2 24a5 06/03/86 S 391 19.4 106.2 2486 06/03/ab 5 394 20.4 101.6 2487 06/03/86 5 395 17.4 106.3 2488 06/04/86 5 396 la. i 105.4 2489 06/04/06 R 395 12-b 106. a 2490 06/04/86 S 395 la. 3 106.0 2491 06/04/86 S 396 lb.7 105.7 2492 06/04/86 S 400 17.6 106.9 2493 06/04/8b 5 398 16.3 106.3 2494 06/04/ab S 399 19.0 107.9 2493 06/04/06 R 396 17.6 107.5 2496 06/04/86 R 337 19.4 106.9 2437 Ob/O4/8b S 392 17.6 107.4 2498 06/04/86 R 393 19.0 105.4 2499 06/04/86 S 335 15.8 105. a 2500 Ob/Q4/86 S 392 19.0 106.5 T&ISLE I RESULTS OF CUMP!XTION TESTS - 10 NRME : WISER DFiTE : 11/17/8b RELQTIVE COMPRCTION SOIL TYPE RETEST 94 9 0 90 14 0 92 a Q ‘32 a 0 93 13 0 93 a 0 91 3 0 91 a 0 91 9 0 91 14 0 90 13 Q 92 a 0 93 9 Q 91 14 0 93 0 0 93 9 0 90 14 Q 92 a Q 91 a 0 91 12 d 91 12 0 91 12 0 30 13 0 90 14 0 92 16 0 93 9 0 93 3 Q 94 0 0 9s a 0 95 16 0 95 16 0 94 9 0 90 3 0 94 9 0 93 9 Q 33 14 0 94 9 0 94 9 0 35 9 0 95 a 0 96 9 0 95 9 0 95 9 0 93 13 0 92 8 0 91 16 0 94 9 0 -~~ JOB NO. : 30012 TEST NO 2501 ,.- 2502 2503 2504 250s 2506 2507 2sm3 - 2539 ‘25 1 tj 2511 ,- 2512 2513 2514 - 2515 2516 2517 2518 - 2517 2520 2521 .- 2522 2523 2524 .- 2525 2322 2’527 2528 .- 2527 5530 2531 - 253L) 2533 2534 253s - 2536 2537 2338 - 2539 2540 2541 .- 2542 2543 2544 2545 - $546 2547 - DATE TEST TYPE ELEV. MOlSTURE CONTENT DRY RELRTIVE SOIL DENSITY COMPFICTION TYPE Ob/O4/86 s 39b 13.8 105.2 70 16 W/04/86 S 398 18.1 102.7 91 7 06/04/06 R 396 12.4 1134. s 91 14 06/w+/a6 R 337 13.4 107.5 '33 14 06/134/06 R 393 12.4 103.1 90 14 06/04/06 R 406 14.9 102.1 90 a 06/04/86 R 403 15.6 108.7 94 13 06/05/86 s 405 16.3 107.1 93 14 rJ6/05/66 s 406 16.3 106.3 73 8 06/05/ac R 378 17.6 104.9 93 9 06/05/ac R 373 15.6 104.7 73 9 06/cci/BC R 400 13.0 105.7 93 a 06/E/86 s 396 18.0 101.4 93 4 06/05/06 R 33’34 12.2 1c13.6 72 9 06/05/86 s 398 15.3 106.7 75 9 06/05/a6 R 378 16.8 103.7 72 9 06/05/06 s 362 15.1 101.2 90 9 06/05/0b s 406 17.3 108.2 94 14 06/0;/86 s 408 17.0 104.5 71 14 06/C~6/66 R 410 14.7 103.4 72 9 06/06/86 S 359 14.3 101.5 70 7 06/05/86 R 365 17.6 101.9 90 9 06/os/a6 s 360 is. 6 104.2 71 14 06/M/86 S 398 21.9 101.9 98 23 06/05/8b S 377 23.4 105.7 '37 4 oc/oY/ac S 366 1'3.8 10s. 9 93 B 06/09/86 N 367 17.6 104.3 93 9 06/QY/E3G N 400 17.0 101.0 90 9 C6/09/E!C N 396 15. El 105.7 71 13 06/09/86 S 397 16.3 107.6 94 0 06/07/86 N 400 16.4 107.2 93 14 Ob/OY/Ob N 389 ia. 1 104.7 92 8 06/09/86 N 422 15.9 104.7 71 14 06/09/86 N 360 17.8 102. 5 91 9 06/07/&K N 378 15.Y 103.3 92 9 06/09/06 N 398 17.2 103.5 92 9 06/09/86 N 3’35 12.1 105.3 92 14 06/09/86 N 394 17.5 102.0 90 9 06/09/86 N 394 15.7 103. Y 92 9 06/09/86 N 360 14.5 lob.6 33 14 06/09/86 N 358 14.3 105.2 71 14 Qb/O9/86 N 362 15.1 103.2 71 9 06/oY/e6 N 365 13.9 107.1 92 16 06/09/86 N 368 14.6 101.4 90 9 06/09/86 N 368 16.7 102. 1 71 3 06/09/86 N 400 15.4 103.3 92 9 06/09/86 N 396 14.0 107.3 93 3 TFIBLE I RESULTS OF COMPFICTION TESTS -10 NFlME: KFtISER DRTE : 11/17/86 TRBLE I RESULTS OF COMPFICTION TESTS JOH NO. : 30012 -10 NFIME: WISER DQTE: 11/17/Db TEST NO ,.- 2555 2556 .255, 2558 2x9 2560 2Sbl 2562 ZSb3 '2564 - 2S6S 2S66 2367 2568 .- 2569 2570 2571 ,- 2572 2573 2574 2582 .- '2503 2584 2585 - 2586 2587 2568 .- 2x9 25'30 2SY 1 2592 - 2593 2594 2575 - 2596 2577 2s70 _ 2599 2600 2601 DQTE TEST ‘TYPE ELEV. MOISTURE DRY RELRTIVE SOIL CONTENT DENSITY COMPFlCTItYN TYPE RETEST’ 06/07/86 N 395 13.4 103. 5 32 7 0 06/03/06 N 364 20.1 94.6 91 s3 0 06/07/86 N 363 IQ. 5 9s. cl 72 23 0 06/10/86 N 380 13.7 102.3 91 9 0 OC/ IO/BE, N 368 14.1 103.7 92 7 i., Ob/10/86 N 358 16.9 98.3 87 9 2567 06/10/86 N 367 16.2 105.7 93 8 (j 06/lO/D6 N 3ca 17.2 105. 0 92 a 1:) 06/ 10/86 N 366 16.6 103.7 92 9 1:) 06/ lo/B6 N 36S 17.1 1CE. 4 92 a 0 06/10/06 N 364 16.2 10s. 1 91 13 0 06/10/86 N 36G 15.1 104.1 91 14 0 W/ 10/86 N 367 14.3 103.8 70 14 0 Ob/lO/aG N 400 16.5 102.6 91 9 Cl OC/ 10186 N 399 12.5 102.0 90 7 0 06/10/86 N 3'38 14.8 10s. 7 74 7 0 06/10/86 N 397 15.0 107.6 94 16 0 C~c/lo/ac N 403 14.4 104.2 92 17 0 U6/ 10/86 N 400 14.6 102.7 71 17 0 06/10/86 N 356 15.8 10s. a 94 9 51 O6/10/06 S 403 15.2 101.2 90 9 0 o6/10/06 5 403 1s. 5 107.9 73 16 0 06/11/86 N 403 12.1 116.7 loo lb 0 o6/ 11/&C N 400 18.0 103. s 90 14 0 o6/11/86 N 365 15.6 106. 7 92 lo Cl 06/11/86 N 366 18.2 io3.6 92 7 0 oC/ll/a6 N 360 lb. 7 106.8 92 10 0 06/11/86 N 404 15.6 104.6 93 9 0 Q6/11/06 N 405 17.4 104. a 93 9 0 O6/11/t?!C N 405 17.4 101.8 90 7 0 06/11/86 N 406 1s. 1 114.Y 96 7 0 06/11/06 N 404 18.1 102.0 90 7 0 06/11/86 N 403 17.1 101.0 70 7 0 o6/11/86 N 405 17.7 103.1 91 9 0 06/11/86 N 406 15.2 110.0 9s 13 0 06/12/06 N 403 17.1 105.7 94 7 0 oc/ 12/86 N 402 17.5 106.0 94 7 0 Ob/12:/06 N 406 17.3 107.6 35 7 0 06/ 12/86 N 404 16.3 105.6 74 7 0 Q6/ 12/06 N 403 17.3 107. a 95 a 0 06/11/8b N 427 a. 2 103.5 a9 13 2577 06/11/86 N 430 8.6 102.7 88 13 2590 06/11/86 N 428 15.1 107.1 92 13 0 06/12/86 N 429 14.6 108.8 94 13 0 06/12/86 N 427 il. 1 108.7 93 lb 0 OC/ l2/86 N 42-8 12.6 108.7 93 6 0 06/ 12/86 N 429 16. b 106.4 94 7 0 TFIRLE I RESULTS OF COMPFlCTION TESTS JOB NO. : 30012 -10 NFIME: KFlISER DFITE : 11/17/06 _~ TEST NO 2602 -~, 2603 2604 2605 -.~ 2606 2607 2600 2609 - 2610 2611 2612 - 2613 2614 ‘261‘s - 261b 2bl7 2610 2619 - 262’0 262 1 2622 ,- 2623 2b24 2625 - 2626 2627 2528 2629 - 2630 2631 2632 2b33 2634 2635 ZG36 - 2637 2638 2637 - 2640 2641 2642 2644 2645 2646 2647 Sb48 2647 DRTE TEST TYPE ELEV. MOISTURE CONTENT DRY RELRTIVE SOIL DENSITY COMPFICTION TYPE RETEST 06/12/86 N 378 15.2 110. 0 ‘34 16 0 06/ 12/86 N 399 17.7 103.1 71 7 0 06/12/86 N 405 16.2 106.2 91 lb 0 06/ 12/86 N 400 11.6 113.4 37 16 0 Ob/12/86 N 397 11.0 115.3 99 lb Cj 061 l’s/86 N 400 14.9 107.0 92 16 0 06/12/86 N 402 15.5 105.5 73 a 0 06/12/S6 N 400 15.6 107.2 34 a 0 06/12/06 N 402 14.1 105 4 . 92 8 0 06/1’2/86 N 402 13. s 100.4 g.ii 6 0 06/12/86 N 392 16.3 107.8 76 9 0 06/12/86 N 394 16.6 106.7 75 7 0 06/12/86 N 403 17.3 107. s ‘34 a 0 06/12/86 N 404 12.0 100.4 72 6 0 Ob/ 13186 N 36s 18.2 99.0 91 24 0 OG/lS/B6 N 365 18.4 101.9 90 9 0 06/ 13/86 N 400 16.2 104. 6 93 9 0 O6/13/06 N 400 14.6 108.4 92 6 0 Ob/13/86 N 377 9.2 110.7 94 6 0 OC/ 13/86 N 4c73 17.7 101.6 90 9 0 06/ 13/86 N 404 15.4 ius. 5 94 9 0 UC/ 13/86 N 40s 11.9 102.1 91 9 0 Ob/13/86 N 404 14.3 107.8 92 6 0 06/13/86 N 370 16.9 101.3 92 24 0 06/13/86 N 400 7.9 110.6 93 5 0 Ob/ 13/66 N 400 15.3 109. 6 72 5 0 06/13/86 N 406 14.7 105.6 73 8 0 06/13/86 N 407 11.7 102.7 71 9 0 06/14/86 N 380 16.6 109. cl 9s 18 (3 06/14/86 N 365 15.5 110.3 95 13 0 Ob/ 14/86 N 3.34 16.2 101.5 90 9 0 06/14/Rb N 389 14.9 107.6 92 5 0 06/14/86 N 371 13.4 109.7 93 6 Cl 06/14/86 N 405 14. a 103. a 93 6 0 06/ 14/86 N 407 14.1 108.0 92 6 0 06/14/86 N 373 18.3 101.7 90 9 0 06/14/86 N 372 21.0 95.8 92 23 0 06/14/86 N 370 13.4 37.7 87 9 2641 06/14/86 N 372 15.1 101.8 70 9 0 06/14/86 N 390 lb. 4 102.8 91 9 0 06/14/&6 N 372 17.3 100.7 90 15 0 06/14/&6 N 408 17.5 102.7 91 9 0 06/14/06 N 406 18.6 103.8 71 0 0 06/14/06 N 40.3 16.6 106.3 93 a CJ 06/ 14/06 N 390 la. 1 107.7 74 3 u 06/14/66 N 300 lb. 7 101.9 92 12 0 06/14/86 N 394 16.6 103.1 71 9 0 TRBLE I RESULTS OF COMWCTION TESTS JOR NO. : 3001 2 - 10 NBME : KClXSER DFITE: 11/17/86 - TEST NO DFITE TEST TYPE ELEV. MOISTURE RETEST CONTENT DRY RELRTIVE SOIL DENSITY COMPKTION TYPE 2650 2651 2652 2:653 - 2654 265:: 2656 - 2657 2650 2659 2660 - 2661 2662 2663 - 2664 2b65 2666 - 2667 266.9 2663 2670 ..- 2671 2672 2673 .- 2674 2675 2676 2677 - 2678 2679 2680 .- 2661 2682 2683 .- 2684 26a5 2685 26BC ,- 2687 26aa OG/ 16/86 N 381 18. 4 101.4 90 3 0 06/16/86 N 380 16.5 102. 3 91 3 0 06/16/06 N 307 ia. 5 107. a 35 a 0 OC/iC/BF, N 305 la. 2 110.8 97 8 0 O6/ 16/86 N 383 18. a 100.0 96 23 0 06/16/86 N 382 ia. 6 37.2 94 23 0 06/16/86 N 406 16. 4 104. a 31 14 0 06/16/86 N 410 16.0 106.6 93 14 0 06/ 16/86 N 384 17.6 104.6 91 14 0 C~C/lC/BC N 384 16.0 103.2 91 9 0 06/l6/86 N 404 14. a 102.0 90 9 Cl 06/16/06 N 400 17.1 101.5 91 15 0 06/16/86 N 409 12.6 102. a 90 18 0 06/16/86 N 408 15. cl 106.1 92 14 0 06/16/BC N 403 15. a 103.5 90 14 0 06/17/Ei6 N 386 12.3 103.7 91 18 0 06/17/86 N 391 16.2 104. cl 90 14 (3 06/17/86 N 331 14.2 102.4 92 12 0 OC/ 17186 N 377 13.7 107. a 34 14 0 06/17/86 N 378 13. a 103.5 90 14 0 06/ 17/86 N 385 19.7 105.4 33 3 0 06/ la/a6 N 384 16.3 105.6 92 14 0 06/10/86 N 370 14.5 105.7 94 9 0 06/10/86 N 397 ia. 4 104.4 93 9 0 06/ 19/ac N 367 ic. a 98.3 91 4 I:, 06/19/86 N 365 15.4 101.4 90 9 0 06/13/06 N 389 13.0 106.6 97 23 0 06/19/86 N 390 17.2 105.0 95 23 0 Q6/ 19/86 N 333 16.3 102.9 92 15 cl 06/23/i36 N 336 13. n 105.1 94 15 0 06/23/06 N 397 16.4 103.4 33 15 0 06/24/86 N 403 14.6 106.6 93 3 0 06/24/.36 N 404 15.6 104. a 91 3 0 06/24/86 N 404 9. a 111.7 97 3 0 06/24/86 N 433 15.3 106.3 93 3 0 06/24/86 N 404 12.5 110.2 94 6 0 06/24/86 N 404 12.1 103.2 93 6 0 06/24/06 N 429 14.6 105.3 92 14 Cl 06/24/86 N 430 15.2 106.3 90 22 0 06/24/86 N 406 13.2 109.6 95 14 0 06/24/86 N 407 14.0 lcm. 2 91 22 0 06/24/86 N 407 14.3 108.1 94 14 0 06/25/86 N 406 14.0 107.1 93 14 0 06/25/86 N 408 13.3 106.3 91 16 cl 06/26/86 N 409 14.2 104.4 91 14 0 06/26/86 N 410 14.9 105.4 91 13 0 06/26/.96 N 390 15.2 106.4 92 13 cl 2689 - 2630 2691 2632 2633 - 2634 2635 TRRLE I RESULTS OF COMPRCTION TESTS ..- - - - ,- .- .- - - - JOB NO. : 30012 TEST NO DFlTE TEST TYPE 2636 06/26/86 N 2697 06/26/E& N 2638 O6/26/i?lG N 2633 06/26/86 N 2700 o6/26/86 N 2701 06/26/G N 2702 06/26/86 N 2703 C)C/ilC/BC N 27o4 06/26/86 N 2705 06/26/E& N 27OG 06/07/86 L N 2707 06/27/06 N 2708 O6/27/86 N 2703 O6/27/86 N 2710 o6/27/86 N 2711 06/27/86 N 2712 06/27/86 N 2713 O6/27/B6 N 2714 06/27/86 N 2715 o6/30/86 N ‘2716 06/30/86 N 2717 O6/30/86 N 2718 O6/30/66 N 2719 06/30/86 N 2720 O6/30/86 N 2721 06/30/86 N 2722 06/3O/aC N 2723 07/01/86 N 2724 07101 /a6 N 2725 07/01/86 N 2726 o7/o1/ac N 2727 o7/01/ac N 2728 07/Ol /i?& N 2723 o7/02/86 N 2730 O7/02/86 N 2731 07/02/.96 N 2732 07/02/86 N 2733 O7/02/86 N 2734 07/03/86 N 2735 07/03/86 N 2736 07/03/86 N 2737 07/03/86 N 2738 07/03/86 N 2739 07/03/86 N 2740 O7/03/86 N ?741 o7/03/ac N 2742 07/03/86 N -10 NFIME: KQISER ELEV. MOISTURE CONTENT 308 14.5 106. 6 93 14 0 391 14. a 107. 7 33 13 0 332 15.3 106.2 92 14 Cl 333 15.9 108. 4 95 8 0 394 14.4 106. 1 91 a 0 41o 15.1 106.3 32 14 0 411 14.2 107. a 93 13 (3 395 14.6 lO7.7 93 13 0 396 13. a 105.6 92 14 C) 334 14.1 105.0 91 13 0 4 10 16.3 104.4 91 14 1:) 409 17.2 106.7 93 14 c:r 411 16. 1 104.6 91 14 0 404 15.9 106.6 93 14 0 406 14.3 103. a 90 14 1:) 405 14.7 103.7 VC) 14 0 403 13.2 108.3 32 6 0 406 11.3 113.2 95 5 0 408 10.1 113.6 95 5 0 409 11.3 117.1 98 5 0 410 14.4 107.3 32 16 0 406 15. 1 105.0 VU 16 0 410 22.4 102.2 91 3 cl 412 9.0 113.0 95 5 0 413 9.5 103.6 34 16 0 411 il. 1 115.7 97 5 Cl 413 11.3 113.5 95 5 cl 39a 16. 1 102.0 90 9 0 401 16.4 103.3 92 9 0 400 16.2 100.7 91 12 0 407 15.1 106.1 91 16 Q 403 14.5 103.8 90 14 Cl 406 13.1 105.7 32 14 0 404 12.6 104.1 31 14 0 413 11.1 106.4 91 16 0 414 13.7 104.9 91 14 0 409 13.6 106.6 93 14 C) 413 14. 9 106.4 93 14 0 407 lo. 6 110.5 32 7 0 406 3.7 111.7 91 19 0 408 12.3 108.0 93 16 0 410 13.7 102.6 VU la 0 409 8.3 116.3 31 25 0 410 IO. a 116.0 91 25 0 409 9.5 116.9 92 25 0 407 7.3 118.0 92 25 0 411 11.4 113.7 32 19 0 DRY RELRTIVE SOIL DENSITY COi’lPFlCTION TYPE DRTE : 11/17/06 RETEST .~~., -. - - - - - - - - - .- ,- - .- JOB NO.: 30012 -10 NOME: KQISER DRTE : 11/17/86 ELEV. MOISTURE CONTENT TEST NO DRTE TEST TYPE DRY DENSITY RELFITIVE COMPfXTION SOIL TYPE 2743 07/03/86 N 405 11.8 111.4 91 19 2744 07/03/86 N 409 7.3 116.5 91 25 2745 07/07/atj N 396 la.8 107.4 34 a 2746 07/07/86 N 339 21.4 101.6 94 4 2747 07/07/86 N 402 11.4 108.3 93 13 2748 07/07/06 N 404 20.6 93.1 91 4 2743 07107186 N 404 13.3 113.2 98 13 2750 07/07/86 N 406 10.3 111.8 31 13 2751 O7/07/86 N 408 12.7 106.4 92 13 2752 07/07/86 N 397 12.0 lO3.7 91 ia 2753 o7/07/86 N 396 12.2 113.9 33 19 2754 07/07/86 N 333 11.5 107.1 94 18 2755 07/07/t% N 337 13.2 103.8 91 1e 2756 07/07/86 N 398 12.8 103.0 90 ia 2757 07/07/a6 N 40‘2 10.2 113.7 32 19 2758 07/08/8E N 390 16.6 97.9 90 4 2753 o7/oa/e6 N 399 20.5 97.a 90 4 2760 07/08/e6 N 400 14.9 101.1 91 12 2761 o7/oa/a6 N 401 18.5 97.6 90 4 2762 07/08/8G N 403 16.5 lO2.5 91 3 2763 07/oa/a6 N 400 15.3 104.7 93 3 2764 o7/03/86 N 400 16.4 105.1 32 a 2765 07/09/86 N 430 17.0 109.0 96 a 2766 07/ov/a6 S 413 12.4 103.6 90 14 2767 Q7/ov/a6 S 338 15.6 107.4 91 6 2768 07/ov/a6 N 337 13.4 117.1 32 25 2769 07/09/86 N 400 16.4 102. a 91 3 2770 O7/10/86 N 401 13.0 114.4 96 5 2771 O7/10/86 N 336 16. 1 103.2 91 9 2772 O7/10/86 N 396 15.6 107. a 93 13 2773 O7/10/86 N 393 14.4 110.8 96 13 2774 07/1o/ac N 400 13.0 106.5 92 13 2775 07/10/86 N 40’2 11.4 113.5 95 7 277G 07/10/86 N 403 3.0 108.3 33 13 2777 07/io/e6 N 402 16.6 107.5 33 13 2770 07/LO/eC N 402 13.5 106.6 92 13 2779 07/11/86 N 401 17.6 103.6 90 la 2780 07/11/ac N 413 a.8 104.1 91 ia 2781 O7/11/86 N 402 15.3 102. 5 92 15 2782 07/11/86 N 403 3.6 103.0 91 5 2783 07/11/86 N 400 12.1 107.1 90 5 2784 07/11/86 N 401 11.3 111.9 94 5 2785 07/11/86 N 404 12.3 107.5 33 13 2786 07/11/86 N 404 9.9 111.6 91 19 2787 07/14/86 s 401 15.3 107.2 92 13 2788 07/14/ac S 401 14.9 103.9 90 14 2789 07/14/86 N 390 15.8 104.1 92 3 TABLE I RESULTS OF COMPFICTION TESTS RETEST 0 0 0 0 0 0 0 0 0 Cl 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Cl 0 0 0 0 0 0 0 0 0 0 0 : 0 0 0 0 0 0 0 0 0 TRBLE I RESULTS OF COMPRCTION TESTS JOB NO. : 30012 -10 NRME: KRISER DRTE : 11/17/86 ELEV. MOISTURE - TEST NO 2790 - 2791 2792 2793 .- 2794 2793 2796 - 2797 2798 2793 2000 .- 260 1 2’802 2ao3 2804 2805 2806 .- 2807 2808 2809 2810 - 2811 2012 2613 .- 2814 2’815 2816 2817 .- 2818 2819 2820 - 2821 2822 2823 .- 2824 2825 2826 2827 - 2828 2829 2830 - 2831 2832 2833 2834 - ?835 2836 DRTE TEST TYPE CONTENT DRY RELRTIVE SOIL DENSITY COMPWTION TYPE RETEST 07/14/86 N 390 16.9 103.0 92 15 0 07/14/w N 389 20.7 97.8 90 4 0 07/14/86 N 389 19.5 99.3 92 4 0 O7/ 15/86 N 402 13. e 106.6 92 16 0 07/15/E& N 403 12.5 105.2 90 16 0 07/15/e& N 402 14.3 104.7 91 3 Cl O7/ 15/86 N 402 15.9 102.4 91 9 0 07/15/86 N 399 15.5 105.2 91 13 0 07/ 15/86 s 400 is.8 106. a 93 13 0 07/15/ac N 400 9. a 109.2 33 6 0 07/15/86 N 401 13.2 106.1 92 13 0 07/15/86 N 404 15.6 105.9 92 13 0 07/16/86 s 413 15.6 104.1 91 13 0 071 iwa6 s 414 14.8 lO3.4 92 3 0 O7/16/86 N 401 17.4 109.2 94 13 0 07/16/&i N 403 12.7 107.8 92 6 0 07/16/86 N 402 22.7 96.8 93 23 0 07/ 16/86 N 404 13.3 105.2 91 13 0 o7/16/86 N 405 11.6 114.4 93 19 0 07/16/86 N 400 17.4 105.3 94 15 0 07/16/86 N 407 16.5 105.1 91 13 0 07/17/86 N 404 19.3 97.2 90 4 0 07/ 17/86 N 405 15.8 104.2 90 13 0 o7/17/86 N 405 16. 1 105.4 91 13 0 07/17/86 N 403 17.4 99.5 32 4 0 o7/17/ac N 405 15.7 109.4 94 13 0 07/17/86 N 405 17.2 101.7 91 15 0 07/17/86 N 405 15.9 97.8 90 4 0 07/17/86 N 303 10.7 103. e 90 14 0 07/17/86 N 406 7. 7 111.4 91 19 0 07/18/86 N 431 15.4 106.3 92 13 0 07/1a/at s 436 16.5 108.3 93 13 0 07/18/86 N 401 15.3 106.3 92 14 0 07/ia/a6 N 402 14.6 104.5 91 14 0 07/1a/a6 N 398 19.4 103. o 92 15 0 07/18/aC N 403 19.5 9a. 2 91 4 0 o7/ 18/86 S 411 11.7 106. a 92 13 0 07/18/86 N 410 15.0 109.7 95 13 0 O7/18/86 N 401 12.3 116.3 91 25 0 07/l&3/86 N 431 11.0 106.8 92 13 0 o7/1a/e6 N 431 10.1 103.5 90 14 0 07/21/86 N 403 18.5 100.5 90 15 0 07/21/86 N 402 19. 1 102.3 91 9 0 07/21/86 N 402 16.3 101.2 91 15 0 07/21/86 N 404 19.6 101.2 92 24 0 07/2i/e6 N 404 16.9 102.6 92 15 0 07/21/86 N 406 16. e 100.3 91 24 0 TRHLE I RESULTS OF COMPRCTION TESTS -~ - ..- - .- .- .- - .- - - .- .- - .- JOB NO.: 30012 -lc, NOME: WISER DRTE : 11/17/86 TEST NO DRTE TEST ELEV. MOISTURE DRY RELFiT 1% SOIL TYPE CONTENT DENSITY COMPFICTION TYPE 2837 2838 2839 2840 2841 2842 2843 2844 2845 2846 2847 2848 2849 2850 2851 285.2 L 2853 2854 2855 2857 2858 2859 2060 2061 2'862 2863 2864 2865 2866 2867 2868 2863 2870 2871 2872 2873 2874 2875 2:876 2877 2878 2878 07/21/86 07/21/86 07/21/86 07/21/86 07/21/86 O7/21/86 07/22/86 O7/22/86 07/22/86 07/22/86 O7/-2/86 L 07/22/86 O7/22/86 07/22/86 07/23/86 07/23/86 O7/23/86 07/23/86 07/23/86 O7/23/86 07/24/86 07/24/86 07/24/86 07/24/86 o7/24/ac o7/24/86 07/24/86 07/24/86 07/2'5/86 07/25/86 07/25/86 07/25/86 07/25/86 07/2'5/86 07/25/86 07/30/86 07/30/86 o7/30/86 07/30/86 07/30/86 07/3o/ati N N N N N N N s S s S S N N N N N N N N N N N s S N N N N N N N N N S N N N N N N N 403 407 408 407 409 412 410 438 427 427 371 372 400 402 389 403 381 386 401 403 403 402 404 370 368 401 397 394 398 398 399 368 366 366 370 393 391 389 385 398 398 07/30/86 398 R- DRIVE CYLINDER METHOD S- SfiND CONE METHOD N- NUCLERR GRUGE METHOD 14.7 104. 7 91 14 0 17.2 97.7 87 9 2840 15.8 lO2.2 92 15 0 16.2 106.3 94 3 0 15.6 105.4 91 13 Cl 16.3 103.4 92 9 0 9.7 107.3 91 6 0 14.9 104.0 91 a 0 7.5 110.5 94 6 0 8.7 116.3 91 25 0 11.5 112.0 97 13 0 9.7 112.4 97 13 0 12.3 ioa.0 92 6 0 14.2 103.9 94 12 0 Il.9 109.7 93 22 1) 14.6 101.6 90 9 0 17.7 102.7 91 9 0 13.2 105.3 92 14 0 13.3 101.2 92 24 0 16.7 101.5 92 24 0 11.7 111.1 90 19 0 14.2 102.4 93 24 0 17.7 102.4 91 9 0 16.9 31.0 82 15 2872 15.2 99.3 89 15 2869 12.2 103.4 90 ia 0 14.3 105.8 91 13 0 14.8 104.5 90 13 0 16.2 105.2 95 24 0 is.8 105.2 95 24 0 16.0 102.8 93 24 0 13.6 108.5 94 13 0 13.3 105.1 91 13 0 20.4 101.8 90 9 0 17.1 lQo.6 91 24 0 11.4 109.0 94 13 0 9.8 104.4 90 10 0 19. e 109.2 91 5 0 14-o 102.3 91 9 0 16.6 112.6 99 8 0 11.1 108.1 93 13 0 11.1 108.1 93 13 0 F- FINISH GRRDE ELEVFITION RETEST - ,~~. .- -- .- .- .- ,- .- - - - - .- .- .- TABLE II LABORATORY TEST RESULTS C,B N,,.:30012-10 NAME:m%i.Ser DATE:- SOIL MAXIMUM OPTIMUM TYPE CLASSIFICATION D:2L:Y M”:Sg:URE 1 Brown sandy CLAY - Topsoil 118.0 13.0 2 Brown CLAY 109.6 17.8 3 Orange brown sandy CLAY 115.0 14.0 4 Green sandy CLAY 108.5 18.0 5 Pale brown sandy SILT 119.5 13.0 6 Light sandy SILT orange 117.5 11.5 7 Tan sandy CLAY 119.5 12.0 8 Light brown sandy CLAY orange 114.0 15.5 9 Light brown sandy CLAY green 112.8 15.8 10 Dark brown sandy CLAY - Topsoil 115.9 12.7 11 Brown clayey SAND - Alluvium 114.1 14.0 12 Light brown CLAY - Bedrock 110.5 14.9 13 Light brown SILT 116.0 13.5 14 Brown/Tan silty SAND 115.0 13.5 15 Light SILTSTONE - Bedrock grey 111.5 16.5 16 Light sandy SILT orange 116.5 12.5 17 Orange brown sandy CLAY 113.2 15.8 18 Light - tan silty SAND orange 114.5 14.5 19 Grey silty clayey SAND 123.0 10.2 20 Grey SAND - Class II - Base green 139.0 6.0 21 Dark brown sandy CLAY - Import 127.3 10.5 22 Light grey/tan sandy SILT 118.3 13.1 23 Dark red brown clayey SILT 103.8 19.0 24 Dark grey/brown/black sand SILT 110.2 15.7 25 Light brown/orange clayey fine medium SAND 127.6 9.0 SAN DIEGO SOILS ENGINEERING. INC