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HomeMy WebLinkAboutCT 81-46; AIRPORT BUSINESS CENTER; REPORT OF GEOTECHNICAL SERVICES; 1987-02-25M 0 0 R E & TA B E R GEOTECHNICAL ENGINEERS AND GEOLOGISTS #T. 4530 EAST LA PALMA AVENUE ANAHEIM, CALIFORNIA 92907 (714) 779-2591 OTHER OFFICE BAKERSFiELD REPORT OF GEOTECHNICAL SERVICES Carlsbad Tract No. 81-46 Airport Business Center Unit No. 1 City of Carlsbad, California CLIENT Centre Development Company February 25, 1987 Job No. 285-256 II M 0 0 R E & TA B E R GEOTECHNICAL ENGINEERS AND GEOLOGISTS I Table of Contents I I REPORT OF GEOTECHNICAL SERVICES Page Introduction ..................2 Grading Procedures ..............2 Testing .....................3 CONCLUSIONS AND RECOMMENDATIONS ..........4 As-Built Geology ...............4 Pre-Eocene Deposits ...........4 Eocene Deposits .............4 Post-Eocene Deposits ..........4 Structure ..................5 Mitigation of Geologic Conditions ......5 Restricted Use Zone .............7 Maintenance • ...............g Grading . .................. Slopes ....................9 Expansive Soils .............. g Sununarr ...................10 Foundation Support ..............10 General Foundation Setbacks ..........11 Expansive Soil Considerations ........12 Drainage Control ................12 General Conditions ..............14 ATTACHMENTS Table I ...................A-A - A-B Table II .....................A- 1 - A-77 Table III ..................B-1 - B-3 Geologic Maps ................ Sheets l-3 Plans'- Location of Field Tests .......Sheets 4 - 6 Job No. 285-256 -.February 25, 1987 I M 0 0 R E & TA B E R GEOTECHNICAL ENGINEERS AND GEOLOGISTS I I 'I REPORT OF GEOTECHNICAL SERVICES Introduction This report presents the results of our field observations and tests performed during recent grading operations within Unit I of the Carlsbad Airport Business Center, (Tract No. 81-46). These soils engineering services were conducted in compliance with a request by Mr. Don Cook representing Centre Development Company. Grading recommendations and data pertaining to the site soils and geologic conditions were presented in H.V. Lawmaster and Company, Preliminary Geotechnical Investigation, Proposed Palomar Business Park, North San Diego, County, California, File No. 79-9394/654G, (dated January 15, 1980), and subsequent letters of recommendation by Moore & Taber. Grading Procedures The grading was performed by Templeton Construction between November, 1985 and November, 1986. Earthwork consisted primarily of filling incised drainage canyons from adjacent ridges. This fill placement, in association with other cut and fill operations, was performed in order to create essentially level commercial building lots. Site preparation prior to fill placement included the removal of heavy vegetation and unsuitable materials. The canyon bottoms were cleaned of alluvium to expose bedrock and subsequent to observation of canyon clean-outs by the project geologist, sub- drains conforming to project specifications were installed in the major drainage courses. After installation of subdrains the canyons were brought to proposed grades with compacted fill. As fills progressed upslope, alluvium, colluvial and slopewash materials were removed by benching to expose firm natural ground. Where fills were constructed on sloping terrain an equipment width bench was established at the toe of the fill slope. I Soils used as fills were obtained on the site and were essentially free of organic matter or objectionable material. Fill materials were spread in thin lifts, watered to above optimum moisture content and I compacted by sheepsfoot and pneumatic wheel rolling. The slopes were backrolled with 'a sheepsfoot roller as the fill was raised and were cut back to firm material or track walked upon completion. The-maximum depth of compacted fill is in I Job No. 285-256 - February 25, 1987 -2- I LI I fl I I I I I I I I MOORE & TAB ER GEOTECHNICAL ENGINEERS AND GEOLOGISTS I the area of Lot' compacted fill southwest corner 25 and is about 64 feet. The maximum height of a slope is about 78 feet and is located in the of Lot 22. Two earthern storm water retention basins were constructed within green belt areas of the subject project. The embankment fill placed near Lot 1, adjacent to Palomar Airport Road and Camino Vida Roble was founded on firm natural ground. Due to the high moisture content of alluvial soils beneath the proposed embankment within a portion of Lot 16 it was recommended that removal be limited to five feet in depth. Subsequent to removal, the exposed wet granular soils were rolled with heavy equipment. Embankment fills consisted of on-site soils which were spread in thin lifts, moisture conditioned as required and compacted to at least 90 percent of maximum density were then placed on the cleaned prepared surfaces. Cut slopes were observed by an engineering geologist during excavations and subsequent to completion, in order to determine the potential stability of the geologic structure. Where adverse geologic conditions were observed. The slopes were stabilized with compacted fill buttresses or stabilization fills as described within the "As-Built Geology" section of this report. Buttress and stabilization toe keys were observed by project geotechnical representatives of Moore & Taber prior to fill placement. Subdrains consisting of filter gravel and perforated pipe were installed at the head of the toe keys. Where slopes were over 30 feet in height, subdrains were installed at vertical intervals within the slope. Laterals consisting of non-perforated pipe were installed at appropriate intervals to provide drainage outlets. After placement of the subdrains, the fills were brought to grade with compacted fill. The approximate location and elevation of the filled ground stabilization and buttress fills, subdrains, and the embankment fills are shown on the attached plans which are modifications of revised "As-Built Maps" prepared by The McIntire Group. Testing Maximum dry density and • optimum moisture content of the representative soils used to construct the fills were determined in the laboratory by ASTM Test Method D1557-70. The results of the compaction curves are presented in Table I. A total of two thousand five hundred-three (2503) field moisture-density tests were taken on the site during fill place- ment operations to determine relative compaction. Fill soils were tested using the sand volume, drive cylinder and nuclear gauge methods, as described in ASTM publications. Results of the Job No. 285-256 - February 25, 1987 -3- I I I I I I I I I I El n I M 0 0 R E & TA B E R GEOTECHNICAL ENGINEERS AND GEOLOGISTS I I relative compaction tests are presented in Table II and the locations are shown on the attached drawing. The fill placement operation was performed with essentially continuous observations I and testing by a qualified soils technician from this office. When a test indicated compaction below the required density, the failing test area was removed, •.reworked, and/or recompacted and I checked by additional testing. Expansion tests were performed on typical samples of repre- sentative soils in accordance with the standard procedure for the I Expansion Index Test (UBC Standard 29-2). The results are as shown in Table III. I CONCLUSIONS AND RECOMMENDATIONS I As-Built Geolo The following is a summary of geologic conditions encountered I . and recommendations provided, during grading within Unit I of the Carlsbad Airport Center, (Tract 81-46). The geotechnical condi- tions encountered during grading of Unit No. 1 were generally I consistent with those anticipated and described in H.V. Lawmaster and Company, Preliminary Geotechnical Investigation of January 5, 1980. I Sediments exposed during grading consisted of the following: Pre-Eocene Deposits - Pre-Eocene bedrock within the project limits consists of The Jurassic Santiago Peak Volcanics which were encountered along the north westerly portion of the project site. The Santiago Peak Formation consists of metamorphosed volcanic breccia, agglomerate and volcanic conglomerate. Eocene Deposits - Overlying the Santiago Peak Volcanics within the project limits is the Eocene Del Mar Formation which consists predominantly of fine to coarse grained gray-white or yellow-white poorly bedded sandstone, with interbeddéd gray-white or yellow silty sandstone and gray-green or brown clayey. silt-stone. Post-Eocene Deposits . - The Eocene bedrock is overlain unconformably. by Holocene alluvium/colluvium/topsoils. The Holocene soils were variable over the project site and varied from silty clays to clayey sands. Depths of the soils ranged from a few feet along the ridges to 20 - 30 feet deep in the larger canyons. Job No. 285-256 - February 25, 1987 -4- fl H I n I I 1 I i MOORE & TAB ER GEOTECHNICAL ENGINEERS AND GEOLOGISTS 1 I Structure Structurally the bedrock was only slightly deformed with dips where observed typically less than 20 degrees. The general dip of bedding on the project site is 4-12 degrees to the south- southwest. • One exception is in the northwest section of Unit 1 where bedding dips west-northwest. Mitigation of Geologic Conditions I Cut slopes were observed by an engineering geologist, during excavation and subsequent to completion, in order to evaluate the stability of the geologic structure. Where adverse geologic I conditions were believed to create a potentially unstable condi- tion, the slope was stabilized with compacted fill buttresses or stabilization blankets. Slopes where stabilization or buttress I fills exist and the dimensions are tabulated below. The locations of stabilization fills are also shown on the inclosed geologic maps. Approximate Location Lot No. and Dimensions of Remedial Earthwork I 23 Southwest facing slope between Lots 23 and 24 12-15 feet wide at top and bottom. I Approximately 190 feet long. 20 Southerly facing slope between Lots 20 and 21 I Approximately 15-18 feet .wide at top and bottom. Approximately 540 feet long. I Original Southerly facing slope between original Lots 13-14 13-14 and Palomar Airport Road Buttress dimensions are about 12-15 feet wide, top l and bottom of slope, from approximately 140. feet east of the southwest corner of original Lot 14 to the east end of Lot 13. The buttress was not extended the full length of the slope' and native I soil (colluvium/topsoil) was left in place at the southwest corner of.original Lot 14. Buttress is approximately 460 feet long. I S Southerly facing slope, west side of Lot 5, between Lot 5 and SDG & E tower Approximately 15 feet wide at bottom, approximately 1 6 feet wide at top of slope. Approximately 320 feet long. 1 Job No. 285-256 - February 25, 1987 -5- I I I I M 0 0 R E & TA B E R GEOTECHNICAL ENGINEERS AND GEOLOGISTS I 5 Southerly facing slope between Lot 5 and Lot 7-8 property line (east of tower) West half of buttress approximately 12 feet wide at I bottom and approximately 6 feet wide at top of slope. East half of buttress approximately 15 feet wide at bottom. Buttress did not extend to top of - slope, it was terminated at about elevation 229.0. I Approximately 300 feet to the east. 7-8 Southerly facing slope between Lot 7-8 and Wright I Place West half of buttress approximately 40 feet wide at base and 20 wide on top. East half of buttress I approximately 20 feet wide at base and 15 wide at top of slope. Approximately 560 feet long. I ll Southerly facing slope north of Lot 11 Access Road Approximately 20 feet wide at bottom and approxi- mately 8 feet wide at top of slope. I Approximately 320 feet long. 11-12 Southerly facing slope below Lots 11-12 and Palomar Airport Road I Approximately 15 feet wide at top and bottom of slope. I . Approximately 740 feet long. 4 Southerly facing slope at south edge of Lot 4 Base width varies between 60 feet wide to 100 feet I wide, top of slope approximately 20 feet wide. 3 Southerly facing slopes between Lots 3 and 10 below .. SDG&Etower I . West of tower base width is approximately 60 to 100 feet wide, top of slope is approximately 12-20 feet I. wide. Above power pole pad and access road, base width varies between 30-65 feet wide with an ap- proximately 20 foot top of slope width. South of tower pad and access road, base width I varies., from 12 to 60 feet with a top width of approximately 15 to 20 feet. 2 South facing' slope between Lots 2 and 10 I Base width approximately 45 feet wide, top of slope approximately 15' to 20 feet wide. 1 1 Job No. . 285-256 - February 25, 1987 -6- 7 I MOORE & TABER GEOTECHNICAL ENGINEERS AND GEOLOGISTS I Restricted Use Zone In some areas, it was decided to leave some areas of adverse I geologic structure unsupported. At these locations a Restricted Use Zones (RUZ) has been established. A RUZ is defined as an area restricted for the construction of permanent structures, unless I remedial work or further investigation is completed. A descrip- tion of these areas is listed below. During site grading a compacted fill buttress was required I along the south facing, slope along the south sides of original Lots 13 and 14 to support an adverse bedding condition. At the request of a representative of Centre Development, the buttress I .was not extended the full length of the cut and native soil (colluviuni/ topsoil) was left in place near the southwest corner of original Lot 14. Because the soil zone was not removed and I underlying bedding was left unsupported, a Restricted Use Zone was required. The approximate limits of the RUZ along original Lot 14 are depicted on page 8, and can be generally described as follows: I The east-west limits are from the southwest corner of Lot 14 extending approximately 140 feet to the east. The north- south limits are from the toe of slope to approximately 45 I feet north of the top of slope. 'During site grading of Lot 7 and 8, a southerly facing fill I over cut slope was constructed, dividing Lot 7 and 8 into a north and a south section. Due to adverse geology in the cut portion of the fill over cut slope, the northern half, which is the upper pad of Lot 7 and 8 will be restricted. This RUZ is intended to limit I construction of all buildings but surface parking will be accep- table. . . I Two other cut slope areas of adverse geology exist within the project site. The adverse geology of both areas consist of out of slope components of dip.. These adverse conditions should not affect the finished commercial sites and do not necessitate I establishing a Restricted Use Zone. These areas will be mitigated during grading of Carlsbad Tract No. 81-46, Unit No. 2. These two areas are the southwest facing cut slope located on the northeast U side of Palomar Oaks Way northeast of Lot 19 and the southwest facing cut slope located on Camino Vida Roble, northeast of Lot 1.' I No other adverse geologic structures or conditions were noted within the project limits. Job No. 285-256 - February 25, 1987 . -7- U I v___•',, WN Ua - - . RUZ.. - - - .- • - • Airport Eusiness Center - • - - . . . - . -CT 81-46, Unit Yin.* 1, Lot 13 Carlsbad, California - APPROXIMATE LIMIT OF RU"? * - -. - -• -- :- • - . MOORE a TABER - Engineers- Geologists - . -. • .• - -• Dote 2-25-87 . Job N2 285-256 ,• •>yL -? _*L- - - - - -# - ' ---a - - -' - - 4 - .:-i:- - L1Lj.f - J I MOORE & TAB ER GEOTECHNICAL ENGINEERS AND GEOLOGISTS I Maintenance As with the fill slopes constructed in association with site I grading, judicious landscaping and irrigation schemes will add significantly to the inherent stability of finished cut slopes. Some ravelling and dislodgment of small blocks are inevitable I within the fresh exposed cuts, but this can be minimized through a well defined maintenance program. I Grading Accepted construction practice and testing procedures were followed during the grading operations. It is our opinion that I the fill was placed and compacted in conformance with the project plans and specifications, the City of Carlsbad Grading Ordinance, and the recommendations contained in our referenced reports. I Based on our observation and tests, it is concluded that areas to receive fill were properly prepared as required. Representative field tests indicate the fill materials were compacted to a minimum of. 90 percent relative compaction at the locations and I elevations shown on the attached drawing. This report describes geotechnical services provided during I rough grading of the subject project. Additional construction involving earthwork, such as utility trench or retaining wall backfill, pavement subgrade, etc., may require. geotechnical I observation and testing. Notification should be given to the soils engineer prior to commencement of this work in order to schedule these geotechnical services. Slopes Fill slopes were backrolled during construction and were I either cut back to firm material or track-walked upon completion. Fill slopes are considered to be stable for the intended use and with adequate planting and proper maintenance should remain so. I Expansive Soils . During, and at the conclusion of grading, expansion tests were performed on samples of the typical soils within three feet of pad grade. Results of these tests are presented in Table III. Based on the results of these tests and our observations, we conclude that expansive soils will influence footing and slab design. The recommendations for foundations and slabs are covered in following portions of this report for site geotechnical conditions. Job No. 285-256 - February 25, 1987 -9- I I I I M 0 0 R E & TA B E R GEOTECHNICAL ENGINEERS AND GEOLOGISTS L~ I Summary The following recommendations are based on geotechnical data I obtained during the previously referenced geotechnical investi- gation, and during site grading, interpretation of the physical data obtained during these periods, and previous experience with I other developments. The subject lots expose undisturbed bedrock and compacted fill which will provide adequate support for future structures. I The most suitable foundation system for individual buildings will be dependent upon the final structure location, the magnitude and variability of foundation loads, and the sensitivity of the I structure to differential movement. Preliminary foundation recommendations are presented for what we anticipate to be the most prevalent structural conditions. As building locations, I foundation plans, and loading conditions become available, they should be reviewed by the geotechnical engineer. Additional geotechnical investigations may be necessary to develop site- specific design parameters for some structures. The potential foundation soils range from non-expansive to highly expansive. Special design considerations and site prepara- tion may be necessary to mitigate these conditions. The geotechnical conditions and associated engineering I characteristics vary considerably within the subject lots and consequently, some of the design values presented in subsequent sections may be conservative for some building locations. Additional investigation oriented toward a specific lot or project may result in more favorable design parameters. Foundation Support I Building sites are comprised of cut into bedrock and/or compacted fill. It is recognized that even properly engineered I .fill soils can experience some minor compression after placement in response to future moisture increases and imposed loads from overlying fill or structures. The potential magnitude of this compression is proportional to the thickness of the fill and I structural loads. Therefore, to minimize potential differential movement, every attempt should be made in planning to locate structures in areas having the most uniform geotechnical condi- tions and foundation loadings. The use of conventional footing foundations will provide adequate support for most structures. For buildings with reason- ably uniform structural loads which do not exceed about 100 kips for column loads and about 7 kips/foot for wall loads, footing foundations may be designed using an allowable bearing pressure of I Job No. 285-256 - February 25, 1987 -10- I M 0 0 R E & TA B E R GEOTECHNICAL ENGINEERS AND GEOLOGISTS 3500 psf in bedrock (cut areas) and 2000 psf in compacted fill. The maximum estimated total settlement resulting from these column or wall loads is less than one inch. The anticipated differential settlement between similarly loaded footings should be less than one-quarter inch. A detailed foundation investigation is recommended for individual structures if any of the following conditions are applicable:' Designers desire site - specific design parameters. Sensitivity of design requires detailed data on poten- tial differential settlement. Design necessitates a significant range in 'structural loads. Design loads exceed about 100 kips for columns or 7 kips/foot for walls. Geotechnical review of site plans indicates significant fill thickness differentials beneath buildings. The detailed 'study would provide site-specific design Parameters oriented toward the particular project. Based on structural considerations, it would include consideration of pile foundations or variable bearing pressures on spread footings to minimize potential differential foundation response and/or provide support for very heavy foundation loads. General Foundation Setbacks A moderate foundation setback should be maintained from the top of slopes. This setback should be equal to 0.33 H + 5 feet (where H = height of slope) with a maximum setback of 30' feet for fill slopes and 20 feet for cut slopes. Improvements within these setback areas may be subject to some lateral and vertical displacement resulting from long-term creep. Consequently,, structures which encroach within the set- back may require special design (e.g. support by means of pile foundations). An additional investigative study will be required on a project where structural encroachment in the setback area is necessary. Job No. 285-256 - February 25, 1987 -11- fl li I MOORE & TAB ER GEOTECHNICAL ENGINEERS AND GEOLOGISTS I I Expansive Soil Considerations As indicated by the Expansion Index Test results (Table III) I . most of the on-site soils are considered to be expansive. This condition will influence foundation and slab design. Recommen- dations for the expansion potential based on the preliminary I testing are on the following page. Site-specific recommendations can be prepared when final grading within building areas is complete. I To promote greater uniformity of moisture below structures, a moisture barrier should be constructed around the exterior walls -. of buildings when the expansion index exceeds 60. Where concrete I or asphalt paving will not abut the building, exterior footings should be continuous or exterior grade beams or wall panels should be extended to the minimum depth indicated for foundations. Use I of gravel bedding beneath slabs is not recommended. However, to aid in moisture retention and to facilitate construction, a six- inch thick blanket of sand could be placed over the building area. I . Where. moisture may adversely affect interior fixtures, a vapor barrier, such as a polyethylene membrane, is recommended beneath building slabs. I . Consideration should be given to the effect of expansive soils on exterior fixtures when underlain by soils with an expansive index greater than 40. The subgrade beneath exterior I concrete "flat-work" should have a moisture content well above optimum to a depth of approximately 12 inches. Consideration should be given to reinforcement of exterior concrete slabs similar to the building reinforcement and/or separate slabs with I "cold Joints" at no more than ten foot intervals. Drainage Control Positive drainage of surface water away from structures and to the parking and drive areas is very important. No water should be allowed to pond at any location. Where slabs or pavement are not feasible adjacent to the buildings, the ground surface should be provided with a minimum gradient of about six percent to a distance of five feet away from the structures where expansive soils are at finished grade. A lower gradient (such as four percent) can be used when the expansion index of the surface soils is less than 40. Roof and surface water should be transported off the site in approved drainage devices or unobstructed swales. Unpaved drainage swales should have a gradient of at least one percent. Swales or drainage paths through lawn areas should be provided with a gradient of at least two percent. Where neces- sary, drainage paths could be shortened by use of area drains and collector pipes. Job No. 285-256 - February 25, 1987 -12- I I I I - - - - - - -S - - - - - - - - - - - c-i 0 PRELIMINARY PECXENDJTIONS FOR EXPANSIVE SOIL 0 • Expansive Index Minimum. Footing Minimum Minimum Moisture co Ln Range Depth (Inches) 1 Reinforcement Control of 2 Slab Su1rade Ln. Interior Exterior Continuous Footi s 3 Slabs 4 Moisture Content gt?pj~t_R ired , (% of optimum) (inches) CD 0 - 50 12 18 1-44 Bar- T&B 43 Bars @ 125-130 18 3011 o.c. II 51 - 70 18 18 1-#4 Bar T&B #3 Bars @ 130-140 24 24" o.c. (.11 , 71 - 120 18 24 145 Bar T&B #3 Bars @ 140 30 co 18" o.c. NOTES: 1Applicable to interior footings with slab-on-grade construction. If. raised floor construction is proposed, interior footings should be treated as exterior. 2Moisture requirements immediately prior to pouring slab. and after footings have been poured. To be tested by a representative of the project Soils Engineer. 3Bar5 to be placed at top and bottom (T&B) of footing with a minimum of three inches of concrete coverage. 451ab reinforbement to be placed horizontally in both the principle slab direction and normal to the principle direction. Reinforcement should be at the mid- oint of the. iAbwhere 1jC expa,ion index exceeds 40. Conctete slabs-- should be -tied to the exterior wall panels or footings with at least #3 bars spaced to coincide with the slab reinforcement. I-, - I M 0 0 R E & TA B E R GEOTECHNICAL ENGINEERS AND GEOLOGISTS I Planters adjacent to the building should be avoided insofar as possible. Planting areas at grade should be provided with good positive drainage. Wherever possible, exposed soil areas should be above adjacent paved grades unless provisions for drainage, such as catch basins and pipe drains are made. Adequate drainage gradients, devices and curbing should be provided to prevent run- off from adjacent pavement or walks into panting areas Considera- tion should be given to irrigation methods which will promote uniformity of moisture in planters and beneath adjacent concrete "flat-work." Over-watering and under-watering of landscape areas must be avoided. General Conditions This report has been prepared in accordance with generally accepted geotechnical practices and makes no other warranties, either express or implied, as to the professional advice or data included in it. The report is based on the project as described and the data obtained in the field or from referenced documents. This report has not been prepared for use by parties or projects other than those named or described above. I I MOORE & TABER ,m 3%ëa Ted M. Primas Staff Geolögist Revi ed by Gary L. Lass CEG 1093 1 I' I I I - Reviewed by Dugald R. Campbell RCE 18723, Expires 6-30-89 TMP/GLL/DRC/ta Attachments: Tables I, II, and III Plans - Location of Field Tests - 3 sheets Geology Maps - 3 sheets Distribution: (5) Client I. I I Job No. 285-256 - February 25, 1987 I I I -14- I M 0 0 R E & TA B E R GEOTECHNICAL ENGINEERS AND GEOLOGISTS I 1 TABLE I Maximum Dry 'Density (pcf) 122.5 114.0 115.5 111.8 121.5 117.5 114.5 114.5 A Dark red-brown SANDY. CLAY B Gray-brown SANDY CLAY C Light brown SANDY CLAY D Yellow and white SANDY SILT E Tan-gray CLAYEY SILT Gray-brown fine to medium CLAYEY SAND G Red-brown SANDY CLAY H Mottled tan CLAYEY SILT with SAND I Yellow-brown CLAYEY SILT 106.0 with SILTSTONE J Yellow-brown SANDY SILT with 116.0 CLAY K Light tan fine to medium 110.5 • ' SILTY SAND L Brown SANDY SILT with CLAY 113.5 M Mottled gray-brown and orange 112.5 CLAYEY SILT with SAND Tan-white SANDY SILT 114.5 o Tan-gray SILTY SAND 115.5 P Dark brown SILTY SAND 117.0 Q Tan-white SILTY SAND 113.0 R Tan-gray fine SILTY SAND 114.5 S Light yellow-gray fine 113.5 SILTY SAND T Mottled orange-brown, SANDY 113.0 SILT with SILTSTONE U Gray-brown SANDY SILT--with 112.5 SILTSTONE V Light brown and gray CLAYEY 104.0 SILT with SILTSTONE W Yellow-tan fine to medium 114.0 SILTY SAND X Light tan fine SILTY SAND 110.0 Y Mottled green-brown-CLAYEY 101.5 SILT with SILTSTONE Z Mottled yellow-brown SANDY 115.5 CLAY AA Mottled red-yellow fine to 116.5 medium SILTY SAND Job No. 285-256 - February 25, 1987 Optimum Moisture Content ---------------- (percent) 10.5 13.5 12.8 14.5 11.0 12.0 12 .5 12.0 16.8 13 .0 13 .0 13.0 14 .0 15.0 13.8 12 .2 14 .0 14 .2 13.5 14 .0 15.5 18 .5 12.5 16.0 21.5 12 .5 13.5 A-A I Soil Type Description J I I I I Li] M 0 0 R E & TA B E R GEOTECHNICAL ENGINEERS AND GEOLOGISTS TABLE I (cont'd Soil Maximum Optimum Type Description Dry Density Moisture Content (pcf) (percent) BB Mottled gray-green 106.0 17.0 SANDY SILT with SILTSTONE CC Dark gray SANDY SILT with 113.0 15.0 SILTSTONE DD Gray fine to medium SILTY 119.0 12.5 SAND with SILTSTONE Job No. 285-256 - February 25, 1987 A-B APPENDIX -A- II TABLE II Test Test Test Maximum Moisture Dry Relative Number Date Elev. Density Content Density Compaction (feet) (pcf) (percent) (pcf) (percent) 1 11-15-85 171.0 111.8 14.2 108.9 97 2 11-15-85 174.0 115.5 16.9 111.4 96 3 11-15-85 177.0 115.5 16.3 111.2 96 4 11-15-85 179.0 115.5 17.6 109.5 95 5 11-15-85 180.0 115.5 17.6 108.5 . 94 6 11-15-85 186.0 111.8 ' 16.6 105.7 95 7 11-15-85 188.0 111.8 16.1 107.8 96 8 11-15-85 182.0 115.5 16.8 111.8 97 9 . 11-20-85 185.0 122.0 13.6 112.0 92 10 11-20-85 191.0 122.0 14.9 111.9 92 11 11-20-85 187.0 114.0 14.9 108.6 95 12 11-20-85 190.0 122.0 11.1 111.1 91 13 11-20-85 194.0 114.0 13.6 105.3 92 14 11-21-85 197.0 114.0 17.6 102.0 90 15 11-21-85 196.0 115.5 11.1 106.0 92 16 sv 11-21-85 180.0 111.8 15.9 100.3 90 17 sv 11-21-85 180.0 111.8 15.6 105.8 95 18 sv 11-21-85 183.0 117.5 14.9 107.5 91 19 11-21-85 182.0 121.5 15.6 111.9 92 20 11-21-85 181.0 117.5 17.6 107.1 91 21 11-21-85 181.0 117.5 17.6 107.0 91 22 sv 11-21-85 184.0 117.5 17.6 108.3 92 23 11-21-85 197.0 114.0 16.2 109.8 96 24 11-22-85 199.0 . 117.5 14.3 105.9 90 25 11-22-85 200.0 .117.5 20.5 106.1 90 26 11-22-85 202.0 117.5 13.6 105.3 90 27 11-22-85 203.0 111.8 20.5 102.9 92 28 .11-22-85 202.5 111.8 19.0 102.5 92 29 11-22-85 204.5 111.8 ' . 16.2 103.6 93 30 . 11-22-85 206.0 122.0 10.4, 112.7 92 31 11-22-85 207.5 111.8 17.6 107.8 96 32 ' 11-22-85 206.5 117.5 14.9 105.3 90 33 12-05-85 206.0 111.8 16.2 100.3 90 34 12-05-85 206.5 111.8 14.9 ' 102.9 92 35 12-05-85 205.0 121.5 10.4 110.1 91 Job No. 285-256 - February 25, 1987 A-i TABLE II (Continued) Test Test Test Maximum Moisture Dry Relative Number Date Elev. Density Content Density Compaction (feet) (pcf) (percent) (pcf) (percent) 36 12-05-85 209.0 111.8 16.2 102.6 92 37 12-05-85 208.0 121.5 10.4 112.5 93 38 12-06-85 209.0 121.5 12.3 109.5 90 39 12-06-85 208.0 114.0 16.2 102.4 90 40 12-06-85 210.0 111.8 16.2 100.3 90 41 12-06-85 212.0 111.8 13.6 101.8 91 42 sv 12-09-85 218.0 111.8 16.2 101.4 91 43 nu 12-09-85 213.0 111.8 20.2 86.5 77 ck by 44 .44 nu 12-09-85 .213.0 111.8 13.0 105.2 94 45 12-09-85 215.0 111.8 14.9 105.0 94 46 sv 12-09-85 211.0 122.0 12.3 113.1 93 47 flu 12-09-85 214.0 115.5 14.2 109.0 94 48 12-09-85 187.0 111.8 16.2 104.1 93 49 12-09-85 226.0 111.8 12.3 100.8 90 50 sv 12-09-85 216.0 117.5 14.9 108.5 92--- 51 12-10-85 188.0 117.5', 16.2 107.6 92 52 sv 12-10-85 216.0 114.0 14.9 105.9 93 53 12-10-85 217.0 114.0 16.2 105.7 93, 54 12-10-85 217.0 114.0 17..6 102.6 90 55 12-10-85 229.0 111.8 16.2 101.5 ' 91 56 12-10-85 218.0 '111.8 14.9 101.5 91 57 12-12-85 220.0 111.8 16.2 102.4 92 58 12-12-85 221.0 115.5 14.9 103.9 90 59 sv 12-12-85 220.5 111.8 19.0 102.9 92 60 12-12-85 222.0 115.5 17.6 .103.9 90 61 12-12-85 223.0 121.5 13.6 108.8 90 62 sv 12-12-85 223.0 115.5 16.2 107.0 93 63 ' 12-13-85 222.0 122.0 12.3 112.7 92 64 . 12-13-85 223.5 114.5 13.6 112.3 ' 98 '65 12-13-85 224.0 111.8 17.6 100.9 90 66 sv 12-13-85 225.0 114.5 ' 17.6 90.7 79 ck by 69 67 12-13-85 224.5 111.8 14.2 103.2 92 68 12-13-85 226.0 114.0 16.2 .104.0 91 69 .12-13-85 225.0 114.5 17.6 106.0 93 70 12-13-85 226.0 114.0 16.9 . 105.2 92 Job No. 285-256 - February 25, 1987 . A-2 TABLE II (Continued) Test Test Test Maximum Moisture Dry Relative Number Date Elev. Density Content Density Compaction (feet) (pcf) (percent) (pcf) (percent) 71 12-13-85 224.0 111.8 12.3 104.0 93 72 sv 12-16-85 222.0 114.5 13.6 106.3 93 73 sv 12-16-85 225.0 121.5 13.0 108.8 90 74 12-16-85 232.0 111.8 17.6 100.3 90 75 sv 12-16-85 228.0 117.5 17.6 107.8 92 76 12-16-85 229.0 111.8 16.2 104.6 94 77 12-16-85 242.0 115.5 14.9 107.0 93 77 12-16-85 242.0 115.5 14.9 107.0 93 78 12-16-85 231.0 111.8 16.2 103.8 93 79 12-16-85 230.0 111.8 14.9 101.8 91 80 12-17-85 228.0 117.5 14.9 108.6 92 81 12-17-85 206.0 117.5 16.2 108.8 93 82 sv 12-17-85 225.0 122.0 13.6 109.3 90 83 sv 12-17-85 227.0 122.0 13.6 113.1 93 84 12-17-85 230.0 122.0 14.9 111.4 91 85 12-17-85 226.0 111.8 14.9 103.0 92 86 12-17-85 197.0 114.5 14.2 104.2 91 87 nu 12-18-85 190.0 114.5 14.0 107.0 93 88 nu 12-18-85 192.0 114.5 14.1 107.7 94 89 nu 12-18-85 230.5 114.5 15.7 106.7 93 90 nu 12-18-85 233.5 114.5 15.7 106.2 93 91 12-18-85 200.0 117.5 14.2 109.3 93 92 12-18-85 228.5 115.5 13.6 112.0 97 93 12-18-85 226.0 122.0 12.3 109.9 90 94 12-18-85 223.0 115.5 16.2 106.4 92 95 12-18-85 234.0 111.8 12.3 102.2 91 96 sv 12-18-85 237.0 1.14.5 14.2 106.6 93 97 sv 12-18-85 235.0 114.5 16.2 107.4 94 98 sv 12-19-85 234.0 115.5 16.2 104.6 91 99 nu 12-19-85 224.0 114.5 15.1 107.2 94 100 12-19-85 239.0 111.8 . 14.9 102.7 92 101 12-19-85 234.5 114.5 16.2 104.1 91 102 sv 12-19-85 231.0 117.5 14.9 1-06.5 91 103 12-19-85 243.0 111.8 16.2 103.3 92 104 12-20-85 246.0 111.8 19.0 101.8 91 Job No. 285-256 - February 25, 1987 A-3 105 12-20-85 106 12-20-85 107 12-20-85 108 12-20-85 109 12-20-85 110 12-20-85 111 12-20-85 112 sv 12-23-85 113 sv 12-23-85 114 sv 12-23-85 115 12-23-85 116 12-23-85 117 12-23-85 118 12-23-85 119 12-23-85 120 12-23-85 121 12-24-85 122 sv 12-24-85 123 12-24-85 124 12-24-85 125 12-24-85 126. 12-24-85 127 12-26-85 128 flu 12-26-85 129 12-26-85 130 sv 12-26-85 131 flu 1-26-85 132 flU 12-26-85 133 12-26-85 134 12-26-85 135 12-26-85 136 flu .12-27-85 137 12-27-85 138 12-27-85 139 12-27-85 260.0 115.5 17.6 106.0 243.0 115.5 16.2 106.7 236.0 111.8 10.4 101.1 240.0 115.5 14.2 104.7 235.0 117.5 12.3 107.4 244.5 111.8 13.6 104.8 262.0 122.0 14.2 110.3 253.5 122.0 14.9 114.9 241.0 106.0 19.0 103.2 235.0 106.0 17.6 105.2 231.0 106.0 14.2 102.1 261.0 116.0 11.1 108.0 235.0 121.5 16.2 109.0 243.0 114.5 14.9 109.8 233.0 106.0 14.9 105.1 260.0 114.5 16.2 . 108.3 253.0 106.0 17.6 102.0 233.5 111.8 14.9 102.0 237.0 111.8 16.2 102.2 242.0 114.5 9.8 103.1 236.0 110.5 14.9 104.4 241.0 110.5 14.9 105.1 263.0 111.8 14.9 101.0 239.0 110.5 10.2 110.2 248.0 106.0 16.2 103.8 243.0 106.0 13.6 101.5 236.0 116.0 15.1 109.0 238.0 116.0 14.9 108.7 148.0 110.5 11.7 102.2 150.0 110.5 17.0 106.0 152.0 110.5 17.6 107.2 154.0 110.5 16.2 . 98.9 155.5 113.5 14.9 101.8. 247.0 116.0 16.2 105.7 243.0 . 106.0 16.9 100.9 I I I I I 92 92 90 91 91 94 90 94 97 99 96 93 90 96 99 95 96 91 91 90 95 95 90 100 98 96 94 94 93 96 97 90 90 91 95 I I I Test Test Number Date ft1 TABLE II (Continued) Test Maximum Moisture Elev. Density Content (feet) (pcf) (percent) Dry Relative Density Compaction (pcf) (percent) Job No. 285-256 - February 25, 1987 A-4 I TABLE I (Continued) Test Test Test Maximum Moisture Dry Relative Number. Date Elev. Density Content Density Compaction (feet) (pcf) (percent) (pcf) (percent) 140 sv 12-27-85 248.0 106.0 13.6 102.1 96 141 sv 12-27-85 240.0 116.0 16.2 106.3 92 142 12-27-85 228.0 116.0 14.9 104.6 90 143 12-27-85 230.0 106.0 13.6 103.5 98 144 12-30-85 262.5 111.8 13.6 106.5 95 145 sv 12-30-85 245.0 116.0 16.2 107.3 92 146 sv 12-30-85 245.5 116.0 14.9 111.4 96 147 12-30-85 155.5 113.5 17.6 106.1 93 148 12-30-85 157.5 1105 16.9 99.7 90 149 12-30-85 248.0 116..0 14.2 107.2 92 150 12-30-85 159.0 112.5 17.6 101.7 90 151 12-30-85 161.0 112.5 17.6 100.9 90 152 12-30-85 158.0 110.5 11.1 101.2 92 153 12-30-85 815.0 110.5 12.3 102.8 93 154 12-30-85 163.0 110.5 13.6 102.5 93 155 12-30-85 165.0 110.5 16.2 103.3 93 156 12-31-85. 161.0 110.5 19.0 103.2 93 157 12-31-85 164.0 110.5 17.6 103.9 94 158 12-31-85 166.0 110.5 17.6 103.2 93 159 12-31-85 243.0 116.0 14.9 107.2 92 160 12-31-85 250.0 116.0 16.2 109.5 94 161 12-31-85 166.5 113.5 17.6 105.8 93 162- 12-31-85 168.5 112.5 17.6 104.1 93 163 12-31-85 172.0 112.5 16.2 103.4 92 164 12-31-85 170.0 112.5 17.6 103.1 92 165 01-02-86 171.0 110.5 12.3 108.3 98 166 01-02-86. 152.0 112.5 16.2 105.0 93 167 sv 01-02-86 154.0 112.5 17.6 106.2 94 168 sv 01-02-86 156.5 112.5 16.2 107.3 95 169 01-02-86 254.0 116.0 16.9 105.0 91 170 01702-86 249.0 116.0 14.9 107.9 93 171 01-02-86 265.5 116.0 16.2 107.2 92 172 sv 01-02-86 159.0 113.5 17.6 102.6 90 173 sv 01-02-86 164.0 113.5 16.9 105.2 93 174 01-02-86 172.0 110.5 13.6 107.0 97 Job No. 285-256 - February 25, 1987 A-5 TABLE II (Continued) Test Test Test Maximum Moisture Dry Relative Number Date Elev. Density Content Density Compaction (feet) (pcf) (percent) (pcf) (percent) 175 01-03-86 169.0 113.5 17.6 104.1 92 .176 01-03-86 173.0 113..5 17.6 106.1. 93 177 sv 01-03-86 175.0 110.5 14.2 106.9 97 178 sv 01-03-86, 170.0 110.5 13.6 105.7 96 179 01-03-86 150.0 110.5 16.2 103.6 -94 180 01-03-86 154.0 -110.5 16.2 104.0 94 181 01-06-86 . 156.0 110.5 10.4 99.3 90 182 01-06-86 155.5 110.5 14.2 105.1 95 183 01-06-86 175.0 110.5 11.1 101.4 92 184 01-06786 175.0 110.5 13.6 104.0 94 185 sv-01-06-86 252.5 106.0 16.2 102.8 97 186 sv 01-06-86 256.0 106.0 14.9 105.7 100 187 01-06-86 . 260.0 106.0 14.9 102.7 97 188 01-06-86 263.5 106.0 14.2 104.4 98 189 01-06-86 180.0 110.5 13.6 107.4 97 .190 01-06-86 174.0 110.5 14.2 . 103.7 94 191 01-07-86 170.0 113.5 14.2 .103.0 91 192 01-07-86 176.0 113.5 14.9 103.7 91 193 01-07-86 837.0 113.5 13.6 105.5 93 194 01-07-86 169.0 113.5 16.2 .104.0 92 195 sv 01-07-86 .268.5 .111.8 16.2 101.7 91 196 sv 01-07-86 262.0 111.8 16.9 103.5 93 197 01-07-86 176.0 116.0 10.4 .106.7 . 92 198 01-07-86 181.5 112.5 . 14.9 103.7 92 199 01-07-86 183.0 113.5 16.9 . 103.8 91 200 01-07-86 256.5 . 111.8 13.6 101.8 91 2.01 01-07-86 . 257.0 111.8 14.2 105.1 94 202 01-07-86 258.5 111.8 14.2 105.6 94 203 sv 01-08-86 185.0 115.5 14.2 112.5 97 204 sv 01-08-86 183.0 106.0 19.0 100.7 95 205 01-08-86 173.0 113.5 17.6 103.4 . 91 206 . 01-08-86 260.0 115.5 12..3 106.9 93 207 01-08-86 257.0 115.5 13.6 106.2 92 208 01-08-86 264.5 115.5 11.1 106.6- 92 209 01-08-86 160.0 110.5 17.6 103.7 94 Job No. 285-256 - February 25, 1987 1 A-6 TABLE II (Continued) Test Test Test Maximum Moisture Dry Relative Number Date Elev. Density Content Density Compaction (feet) (pcf) (percent) (pcf) (percent) 210 01-08-86 186.5 110.5 16.9 106.6 96 211 01-08-86 271.5 115.5 13.6 105.1 91 212 01-09-86 243.0 114.5 10.4 106.9 93 213 01-09-86 245.5 114.5 12.3 106.5 93 214 01-09-86 249.5 117.5 13.6 110.9 94 215 01-09-86 245.0 114.5 19.0 103.9 '91 216 01-09-86 246.5 112.5 20.5 101.6 90 217 01-09-86 189.0 112.5 19.0 102.5 91 218 01-09-86 250.5 114.5 12.3 109.9 96 219 01-10-86 184.0 114.5 13.6 110.0 96 220 01-10-86 192.0 114.5 14.9 112.1 98 221 01-10-86 147.0 113.5 16.2 107.4 95 222 01-10-86 140.0 113.5 14.9 108.3 95 223 01-10-86 145.0, 113.5 14.9 106.2 .94 224 01-10-86 128.0 112.5 17.6 104.9 93 225 01-10-86 136.5 113.5 13.6 106.2 94 226 01-13-86 139.0 112.5 17.6 102.0 91 227 01-13-86 147.5 112.5 16.2 112.2 100 228 sv 01-13-86 150.5 114.5 13.6 106.7 93 229 sv 01-13-86 153.5 114.5 19.0 104.0 .91 230 01-13-86' 153.0 112.5 17.6 . 102.7 91 231 01-13-86 156.5 112.5 17.6 102.4 91 232 01-13-86 252.0 . 106.0 14.2 99.1 94 233 ' 01-13-86 121.5 112.5 14.2 102.3 91 234 01-13-86 158.0 112.5 14.9 104.1 93 235 01-13-86 126.0 112.5 17.6 102.7 91 236 01-13-86 131.0 112.5 '17.6 101.7 90 237 01-13-86 128.0 112.5 19.0 101.3 90 238 01-14-86 145.0 112.5 16.2 109.0 97 239 01-14-86 131.0 110.5 17.6 102.6 93 240 01-14-86 118.0 114.5 13.6 103.3 90 241 sv 01-14-86 126.0 117.0 13.6 105.7 90 242 01-14-86 138.0 110.5 13.6 98.9 90 243 01-14-86 159.5 112.5 14.2 103.5 92 244 01-14-86 153.0 112.5 14.9 . 104.8 93 Job No. 285-256 - February 25, 1987 A-7 TABLE II (Continued) Test Test Test Maximum Moisture Dry Relative Number Date Elev. Density Content Density Compaction (feet) (pcf) (percent) (pcf) (percent) 245 01-14-86 129.0 117.0 9.8 106.9 91 246 01-14-86 136.5 117.0 14.2 104.9 90 247 01-14-86 143.5 113.5 16.2 107.9 95 248 sv 01-15-86 254.0 115.5 16.9 105.3 91 249 sv 01-15-86 255.5 115.5 13.6 105.6 91 250 01-15-86 145.0 110.5 16.2 103.8 94 251 01-15-86 228.5 115.5 11.1 104.2 90 252 01-15-86 235.0 106.0 14.9 102.0 96 253 01-15-86 246.0 116.0 17.6 107.3 93 254 01-15-86 241.0 117.5 14.2 110.0 94 255 01-15-86 248.0 116.0 16.9 106.1 91 256 01-15-86 245.0 114.5 14.9 104.8 92 257 sv 01-15-86 242.0 106.0 17.6 97.9 92 258 sv 01-15-86 248.0 .113.5 17.6 .106.2 94 259 01-15-86 247.0 106.0 20.5 100.2 95 260 01-15-86 240.0 106.0 16.9 105.6 100 261 sv 01-16-86 238.0 106.0 17.6 106.4 100 262 01-16-86 231.0 106.0 14.9 99.7 94 263 01-16-86 234.0 113.5 16.2 105.7 93 264 01-16-86 245.0 113.5 17.6 106.5 94 265 01-16-86 239.0 106.0 19.0 97.8 92 266 01-16-86 243.0 106.0 17.6 99.7 94 267 01-16-86 234.0 106.0 17.6 100.9 95 268 sv 01-16-86 235.5 113.5 14.8 105.3 93 269 01-16-86 240.0 106.0 17.6 101.4 96 270 01-16-86 249.0 . 110.5 14.9 106.9 97 .271 01-16-86 233.0 114.5 19.0 103.5 . 90 272 01-16-86 250.5 110.5 16.9 106.8 97 273 01-17-86 249.0 116.0 17.6 107.8 93 274 01-17-86 247.0 116.0 16.2 108.4 93 275 sv 01-17-86 232.5 115.5 13.6 107.4 276 sv 01-17-86 242.0 115.5 14.2 107.4 93 277 01-17-86 245.0 106.0 . 17.6 99.1 94 .278 01-17-86 250.0 106.0 16.2 101.9 96 279 01-17-86 234.0 114.0 16.2 102.4 90 Job No. 285-256 - February 25, 1987 . A-8 TABLE II (Continued) Test Test Test Maximum Moisture Dry Relative Number Date Elev. Density Content Density Compaction (feet) (pcf) (percent) (pcf) (percent) 280 01-17-86 242.0 115.5 16.2 104.1 90 281 01-17-86 246.0 115.5 14.9 106.1 92 282 sv 01-17-86 246.0 115.5 16.9 112.7 98 283 01-17-86 250.0 106.0 17.6 96.6 91 284 01-17-86 255.0 106.0 19.0 97.1 . 92 285 01-17-86 245.0 114.5 16.2 103.6 90 286 01-20-86 151.0 106.0 17.6 . 95.7 90 287 01-20-86 147.0 110.5 14.9 103.9 94 288 01-20-86 262.0 112.5 , 14.2 102.2 91 289 sv 01-20-86 267.0 106.0 17.6 104.2 98 290 .. 01-20-86 160.0 110.5 13.6, 105.6 96 291 01-20-86 167.0 115.5 14.2 1'04.0 90 292: 01-20-86 173.0 106.0 14.2 99.3 94 293 01-20-86 175.0 106.0 14.9 99.9 94 294 01-20-86 266.0. 116.0 16.9 105.7 91 295 sv 01-20-86 109.5 106.0 14.9 100.0 . 94 296 sv 01-20-86 191.5 106.0 14.2 102.5 97 297 . 01-21-86 151.5 112.5 14.9 104.6 93 298 sv 01-21-86 151.0 111.8 13.6 101.3 91 299 sv 01-21-86 158.5 111.8 14.2 104.3 93 300 , 01-21-86 170.0 . 106.0 14.9 96.4 91 301 01-21-86 266.5 115.5 13.6 107.5 93 302 . 01-21-86 255.5 112.5 16.9 101.1 90 303 01-21-86 262.0 113.5 14.9 105.1 .93 304 01-21-86 259.0 106.0 10.4 98.9 93 305 01-21-86 195.5 115.5 14.2 105.7 92 306 01-21-86 155.0 115.5 13.6 105.1 91 307 01-21-86 196.5 115.5 13.6 106.1 92 308 . 01-22-86 264.0 106.0 13.6 99.1 93 309 sv 01-22-86 158.0 117.0 16.2 105.2 ' 90 310 sv 01-22-86 154.0 110.5 9.5 101.6 . . 92 311 01-22-86 167.0 . 110.5 11.1 101.1 91 312 sv 01-22-86 171.0 106.0 9.6 96.9 91 313 ' 01-22-86 169.0 110.5 12.3 100.4 91 314 01-22-86 169.5 110.5 18.3 99.7 90 Job No. 285-256 - February 25, 1987 A-9 TABLE II (Continued) Test Test Number Date Test Maximum Moisture Elev. Density Content (feet) (pcf) (percent) Dry Relative Density Compaction (pcf) (percent) LI 315 01-22-86 165.0 115.5 12.2 105.6 91 316 01-22-86 208.0 115.5 12.8 109.1 94 317 01-22-86 196.0 110.5 13.6 101.2 92 318 01-23-86 198.0 110.5 14.9 104.9 95 319 01-23-86 255.0 115.5 14.2 1,04.5 90 320 01-23-86 265.0 112.5 14.9 108.6 97 321 01-23-86 198.0 110.5 16.2 .102.7 9-3 322 sv 01-23-86 271.5 . 115.5 13.6 105.7 92 323 01-23-86 213.0 110.5 16.2 103.9 94 324 01-23-86 217.5 115.5 12.3 103.6 90 325 sv 01-23-86 244.3 115.5 12.3 103.7 90 326 sv 01-23-86 249.2 115.5 16.4 103.9 90 327 01-23-86 220.0 115.5 13.6 104.2 90 328 sv 01-23-86 168.0 115.5 12.5 103.8 90 329 sv 01-23-86 170.0 106.0 12.5 98.1 93 330 01-23-86 257.5 113.5 14.9 104.1 . 92 331 01-23-86 274.0 114.5 13.6 104.0 91 332 01-23-86 258.0 106.0 12.3 101.7. 96 333 01-23-86 259.0 106.0 12.3 103.3 97 334 . 01-23-86 207.0 113.5 14.2 106.8 94 335 sv 01-23-86 170.0 106.0 13.0 97.4 92 .336 sv 01-23-86 169.0 106.0 13.5 97.8 92 337 01-23-86 208.5 110.5 19.0 100.5 91 338 sv 01-23-86 .171.0 115.5 13.7 . 108.3 94 339 01-23-86 220.5 ..110.5 12.6 101.3 92 340 01-23-86 211.0 110.5 14.2 105.7 96 341 sv 01-2-86 172.0 115.5 13.0 107.2 .93 342 01-24-86 202.0 114.5 16.2 103.2 90 343 01-24-86 207.0 114.5 14.9 105.8 92 344 01-24-86 210.0 114.5 17.6 104.0 91 345 01-24-86 212.0 114.5 17.6 103.9 91 346 01-24-86 254.0 114.5 16.9 103.0 90 347 , 01-24-86 249.0 114.5 16.2 106.3 93 348 01-24-86 246.0 112.5 14.9 . 108.4 96 349 01-24-86 256.0 112.5 16.2 105.3 94 Job No. 285-256 - February 25, 1987 A-la TABLE II (Continued) Test Test Test Maximum Moisture Dry Relative Number . Date Elev. Density Content Density Compaction (feet) (pcf) (percent) (pcf) (percent) 350 01-24-86 215.0 114.5 14.9 108.6 95 351 01-24-86 218.0 114.5 16.2 106.0 93 .352 01-24-86 218.5 113.5 14.9 103.5 91 353 . 01-24-86 184.0 113.5 16.2 103.6 91 354 nu 01-27-86 190.5 114.5 14.9 106.8 93 355 sv 01-27-86 250.0 116.0 16.2 105.9 91 356 sv 01-27-86 256.0 115.5 16.9 105.5 91 357. flu 01-27-86 168.0 114.5 6.4 113.6 99 358 flu 01-27-86 168.0 115.5 10.1 115.3 100 359 flu 01-27-86 170.0 114.5 14.0 111.8 98 360 flu 01-27-86 171.0 114.5 7.7 113.3 99 361 01-27-86 173.5 114.5 12.3 110.7 97 362 01-27-86 176.0 114.5 14.9 1Ô6.1 93 363 sv 01-27-86 174.0 113.0 16.9 . 109.9 97 364 sv 01-27-86 190.0 114.5 13.6 104.4 91 365 01-27-86 152.0 .115.5 13.6 104.5, 90 366 ' 01-27=86 154.0 115.5 14.2 104.7 .91 .367 01-27-86. 172.0 115.5 13.6 105.9 ' .92 368 01-27-86 145.0 115.5 14.2 105.7 92 369 . 01-27-86 209.5 110.5 11.7 100.9 91 370 01-27-86 221.0. 115.5 13.6 104.2 90 371 01-27-86 276.0 110.5 16.9 99.7 90 372 01-27-86 277.5 ' 113.0 ' 14.9 104.6 93 373 01-27-86 270.5 113.0 13.6 104.5 92 374 01-28-86 190.5 117.5 12.3 107.3 91 375 01-28-86 188.0 110.5 ' 14.9 103.4 94 376 01-28-86 189.0 110.5 16.9 102.6 93 377 sv 01-28-86 188.0 113.0 11.1 111.2 98 378 sv 01-28-86 177.0 113.0 12.3 110.9 98 379 . 01-28-86 174.0 114.5 12.3 104.1 91 380 01-28-86 191.5 106.0 14.9 100.9 95 381 nu 01-28-86 193.3 106.0 16.2 101.2 95 382 flU 01-28-86 148.5 115.5 13.6 106.1 , . 92 383 flu 01-28-86 220.0 116.0 14.9 106.5 92 384 flu 01-28-86 149.0 110.5 14.2 100.3 91 Job No. 285-256 - February 25,1987 A-il TABLE II (Càñtinued) Test Test Test Maximum Moisture Dry Relative Number Date Elev. Density Content Density Compaction (feet) (pcf) (percent) (pcf) (percent) 385 01-28-86 151.5 106.0 12.3 102.9 97 386 01-28-86 192.0 106.0 17.6 99.4 94 387 01-28-86 187.0 106.0 16.2 101.3 96 388 01-28-86 150.5 113.5 14.9 107.2 94 389 sv 01-28-86 157.5 115.5 12.3 111.6 97 390 sv 01-29-86 154.0 115.5 11.1 110.3 96 391 01-29-86 182.5 114.5 16.9 103.8 91 392 01-29-86 176.5 114.5 14.9 103.2 ., 90 393 01-29-86 184.0 114.5 13.6 105.9 92 394 01-29-86 179.0 114.5 14.9 104.4 91 395 01-29-86 154.0 113.0 11.1 106.5 94 .396 01-29-86 .158.0 113.0 12.3 106.5 94 397 01-29-86 196.0 115.5 16.2 104.4 . 90 398 01-29-86 200.0 115.5 17.6 105.9 92 399 :.. 01-29-86 226.5 106.0 19.0 95.4 90 400 01-29-86 221.0 115.5 14.9 104.9 91 401 01-29-86 156.5 110.5 16.9 100.6 91 402 01-29-86 160.0 113.0 17.6 102.2 90 403 01-29-86 179.0 114.5 14.2 104.9 92 404 01-29-86 179.0 121.5 12.3 109.3 90 405 01-29-86 216.5 114.5 13.6 103.7 91 406 sv 02-03-86 184.0 115.5 17.6 107.1 93 407 sv 02-03-86 180.0 115.5 . 16.9 106.1 92 408 sv 02-03-86 176.0 115.5 16.2 107.1 93 409 sv 02-03-86 158.5 115.5 14.9 106.3 92 410 sv 02-03-86 160.0 115.5 16.2 105.6 91 411 sv 02-03-86 161.5 115.5 17.6 105.2 91 412 02-03-86 228.0 113.5 10.4 103.6 91 413 02-03-86 230.0 113.5 11.1 106.3 . 94 414 02-03-86 223.5 113.5 11.1 107.1 94 415 02-03-86 214.5 113.5 12.3 105.2 93 416 02-03-86 185.0 115.5 14.2 105.1 91 417 02-03-86 181.5 114.5 17.6 105.1 92 418 02-03-86 178.0 114.5 16.9 106.5 93 419 . 02-03-86 185.0 113.0 12.3 103.6 92 Job No. 285-256 - February 25, 1987 A-12 TABLE II (Continued) Test Test Test Maximum Moisture Number Date Elev. Density Content (feet) (pcf) '(percent) I I Dry Relative I Density Compaction (pcf) (percent) 420 02-03-86 225.0 113.0 11.1 106.0 421 02-03-86 229.0 115.5 13.6 106.5 422 02-04-86 231.0 115.5' 13.6 105.6 423 02-04-86 236.0 115.5 14.2 102.2 424 02-04-86 226.0 115.5 12.3 105.0 425 . 02-04-86 230.0 115.5 12.3 106.3 426 sv 02-04-86 180.0 122.0 14.9 110.3 42.7 02-04-86 185.0 113.0 13.6 105.9 428 02-04-86 172.0 115.5 14.2 105.7 429 02-04-86 160.0 113.0 11.1 105.1 430 ' 02-04-86 187.5 122.0 14.9 110.3 431 02-04-86 231.5 115.5 16.2 104.3 432 02-04-86 216.5 113.5 14.2 103.6 433 . 02-04-86 222.0 113.5 14.9 104.4 434 02-04-86 230.0 113.0 17.6 103.4 435 ' 02-04-86 236.0 115.5 13.6 107.7 436 02-04-86 234.5 115.5 14.2 105.0 437 02-04-86 225.0 113.5 1,1.1 108.2 438 02-04-86 228.0 113.5 13.6 106.5 439 02-04-86 198.0 112.5 14.9 106.8 440 02-04-86 202.0 112.5 17.6 105.6 441 02-04-86 224.0 110.5 16.2 100.3 442 ' 02-04-86 233.5 115.5 13.6 105.2 443 02-05-86 183.0 115.5 13.6. 104.2 444 02-05-86 190.0 106.0 16.2 99.3 445 02-05-86 224.0 113.0 13.6 107.2 446 02-05-86 229.0 113.0 , 14.9. 106.3 447 02-05-86 231.0 115.5 14.2 105.7 448 sv 02-05-86 185.0 115.5 13.6 108.0 449 sv 02-05-86 188.0 115.5 14.2 107.5 450 sv 02-05-86 184.0 113.0 13.6 110.9 451 . . 02-05-86 187.5 115.5 16.2 104.8 452 ' 02-05-86 236.0 113.5 14.9 108.4 453 02-05-86 230.5 113.5 14.9 109.6 454 . 02-05-86 233.0 113.5 13.6 108.2 JobNo. 285-256 - February 25, 1987 I 94 92 91 I 88 ck by 424 91 92 I 90 94 92 I 93 90 I 90 91 .92 92 I 93 91 'I 95 94 95 'I 94 91 91 I 90 94 95 I 94 92 93 ' I' 93 98 I 91 96 .97 95 I I A-13 I I Maximum Moisture Density Content (pcf) (percent) ------ 112 .5 113 .5 113 .5 115.5 115.5 122.0 115.5 115.5 115.5 113.0 115.5 113.0 115.5 115.5 115.5 115.5 106.0 115.5 113 .5 113.0 113 .0 113.5 114 .5 110.5 113.5 113 .5 115.5 122.0 122 .0 114 .5 115.5 115.5 113.5 113.5 113 5 16.2 14 .9 13 .6 13 .6 13 .6 12 .3 16.2 14 .9 13.6 14.9 7.5 12 .3 14 .9 14 .2 13.6 13.6 9.8 13 .6 13.6 12.3 12 .3 7.5 11.1 11.7 10.4 11.7 16.2 10.4 11.1 16.2 16.9 17.6 13 .6 14.2 14 .2 TABLE II (Continued) Test Test Test Number Date Elev. (feet) 455 02-05-86 282.0 456 02-05-86 232.0 457 02-05-86 238.0 458 02-05-86 237.0 459 02-05-86 235.0 460 02-05-86 177.0 461 02-06-86 236.0 462 02-06-86 242.0 463 sv 02-06-86 227.5 464 sv 02-06-86 233.5 465 . 02-06-86 233.0 466 02-06-86 233.0 467 02-06-86 267.5 468 02-06-86 270.5 469 02-06-86 160.5 470 .. 02-06-86 188.5 471 . 02-06-86; 238.0 472 . 02-06-86 235.0 473 02-06-86 232.0 474 . 02-06-86 163.0 475 02-06-86 170.0 476 02-06-86 234.5 477 02-06-86 238.0 478 02-06-86 235.0 479 02-06-86 164.5 480 02-06-86 166.0 481 02-07-86 189.0 482 02-07-86 213.0 483 02-07-86 202.0 484 sv 02-07-86 236.0 485 sv 02-07-86 228.0 486 sv 02-07-86 233.0 487 02-07-86 239.0 488 02-07-86 189.0 489 02-07-86 186.0 Dry Relative Density Compaction (pcf) (percent) 103.4 92 106.8 94 107.5 95 107.5 93 109.5 95 113.9 93 108.2 94 107.9 93 108.6 94 109.6 97 102.7 89 ck by 466 102.7 91 106.1 . 92 107.5 93 107.5 93 109.5 95 100.3 95 107.0 93 104.2 92 104.5 92 108.9 96 101.7 90 102.7 90 100.6 91 105.4 93 104.9 92 103.9 90 111.0 91 113.4 93 107.6 94 113.4 98 106.1 92 .104.2 92 103.5 91 105.0 93 Job No. 285-256 - February 25, 1987 A-14 Table II (Continued) Test Test Test Maximum Moisture Dry Relative Number Date Elev. Density Content Density. Compaction (ft) (pcf) . (%) (pcf) (%) 490 02-07-86 168.0 110.5 12.3 101.8 92 491 02-07-86 170.0 110.5 13.6 103.5 94 492 02-07-86 173.0 110.5 12.3 103.4 94 493 02-07-86 192.0 113.5 14.9 104.1 92 494 02-07-86 195.0 113.5 13.6 105.9 93 4.95 02-07-86 204.5 113.5 11.1 106.7 94 496 02-07-86 202.0 113.5 13.6 105.4 93 497 . 02-07-86 197.0 114.5 14.2 103.6 90 498 02-07-86 205.0 114.5 17.6 102.7 90 499 02-07-86 180.0 113.5 16.9 103.3 91 500 02-07-86 184.0 113.5 13.6 105.3 93 501 02-10-86 208.0 113.0 17.6 101.7 90 502 . 02-10-86 199.0 113.0 17.6 102.5 91 503 02-10-86 196.0 113.0 19.0 101.5 90 504 02-10-86 187.0 113.5 14.9 107.5 95 505 02-10-86 189.0 114.5 16.9 106.4 93 506 02-10-86 185.0 114.5 17.6 106.1 93 507 02-10-86 166.0 115.5 17.6 103.7 90 508 02-10-86 180.0 115.5 17.6 105.1 . 91 509 sv 02-10-86 200.0 113.0 16.9 104.1 92 510 sv 02-10-86 210.0 113.0 14.9 103.9 92 511 02-10-86 213.0 113.0 12.9 102.7 91 512 02-10-86 211.0 113.0 13.6 103.3 91 513 02-10-86 176.0 114.5 16.2 103.2 . 90 514 02-10-86 183.5 113.0 13.6 109.6 97 515 sv 02-10-86 185.5 113.0 14.2 109.1 97 516 sv 02-10-86 187.5 . 117.0 14.2 108.5 . 93 517 •. 02-10-86 210.0 113.5 17.6 102.3 90 518 02-10-86 205.5 113.0 19.0 . 103.2 91 519 02-10-86 213.5 113.0 14.9 104.9 93 520 02-10-86 206.0 115.5 14.9 106.8 92 Job No. 285-256 - February 25, 1987 .. A-15 Table II (Continued) Test Test Test Maximum Moisture Dry Relative Number Date Elev. Density Content Density Compaction (ft) (pcf) (%) (pcf) (%) 521 02-10-86 190.0 115.5 13.6 103.7 90 522 02-11-86 186.0 114.5 17.6 103.5 90 523. 02-11-86 192.0 114.5 14.2 103.5 90 524 02-11-86 211.0 113.0 10.4 101.8 90 525 02-11-86 214.0 113.0. 14.9 102.3 91 526 .sv 02-11-86 207.5 113.0 16.2 101.8 90 527 sv 02-11-86 209.0 113.0 14.9 102.3 91 528 . 02-11-86 192.0 112.5 16.2 107.0 95 529 02-11-86 195.0 112.5 14.9 109.4 97 530 : 02-11-86 187.0 115.5 16.2 . 108.6 94 531 02-11-86 216.5 110.5 13.6 99.8 90 532 02-11-86 209.5 110.5 15.6 99.3 90 533 02-11-86 2.10.5 110.5 13.6 100.1 91 534 sv 02-11-86 .214.0 113.0 17.6 106.7 94 535 sv 02-11-86 215.5 113.0 16.9 106.7 94 536 02-11-86 273.5 115.5 16.2 104.3 90 537 02-11-86 213.0 113.0 14.9 103.2 91 538 02-11-86 212.0 113.0 14.9 103.5 92 539 02-11-86 187.0 .112.5 17.6 103.0 92 540 . 02-1.1-86 190.0 115.5 17.6 103.7 90 541 02-11-86 177.0 113.5 13.6 105.8 93 542 . 02-11-86 179.0 113.5 16.2 104.1 92, 543 02-11-86 188.0 115.5 17.6 104.0 90 .544 . 02-11-86 214.5 112.5 13.6 101.0 90 .545 02-12-86 194.0 110.5 13.6 99.8 90 546 02-12-86 191.0 113.0 14.2 104.7 93 547 02-12-86 211.5 -112.5 10.4 100.9 90 548 02-12-86 218.0 112.5 13.6 101.0 90 549 02-12-86 217.5 112.5 14.9 101.1 90 550 . 02-12-86 206.5 112.5 14.9 101.8 90 551 . 02-12-86 192.5 113.0 12.3 . 105.0 93 552 sv 02-12-86 195.0 113.0 16.2 103.8 92 553 . 02-12-86 198.5 115.5 14.5 104.6 91 554 . 02-12-86 199.5 114.5 14.9 108.2 94 555 sv 02-12-86 176.0 116.0 16.9 107.4 93 Job No. 285-256 - February 25, 1987 . . . . A-16 Table II (Continued) Test Test Test Maximum Moisture Dry Relative Number Date Elev. Density Content Density Compaction (ft) (pcf) (%) (pcf) (%) 556 sv 02-12-86 180.0 114.5 16.2 104.8 92 557 02-12-86 190.0 110.5 13.6 101.5 92 558 02-12-86 186.0 114.5 13.6 105.2 92 559 02-12-86 191.5 114.5 14.2 105.7 92 560 02-12-86 192.0 114.5 14.2 105.4 92 561 02-12-86 1.98.5 116.0 16.2 103.9 90 562 02-12-86 200.0 112.5 13.6 100.9 90 563 02-12-86 202.0 112.5 14.9 101.2 90 564 02-12-86 199.0 112.5 13.6 100.8 90 565 02-18-86 201.5 113.5 14.9 102.3 90 566 02-18-86 203.5 114.5 14.9 103.4 90 567 02-18-86 198.5 114.5 16.9 103.1 90 568 02-18-86 200.0 112.5 14.2 100.7 90 569 02-18-86 195.0 112.5 16.2 101.2 90 570 02-18-86 199.0 116.0 14.9 106.1 91 571 02-18-86 201.0 116.0 17.6 104.4 90 572 02-18-86 200.0 116.0 17.6 104.1 90 573 02-18-86 201.0 1.16.0 16.2 104.3 90 574 sv 02-18-86 199.0 113.0 . 16.9 105.4 93 575 sv 02-18-86 198.5 '113.0 17.6 102.0 90 576 sv 02-19-86 205.0 106.0' 17.6 100.4 95 577 02-1.9-86 206.0 112.5 16.2 102.2 91 578 02-19-86 203.0 112.5 16.2 101.2 90 579 02-19-86 193.0 114.5 16.2 103.4 90 580 02-19-86 195.0 114.5 14.9 106.8 93 581 '02-19-86 ' 205.0 , 113.0 11.1 102.4 91 582 02-19-86 207.0 113.0 11.7 , 104.3 92 583 , 02-20-86 200.0 113.0 12.3 105.4 93 584 , 02-20-86 210.0 113.0 12.3 101.8 . 90 585 sv 02-20-86 213.0 113.0 13.6 104.2 92 Job No. 285-256 - February 25, 1987 A-17 Table II (Continued) Test Test Test Maximum Number Date Elev. Density (ft) (pcf) 586 sv 02-20-86 210.0 116.0 587 02-20-86 191.5 113.0 588 02-20-86 193.0 113.0 589 02-20-86 203.5 113.0 590 02-20-86 198.5 112.5 591 02-20-86 190.5 110.5 592 02-20-86 195.0 115.5 593 02-20-86 193.5 115.5 594 02-20-86 192.0 114.5 595 02-20-86 192.0 112.5 596 02-20-86 200.0 112.5 597 02-20-86 201.5 112.5 598 sv 02-20-86 203.0 112.5 599 sv 02-20-86 203.5 112.5 600 . 02-20-86 211.0 113.0 601 02-20-86 196.0 113.0 602 02-20-86 197.0 113.0 603 02-20-86 198.0 113.0 604 02-20-86 193.0 115.5 605 02-20-86 194.0 115.5 606 02-21-86 218.0 113.0 607 02-21-86 207.0 113.0 608 02-21-86 212.0 113.0 609 02-21-86 204.5 113.5 610 sv 02-21-86 200.5 113.5 611 02-21-86 192.5 110.5 612 02-21-86 193.5 110.5 613 02-21-86 191.0 112.5 614 02-21-86 190.5 112.5 615 02-21-86 201.0 113.0 616 02-21-86 202.0 113.0 617 :. 02-21-86 212.0 112.5 618 sv 02-21-86 211.0 112.5 619 02-21-86 194.0 114.5 620 02-21-86 193.0 114.5 Job No. 285-256 - February 25, 1987 Moisture Dry Relative Content Density Compaction (%) (pcf) (%) 14.9 106.5 92 16.9 102.8 91 16.2 103.7 92 13.6 1Ô5.2 93 14.2 106.4 95 14.9 106.3 96 16.2 104.4 90 14.9 104.4 90 14.2 104.2 91 13.6 103.3 92 12.3 102.2 91 14.2 101.5 90 12.3 101.8 90 17.6 107.9 96 13.6 102.4 91 19.0 101.8 90 17.6 101.8 90 13.6 103.1 91 14.9 104.1 90 14.2 104.5 90 14.2 106.1 94 13.6 107.0 95 14.9 106.5 94 13.6 103.8 91 14.9 107.3 95 12.3 100.8 91 16.2 101.8 92 16.2 100.1 89 ckby614 .16.9 100.9 90 12.3 102.6 91 13.6 102.9 91 13.6 101.4 90 14.9 106.0 94 11.1 106.5 93 11.7 107.0 93 A-18 Table II (Continued) Test Test Test Maximum Moisture Dry Relative Number Date Elev. Density Content Density Compaction (ft) (pcf) (%) (pcf) (%) 621 02-21-86 198.0 114.5 12.3 107.0 93 622 02-24-86 197.0 113.0 12.3 104.0 92 623 02-24-86 200.0 113.0 12.3 105.0 93 -624 02-24-86 201.0 113.0 11.7 103.1 91 625 02-24-86 191.0 113.0 13.6 103.8 92 626 02-24-86 215.0 114.0 16.9 102.1 90 627 02-24-86 223.0 112.5 17.6 102.5 91 628 02-24-86 227.0 112.5 16.2 104.1 93 629 sv 02-24-86 224.5 116.0 17.6 106.4 92 630 sv 02-24-86 196.0 113.0 11.1 103.5 92 631 sv 02-24-86 196.5 113.0 12.3 101.9 90 632 - 02-24-86 195.0 113.0 10.4 101.8 90 633 02-24-86 198.5 113.0 12.3 101.3 90 634 02-24-86 218.0 110.5 13.6 101.7 92 635 02-24-86 214.0 106.0 14.2 100.5 95 636 02-24-86 220.6 114.5 14.9 106.5 93 637 02-24-86 196.0 113.0 9.8 102.0 90 638 02-24-86 194.0 113.0 12.3 101.6 90 639 02-24-86 195.0 110.5 9.8 100.9 91 640 02-24-86 195.5 113.0 11.7 103.6 92 641 02-24-86 200.5 114.5 14.9 105.3 92 642 02-24-86 221.0 114.5 14.2 105.2 92 643 02-25-86 204.5 104.0 17.6 100.6 97 644 02-25-86 203.5 113.0 12.3 105.7 94 645 02-25-8.6 193.0 .113.0 8.7 101.9 90 646 02-25-86 202.0 113.0 11.7 103.1 91 647 02-25-86 225.5 122.5 13.0 111.5 91 648 02-25-86 226.0 122.5 14.9 110.0 90 649 02-25-86 224.5 113.0 12.3 103.6 92 650 • 02-2.5-86 223.0 104.0 17.6 101.0 97 651 02-25-86 203.5 114.5 16.2 106.3 93 652 02-25-86 208.0 114.5 14.9 107.0 93 653 02-25-86 194.5 114.5 16.2 107.4 94 654 02-25-86 196.0 114.5 16.2 108.6 95 655 02-25-86 226.5 112.5 16.9 101.9 91 Job No. 285-256 - February 25, 1987 . A-19 Table II (Continued) Test Test Test Maximum Moisture Dry Relative Number Date Elev. Density Content Density Compaction (ft) (pcf) (%) (pcf) (%) 656 02-25-86 228.0 104.0 17.6 102.0 98 657 02-25-86 229.0 104.0 14.9 101.6 98 658 02-25-86 205.5 113.0 13.6 105.4 93 659. 02-25-86 205.0 113.0 7.5 103.0 91 660 02-25-86 201.0 113.0 10.4 101.6 90 661 02-26-86 192.0 113.0 13.6 105.8 94 662 02-26-86 195.0 113.0 . 11.1 104.9 93 663 02-26-86 200.0 113.0 11.1 104.4 92 664 02-26-86 201.0 113.0 12.3 106.5 94 665 02-26-86 190.0 113.0 12.3 104.5 92 666 02-26-86 231.5 112.5 16.2 105.3 94 667 02-26-86 233.5 104.0 14.2 100.5 97 668 02-26-86 232.5 104.0 14.9 102.6 99 669 sv 02-26-86 190.5 110.5 8.2 109.0 99 670 sv 02-26-86 197.0 113.0 12.9 108.0 96 671 sv 02-26-86 195.0 113.0 8.6 109.6 97 672 sv 02-26-86 210.0 104.0 25.0 99.6 96 673 sv 02-26-86 197.0 113.0 14.3 108.0 96.. 674 02-26-86 174.0 113.0 10.4 109.2. 97 675 sv 02-26-86 177.0 113.0 9.3 109.0 96 676 sv 02-26-86 197.0 113.0 . 12.3 106.7 94 677 02-26-86 231.0 104.0 13.6 100.5 97 678 02-26-86 234.5 104.0 14.2 101.9 98 679 02-26-86 235.0 104.0 14.9 102.3 98 680 . 02-27-86 233.5 .110.5 14.9 . 101.1 91 681 02-27-86 220.5 106.0 14.9 100.0 94 682 02-27-86 230.0 106.0 14.9 101.3 . 96 683 02-27-86 232.0 113.0 16.2 102.2 . 90 684 02-27-86 229.0 113.0 14.9 105.1 93 685 02-27-86 233.0 116.0 14.2 107.1 92 686 02-27-86 234.0 116.0 14.2 105.9 91 687 02-27-86 234.5 113.0 13.6 104.2 92 688 sv 02-27-86 194.0 113.0 13.6 108.3 96 689 sv 02-27-86 197.0 113.0 12.4 110.9 98 690 sv 02-27-86 211.0 113.0 11.0 91.1 81 ckby691 Job No. 285-256 - February 25, 1987 A-20 Table II (Continued) Test Test Test Maximum Moisture Dry Relative Number Date Elev. Density Content Density Compaction (ft) (pcf) (%) (pcf) (%) 691 sv 02-27-86 211.0 113.0 11.0 105.3 93 692 sv.02-27-86 214.0 112.5 17.6 102.5 91 693 sv 02-27-86 214.0 112.5 17.6 102.5 91 694 02-27-86 232.5 104.0 16.2 99.3 95 695 02-27-86 235.5 104.0 16.2 100.3 96 696 02-27-86 .236.5 104.0 14.9 101.6 98 697 02-27-86 237.0 104.0 16.2 99.8 96 698 sv 02-27-86 210.0 114.5 12.4 107.9 94 699 sv 02-27-86 210.0 114.5 12.4 102.5 90 700 sv 02-27-86 197.0 114.5 11.1 104.9 92 701 SV022786 197.0 114.5 11.1 104.7 92 702 sv 02-27-86 210.0 112.5 19.0 101.2 90 703 sv 02-27-86 210.0 112.5 19.0 103.1 92 704 sv 02-28-86 197.0 113.0 9.9 102.1 . 90 705 sv 02-28-86 200.0 113.0 12.4 108.8 96 706 sv 02-28-86 200.0 113.0 12.4 102.9 91 707 sv 02-28-86 204.0 . 113.0 11.1 110.8 98 708 02-28-86 237.0 115.5 16.2 103.6 90 709. 02-28-86 233.5 115.5 16.2 105.6 91 710 02-28-86 235.0 115.51 14.9 106.1 92 711 02-28-86 180.0 114.5 16.2 103.4 90 712 . 02-28-86 182.5 110.5 11.1 101.1 91 713 02-28-86 184.0 110.5 10.4 100.0 90 714 02-28-86 186.0 110.5 13.6 102.9 93 715 02-28-86 187.5 106.0 14.9 99.0 . 93 716 02-28-86 190.0 106.0 16.2 98.8 93 717 sv 02-28-86 204.0 113.0 11.1 102.3 91 718 sv 02-28-86 215.0 113.0 17.0 102.4 91 719 sv 02-28-86 215.0 113.0 17.0 108.8 96 720 sv 02-28-86 215.0 110.5 14.3 105.7 96 721 sv 02-28-86 215.0 110.5 14.3 105.0 95 722 sv 02-28-86 185.0 122.5 16.3 . 112.0 91 723 sv 02-28-86 172.0 114.5 12.4 106.9 93 724 02-28-86 209.0 110.5 10.4 105.3 95 725 sv 02-28-86 209.0 110.5 10.4 103.4 94 Job No. 285-256 - February 25, 1987 . A-21 I I Table II (Continued) I Test Test Test Maximum Moisture Dry Relative Number Date Elev. . Density Content Density Compaction (pcf) (%) (pcf) (%) 726 02-28-86 186.5 112.5 14.2 104.9 93 727 02-28-86 191.0 112.5 16.2 104.9 93 I 728 02-28-86 191.5 116.0 16.2 107.5 93 729 02-28-86 194.0 116.0 14.2 108.9 94 730 02-28-86 195.0 113.5 13.6 107.7 95 I 731 03-03-86 190.0 112.5 13.6 104.5 93 732 03-03-86 190.0 116.0 14.9 . 105.1 91 733 03-03-86 189.0 116.0 14.2 105.6 91 I 734 03-03-86, 199.0 116.0 14.2 106.6 92 735 03-03-86 196.0 116.0 16.2 107.2 92 736 . 03-03-86 .1.90.0 122.5 . 16.3 116.9 95 737 03-03-86 180.0 114.5 14.9 109.8 96 738 sv 03-03-86 208.0 113.0 8.1 103.8 92 I 739 sv 03-03-86 208.0 114.0 5.3 102.7 90 740 sv 03-03-86 210.0 110.5 11.7 99.9 90 741 sv 03-03-86 210.0 113.0 11.7 103.8 , 92 I 742 sv 03-03-86 210.0 110.0 11.1 100.6 91 743 sv 03-03-86 210.0 110.0 11.1 104.8 95 744 . sv 03-03-86 212.0 106.0 . 12.4 98.2 93 I 745 sv.03-03-86 .212.0 106.0 12.4 98.8 .93 746 03-03-86 193.0 116.0 14.2 105.9 .91 747 03-03-86 188.0 116.0 14.2 108.2 93 I 748 03-03-86 238.0 114.5 13.6 103.6, 90 749 03-03-86 232.5 114.5 14.2 104.0 91 I 750 03-03-86 236.0 113:0 14.2 104.5 92 751 - 03-03-86 235.0 112.5 16.2 104.8 93 752 03-03-86 237.0 112.5 14.2 10,6.8 95. .I 753 03-03-86 238.0, 113.0 13.6 104.2 92 754 03-03-86 185.0 112.5 14.9 107.6 96 755 03-03-86 190.0 106.0 14.9 . 103.3 97 756 03-03-86 182.0 117.5 , 12.9 106.6 91 757 . 03-03-86 188.0 114.5 17.6 106.5 93 758 sv 03-03-86 226.0 113.0 16.2 99.1 88 ckby759 I 759 sv 03-03-86 226.0 113.0 16.2 102.4 91 760 03-04-86 239.0 113.0 14.2 104.3 92 Job No. 285-256 - February 25, 1987 . . A-22 II Table II (Continued) Test Test Test Maximum Moisture Dry Relative Number Date Elev. Density Content Density Compaction (ft) (pcf) M. (pcf) (%) 761 03-04-86 242.0 113.0 12.3 107.2 95 762 03-04-86 241.5 113.0 11.7 106.3 . 94 763 03-04-86 293.0 114.5 14.9: 106.0 93 764 03-04-86 291.5 114.5 16.2 105.8 92 765 sv 03-04-86 217.0 110.5 12.4 101.5 92 766 03-04-86 217.0 110.5 12.4 107.1 97 767 sv 03-04-86 219.0 114.5 16.3 103.2 90 768 03-04-86 219.0 114.5 16.3 104.6 91 769 sv 03-04-86 219.0 113.5 11.7 108.9 96 770 03-04-86 219.0 113.5 11.7 102.3 90 771 sv 03-04-86 214.0 113.5 11.1 102.9 91 I 772 03-04-86 214.0 113.5 11.1 106.4 94 773 sv 03-04-86 208.0 113.5 15.6 110.4 97 774 03-04-86 208.0 113.5 .15.6 104.7 92 775 03-04-86 181.0 113.0 11.7 105.1 93 776 03-04-86 175.0 113.0 7.5 105.6 93 777 03-04-86 220.0 113.0 5.2 97.7 86 ckby778 778 03-04-86 220.0 113.0 13.6 103.1 91 779 03-04-86 214.0 110.5 12.4 95.6 87 ckby786 780 sv 03-04-86 223.0 106.0 11.1 100.7 95 781 03-04-86 229.0 113.0 10.4 101.7 90 782 03-04-86 219.5 113.0 14.2 105.6 93 783 03-04-86 192.0 11,6.0 14.9 106.8 92 784 03-04-86 225.0 110.5 13.6 101.4 92 785 sv 03-04-86 225.0 110.5 13.6 108.4 98 786 sv 03-04-86 214.0 110.5 12.4 108.2 98 787 788 03-05-86 03-05-86 234.0 240.0 110.5 113.0 13.6 14.2 .99.6 101.5 90 90 789 .03-05-86 160.0 114.5 16.9 103.3 90 790 03-05-86 162.0 116.0 14.9 106.1 ' 91 I 791 03-05-86 197.0 122.5 13.6 110.7 90 792 . . 03-05-86 194.0 122.5 12.3 113.0 92 793 . 03-05-86 196.0 114.0 14.2 111.5 98 794 03-05-86 175.0 113.5 12.3 ' 99.5 88 ckby795 795 . . 03-05-86 - 175.5 113.5 12.3 103.3 91 Job No. 285-256 - February 25, 1987 A-23 I I Table II (Continued) Test Test Test Maximum Moisture Dry Relative Number Date Elev. Density Content Density Compaction (ft) (pcf) (%) (pcf) (%) 7,96 .. 03-05-86 180.0 116.0 14.2 .. 105.4 91 797 03-05-86 185.0 114.0 . 16.2 107.5 ' 94 798 ' 03-05-86 183.0 114.0 16.2 109.6 96 799 03-05-86 165.0 121.5 14.2 112.0 92 800 03-05-86 163.0 121.5 14.9 . 112.1 92 801 sv 03-05-86 219.0 110.5 13.0 102.9 93 802 sv 03-05-86 218.0 113.5 13.0 103.9 92 803 sv 03-05-86 223.0 114.5 16.3 109.8 96 804 sv 03-05-86 222.0 110.0 12.4 105.6 96 805 sv 03-05-86 219.0 110.5 11.9 103.5 94 806 03-05-86 219.0 110.5 13.0 100.6 91 807 03-05-86 218.0 113.5 13.0 104.2 92 808 03-05-86 223.0 114.5 16.3. 102.8 90 809 03-05-86 222.0 110.0 12.4 101.4 92. 810 03-05-86 170.0 114.5 14.9 105.1 92 811 . 03-05-86 161.0 113.5 13.0 113.4 100 812 03-05-86 219.0 110.5. 11.9 104.6 95 813 . 03-05-86 173.0 117.0 11.1 113.9 97 814 ., 03-05-86 165.0 113.5 12.4 113.0 100 815 03-05-86 215.0 112.5 13.0 99.5 88 ckby816 816 sv 03-05-86 215.0 112.5 13.0 103.5. 92 817 03-06-86 214.0 110.5 12.4 99.6 90 818 03-06-86 218.0 110.5 13.0 102.3 93 819 03-06-86 223.0 114.5 17.7 104.8 92. 820 03-06-86 220.0 110.5 14.3 98.1 89 ckby844 821 0,3-06-86 . 162.0 113.5 13.6 107.2 94 822 03-06-86 159.0 114.0 16.2 103.9 91 823 03-06-86 176.0 114.0 14.9 103.4 91 824 03-06-86 172.0 114.0 14.9 107.5 94 825 . 03-06-86 180.0 117.0 12.3 106.8 91 82.6 . 03-06-86 169.0 113.5 13.6 105.9 93 827 . 03-06-86 182.0 '113.5 13.6 105.6 93 828 03-06-86 184.0 113.5 12.3 102.4 90 829 " 03-06-86 190.0 113.5 12.3 104.5 92 830 ' 03-06-86 192.0 113.5 13.6 102.9 91 Job No. 285-256 - February 25, '1987 . A-24 I i I Table II (Continued) Test Test Test Maximum Moisture Dry Relative I Number Date Elev. Density Content Density Compaction (ft) (pcf) (%) (pcf) (%) 831 03-06-86 187.5 113.5 14.2 103.6 91 832 03-06-86 185.0 113.5 13.6 104.9 92 833 03-06-86 191.5 112.5 19.0 101.5 90 834 03-06-86 190.0 112.5 19.0 102.1 91 835 03-07-86 239.0 115.5 11.7 107.7 93 836 03-07-86 240.0 115.5 11.7 108.8 94 837 03-07-86 187.0 117.5 14.9 107.9 92 838 03-07-86 192.0 117.5 15.6 107.7 92 839 03-07-86 182.5 117.5 16.9 108.8 93 840 03-07-86 168.0 121.5 16.2 109.9 90 841 sv 03-07-86 214.0 110.5 12.4 101.7 92 I 842 sv 03-07-86 218.0 110.5 13.0 105.8 96 843 sv 03-07-86 223.0 114.5 17.7 104.0 91 844 sv 03-07-86 220.0 110.5 14.3 100.5 91 845 sv 03-07-86 215.0 112.5 17.6 109.3 97 846 sv 03-07-86 222.0 112.5 13.6 104.8 93 847 03-07-86 200.0 113.0 13.6 104.4 92 848 03-07-86 200.0 113.0' 14.3, 105.7 94 849 850 03-07-86 03-07-86 215.0 215.0 112.5 112.5 17.6 13.6 102.6 102.3 91 91 851 03-07-86 170.0 113.5 16.3 103.2 91 852 03-07-86 165.0 113.5 14.9 102.1 90 853 03-07-86 203.0 114.5 13.6 105.2 92 854 03-07-86 197.0 112.5 20.5 102.5 91 855 03-07-86 197.0 112.5 17.6 104.3 93 856 ' 03-07-86 208.0 112.5 25.0 96.6 86 ckby258 857 03-07-86 208.0 112.5 19.8 99.8 89 ckby259 858' 03-07-86 208.0 112.5 20.5 103.3 , 92 859 03-07-86 208.0 112.5 19.8 101.0 90 860 03-07-86 171.0 115.5 17.6 105.7 .92 861 03-07-86 175.0 115.5 16.2 106.5 92 1 862 03-07-86 174.0 113.5 14.2 109.4 96 863 03-07-86 178.0 113.5 14.9 108.0 95 864 03-07-86 185.0 115.5 17.6 107.4 93 865 03-07-86 191.0 115.5 16.2 ' 108.0 94 Job No. 285-256 - February 25, 1987 " ' A-25 I I Table II (Continued) Test Test Test Maximum Number Date . Elev. Density (ft) (pcf) 866 03-07-86 189.0 115.5 867 03-07-86 194.0 112.5 68' 03-07-86 197.5 112.5 869 03-07-86 195.0 112.5 870 03-19-86 184.0 115.5 871 03-19-86 188.0 115.5 872 03-20-86 194.0 115.5 873 03-20-86 177.0 115.5 874 03-20-86 183.0 115.5 875 03-20-86 178.5 115.5 876 03-20-8.6 188.0 115.5 877 '03-20-86 .203.0 114.0 878 03-20-86 1.95.0 110.0 879 03-20-86 205.0 110.0 880 03-20-86 190.5 101.0 881 03-20-86 193.0 115.5 882 03-20-86 193.5 110.0 883 03-20-86 195.0 110.0 884, 03-20-86 202.5 110.0 885 ' 03-20-86 210.0 110.0 886 03-20-86 194.0 115.5 887 03-20-86 192.0 115.5 888 03-20-86 186.0 115.5 889. 03-20-86 185.0 115.5 890 03-20-86 202.0 101.0 891 03-20-86 204.0 101.0 892 03-20-86 195.0 110.5 893 03-20-86 191.0 115.5 894 03-20-86 190.0 104.0 895 03-21-86 206.0 113.0 896 03-21-86 208.0 113.0 897 03-21-86 205.0 113.0 898 03-21-86 200.0 113.5 899 03-21-86 192.5 113.5 900 03-21-86 191.0 115.5 Job No. 285-256 - February 25, 1987 Moisture Dry Relative Content Density Compaction (%) (pcf) (%) 19.0 107.5 93 16.2 104.9 93 14.9 107.0 .95 14.2 108.4 96 16.9 107.6 93 14.9 107.5 93 17.6 107.1 93 14.9 111.0 96 16.2 107.7 93 16.9 ' 106.4 92 16.9 107.1 93 13.6 111.9 98 12.3 110.2 .100 12.3 109.7 100 20.5 97.9 97 16.9 106.4 92 12.3 108.2 98 11.7 109.2 99 12.3 107.9 98 13.6 103.5 94 19.0 '106.5 92 17.6 106.8 92 16.9 106.0 92 17.6 106.4 92 21.5 99.9 99 23.0 ' 98.3 97 14.9 102.6 93 17.6 '106.2 92 17.6 ' 102.0 98 16.2 104.6 ' 93 16.2 104.1 92 14.2 105.6 93 14.2 106.1 93 13.6 108.1 95 17.6 105.1 91 A-26 Table II (Continued) Test Test Test Maximum Moisture Dry Relative Number Date Elev. Density Content Density Compaction 1. (ft) (pcf) (%) (pcf) (%) 901 03-21-86 194.0 113.5 14.2 107.8 95 902 . 03-21-86 198.0 113.0 13.6 109.5 97 903 03-21-86 199.0 113.0 14.9 108.9 . 96 904 03-21-86 203.0 113.0 13.6 104.2 92 905 03-21-86 204.0 113.0 13.6 105.6 93 906 03-21-86 179.Ô 114.5 16.9 105.0 92 907 03-21-86 177.0 113.5 14.9 108.2 95 908 03-21-86 208.0 110.0 13.6 100.8 92 909 03-21-86 209.0 110.0 12.3 103.4 94 910 03-21-86 212.0 110.0 14.2 108.9 99 911 03-21-86 210.5 110.0 14.2 108.4 99 912 03-21-86 211.0 110.0 16.2 108.2 98 913 03-21-86 170.0 115.5 14.9 111.4 96 914 03-21-86 164.0 115.5 - 19.0 106.2 92 915 03-21-86 181.0 115.5 17.6 106.8 92 916 03-21-86 179.0 115.5 17.6 107.1 93 917 03-24-86 213.0 113.0 12.3 102.7 91 918 03-24-86 211.5 113.0 13.6 102.6 91 919 03-24-86 270.5 113.5 12.3 104.5 92 920 03-24-86 276.5 113.5 14.2 104.5 92 921 03-24-86 213.0 113.0 17.6 103.7 92 922 03-24-86 210.0 113.0 14.2 - 105.9 94 923 03-24-86 206.0 113.5 11.7 108.8 96. 924 03-24-86 203.0 113.5 12.3 108.8 96 925 03-24-86 186.0 117.0 16.9 105.4 . 90 926 03-24-86 181.0 117.0 16.2 106.7 91 927 03-24-86 179.0 115.5 16.2 107.7 93 928 03-24-86 188.5 115.5 14.9 109.6 95 929 03-24-86 208.0 113.0 12.8 105.5 93 930 03-24-86 212.0 113.0 13.6 105.4 93 931 03-24-86 209.0 113.0 13.6 106.3 94 932 03-24-86 211.5 113.0 13.6 105.6 93 933 03-24-86 215.5 113.0 13.6 106.1 .94 934 03-24-86 213.5 113.0 13.6 106.7 94 935 03-24-86 184.0 110.5 12.3 990.7 90 Job No. 285-256 - February 25, 1987 'A-27 Table II (Continued) Test Test Test Maximum Moisture Dry Relative Number Date Elev. Density Content Density Compaction (ft) (pcf) (%) (pcf) (%) 936 03-24-86 185.0 113.5 13.6 105.6 93 937 03-24-86 214.5 113.0 12.3 110.4 98 938 03-24-86 215.0 113.0 12.3 108.8 96 939 03-24-86 210.0 113.5 12.3 109.1 96 940 03-24-86 211.5 113..5 11.7 108.8 96 941 03-24-86 210.5 113.5 13.6 108.4 96 942 03-25-86 217.0 112.5 13.6 104.7 93 943 03-25-86 219.0 113.5 14.2 105.2. 93 944 03-25-86 213.5 113.5 14.2 106.3 94 945 03-25-86 189.0 117.0 18.3 107.3 92 946 03-25-86 186.0 117.0 14.2 108.4 93 947 03-25-86 189.5 117.0 16.2 105.8 90 948 03-25-86 192.0 114.0 12.3 106.1 93 949 03-25-86 196.0 110.5 14.2 104.0 94 950 03-25-86 217.0 113.0 10.4 102.9 91. 951 03-25-86 219.0 113.0 11.7 105.6 93 952 03-25-86 220.0 113.0 12.3 105.7 94 953 03-25-86 221.0 113.0 13.6 106.7 94 954 03-25-86 195.0 117.0 10.4 97.8 84 ckby955 955 03-25-86 195.0 117.0 16.9 106.9 91, 956 03-25-86 196.0 117.0 16.9 106.9 91 957 03-25-86 216.5 115.5 16.2 108.7 94 958 03-25-86 218.0 113.5 14.9 109.3 96 959 03-25-86 222.0 113.0 13.6 107.4 95 960 03-25-86 223.0 113.0 12.3 110.0 97 961 03-25-86 221.0 113.0 13.6 109.3 97 962 03-25-86 221.5 113.0 11.7 109.2 97 963 03-25-86 2230 113.5 14.2 108.7 96 964 03-26-86 217.0 112.5 12.3 103.8 92 965 03-26-86 215.0 112.5 12.3 105.2 94 966 03-26-86 223.0 113.0 11.7 107.9 95 967 03-26-86 220.5 113.0 13.6 107.0 95 968' 03-26-86 219.0 112.5 14.2 104.3 93 969 03-26-86 218.5 112.5 16.2 102.9 91 970 03-26-86 219.0 113.0 13.6 106.6 , 94 Job No. 285-256 - February 25, 1987 . A-28 Table II (Continued) Test Test Test Maximum Moisture Dry Relative Number Date Elev. Density Content Density Compaction (ft) (pcf) (%) (pcf) (%) 971 03-26-86 220.0 112.5 14.9 106.1 94 972 03-26-86 195.0 115.5 17.6 103.4 90 973 03-26-86 194.5 113.5 14.9 107.2 94 974 03-26-86 192.5 113.5 16.9 103.6 91 975 03-26-86' 221.0 112.5 16.2 106.7 95 976 03-26-86 223.5 113.0 12.3 105.6 93 977 03-26-86 190.0 117.0 16.9 106.7 91 978 03-26-86 188.0 117.0 17.6 104.7 89 ckby979 979 03-26-86 188.0 117.0 16.2 106.5 91 980 03-26-86 194.0 117.0 14.9 : 105.8 90 981 03-26-86 193.5 117.0 16.2 106.2 91 982 03-26-86 196.0 115.5 14.9 110.0 95 983 03-26-86 195.5 115.5 14.9 111.4 96 984 03-26-86 169.0 113.5 17.6 102.5 90 985 03-26-86 173.0 115.5 16.6 105.3 91 986 03-27-86 190.0 110.5 14.9 100.9 91 987 03-27-86 194.0 115.5 16.2 106.2 92 988 03-27-86 192.5 110.5 14.9 103.0 93 989 03-27-86 193.0 115.5 17.6 106.4 92 990 03-27-86 195.0 115.5 16.9 108.8 94 991 03-27-86 195.0 110.0 11.1 102.4 93 992 03-27-86 196.5 110.0 11.7 103.1 94 993 03-27-86 178.0 110.5 12.3 103.4 94 994 03-27-86 171.0 117.0 12.3 106.1 91 995 03-27-86 182.0 117.0 11.1 106.2' 91 996 : 03-27-86 179.5 117.0 13.6 105.2 90 997 03-27-86 189.0 113.0 17.6 104.4 92 998 03-27-86 194.0 113.0 16.9 105.5 93 999 03-27-86 196.0 113.0 14.9 107.9 95 1000 03-27-86 191.0 113.0 14.2 104.9 93 1001 03-28-86 196.5 113.0 16.2 105.6 93 1002 03-28-86 198.0 113.0 15.6 105.5 93 1003 03-28-86 203.0 113.0 14.9 107.7 95 1004 03-28-86 208.0 113.0 15.6 109.5 97 1005 03-28-86 194.0 113.0 14.2 103.8 92 Job No. 285-256 - February 25, 1987 A-29 Table II (Continued) Test Test Test maximum Moisture Dry Relative Number Date Elev. Density Content Density Compaction (ft) (pcf) (%) (pcf) M . 1006 03-28-86 192.0 113.0 16.2 103.2 91 1007 03-28-86 196.0 113.0 14.2 105.7 94 1008 03-28-86 193.0 113.0 16.2 104.6 93 1009 03-28-86 181.0 117.0 12.3 105.4 90 1010 03-28-86 182.0 117.0 14.2 105.2 90 loll 03-28-86 180.0 113.5 14.9 107.2 94 1012 03-28-86 202.0 113.0 13.6 109.1 97 1013 03-28-86 197.0 113.0 14.2 105.7 94 1014 03-28-86 195.0 113.0 17.6 101.5 90 1015 03-28-86 196.0 113.0 16.9 106.2 94 1016 03-28-86 186.0 114.0 17.6 106.6 94 1017 03-28-86 184.0 114.0 14.9 109.6 96 1018 03-28-86 185.0 114.0 16.9 106.0 93 1019 03-29-86 187.0 117.0 12.3 107.2 92 1020 .03-29-86 184.0 117.0 16.9 106.4 91 1021 03-29-86 1190.0 117.0 16.2 107.9 92 1022. 03-29-86 193.0 117.0 13.6 106.7 91 1023 03-29-86 197.0 117.0 13.6 107.5 92 1024 03-29-86 197.5 113.0 14.2 108.5 96 1025 03-29-86 199.5 113.0 12.3 108.8 96 1026 03-29-86 191.0 117.0 12.3 106.8 91 1027 03-31-86 197.5 117.0 9.8 101.2 86 ckby1031 1028 . 03-31-86 199.9 117.0 11.7 106.1 91 1029 03-31-86 104.0 117.0 . 11.1 93.9 80 ckby1030 1030 03-31-86 104.0 117.0 14.9 106.5 91 1031 03-31-86 197.5 117.0 14.2 . 106.3 . 91 1032 . 03-31-86 107.0 110.0 11.7 10.4.7 95 1033 03-31-86 198.0 110.5 13.6 108.6. 98 1034 03-31-86 108.5 117.0 14.9 107.9 92 1035 03-31-86 112.0 117.0 14.9 .107.9 92 1036 03-31-86 116.0 117.0 13.6 107.9 92 1037 03-31-86 .106.5 110.5 15.6 104.5 95 1038 03-31-86 100.5 110.5 14.9 106.0 96 1039. 03-31-86 190.5 121.5 13.6 111.4 92 1040 . 03-31-86 193.0 1,21.5 9.8 112.7 93 Job No. 285-256 - February 25, 1987 . . A-30 108 .9 111.2 108.7 110.9 106.6 102 .8 103 .8 102 .3 108.9 106.7 Test El ev. (ft) 198.0 200.0 200.5 207.0 197.0 200.0 204.0 200.0 200.0 204.0 182.0 115.5 13.0 205.0 114.5 15.6 180.0 113.5 18.3 185.0 114.5 14.3 200.0 113.0 14.3 203.0 113.0 11.7 200.0 113.0 11.1 200.0 113.0 11.1 200.0 113.0 14.3 200.0 113.0 14.3 Maximum Moisture Dry Relative Density Content Density Compaction (pcf) (%) (pcf) (%) 106.0 17.6 104.8 99 106.0 18.6 105.0 99 113.5 14.3 103.3 91 112.5 17.6 105.8 94 112.5 19.8 107.2 95 95 90 96 95 97 94 97 96 97 94 91 92 .91 96 94 112 .5 111.8 113 .0 114 .0 114.5 18.3 107.2 13.0 100.3 16.3 108.0 18.3 108.5 14.9 111.4 109.1 101.5 10-3.6 105.6 97.3 14 .2 14 .2 16.2 14 .9 11. 1 101.3 112.6 102 .2 106.1 110.1 12.3 14 .9 13.6 141.2 11.7 12 .3 11.7 14 .9 12.3 11.7 110.2 112.0 105.8 105.6 107 .9 90 92 91 93 88 ckby1066 92 97 90 93 1 9 1 5 1 1061 04-01-86 196.5 121.5 1062 04-01-86 100.0 110.5 1063 04-01-86 198.5 114.0 1064 04-01-86 199.5 114.0 1065 04-01-86 106.5 110.5 1066 04-01-86 106.5 110.5 1067 04-01-86 196.0 115.5 1068 04-01-86 188.0 113.0 1069 04-01-86 191.0 114.0 1070 04-02-86 101.0 117.0 1071 04-02-86 103.0 117.0 1072 04-02-86 101.5 117.0 1073 04-02-86 114.5 113.5 1074 04-02-86 106.0 113.0 1075 04-02-86 104.0 113.0 Table II (Continued) Test Test Number Date 1041 03-31-86 1042 03-31-86 1043 03-31-86 1044. 03-31-86 1045 03-31-86 1046 03-31-86 1047 03-31-86 1048 03-31-86 1049 03-31-86 1050 03-31-86 1051 03-31-86 1052 03-31-86 1053 03-31-86 1054 03-31-86 1055 04-01-86 1056 sv 04-01-86 1057 sv 04-01-86 1058 04-01-86 1059 sv 04-01-86 1060 04-01-86 Job No. 285-256 - February 25, 1987 A-31 I I Table II (Continued) Test Test Test Maximum Moisture Dry Relative Number Date Elev. Density Content Density Compaction (ft) (pcf) (%) (pcf) (%) 1076 04-02-86 110.0 117.0 11.7 111.2 95 1077 04-02-86 112.0 117.0 13.6 110.7 95 1078 04-02-86 105.5 110.5 11.7 100.4 91 1079 04-02-86 111.0 117.0 12.3 110.0 94 1080 04-02-86 110.5 101.0 13.6 101.7 101 1081 04-02-86 205.0 113.0 14.9 106.4 94 1082 SV 04-02-86 205.0 113.0 14.9 107.3 95 1083 04-02-86 200.0 113.0 9.9 107.8 95 1084 SV 04-02-86 200.0 113.0 9.9 103.9 92 1085 04-02-86 208.0 113.0 16.3 103.5 92 1086 sv 04-02-86 208.0 113.0 16.3 . 105.3 93 1087 SV 04-02-86 206.0 110.5 16.3 96.7 88 ckbylo88 1088 04-02-86 206.0 110.5 16.3 99.5 90 1089 04-02-86 206.0 113.0 9.9 104.5 92 1090 sv 04-02-86 206.0 113.0 9.9 107.9 95 1091 04-02-86 203.0 113.0 13.0 100.4 89 ckbyl092 1092 sv 04-02-86 203.0 113.0 13.0 104.3 92 1093 04-02-86 203.0 113.0 13.0 105.0 93 1094 sv 04-02-86 203.0 113.0 13.0 103.7 92 1095 sv 04-02-86 206.0 113.0 13.6 101.4 90 1096 04-02-86 207.0 113.0 12.4 100.9 89 ckbyl092 1097 sv .04-02-86 113.0 113.0 12.4 101.4 90 1098 04-03-86 189.0 113.0 14.9 105.1 93 1099 04-03-86 203.0 111.8 9.9 101.5 91 1100 04-03-86 209.0 113.0 12.4 105.5 93 1101 04-03-86 115.5 114.5 17.6 109.5 96 1102 04-03-86 110.0 115.5 16.9 109.6 95 1103 . 04-03-86 112.0 115.5 15.6 109.3 95 1104 . 04-03-86 113.0 114.5 16.2 108.2 94 1105 . 04-03-86 112.5 114.5 16.2 109.4 96 1106 04-03-86 114.0 114.5 15.6 110.5 97 1107 04-03-86 116.0 110.5 12.3 103.6 94 1108 04-03-86 120.5 114.0. 14.2 106.8 94 1109 04-03-86 118.0 113.0 14.9 105.4 93 1110. 04-03-8.6 117.0 114.0 13.6 110.5 97 Job No. 285-256 - February 25, 1987 A-32 I I Table II (Continued) Test Test Test Maximum Moisture Dry Relative I Number Date Elev. Density Content Density Compaction (ft) (pcf) (%) (pcf) (%) 1111 04-04-86 116.5 113.0 14.2 103.1 91 1112 04-04-86 121.0 115.5 16.9 103.8 90 1113 04-04-86 123.0 113.0 16.2 103.7 92 1114 04-04-86 124.0 115.5 17.6 104.0 90 1115 04-04-86 122.0 115.5 17.6 104.9 91 1116 04-04-86 123.0 115.5 16.2 109.4 95 1117 04-04-86 124.5 115.5 14.9 111.4 96 1118 04-04-86 126.0 115.5 11.1 114.3 99 1119 04-04-86 130.0 115.5 16.2 106.5 92 1120 04-04-86 132.0 113.0 16.9 101.9 90 1121 04-04-86 208.0 113.0 12.4 107.1. 95 1 1122 04-04-86 208.0 113.0 13.6 104.4 92 1123 04-04-86 208.0 113.0 16.3 104.4 92 1124 04-04-86 208.0 113.0 13.6 104.8 93 1125 04-04-86 210.0 113.0 14.3 103.1 91 1126 04-04-86 208.0 113.0 12.4 104.8 93 1127 04-04-86 203.0 113.0 19.0 101.2 .90 1128 04-04-86 200.0 112.5 18.3 105.8 94 1129 1130 .04-04-86 . 04-04-86 193.0 208.0 112.5 113.0 19.0 17.6 105.5 103.2 94 91 1131 04-04-86 207.0 113.0 16.3 105.6 93 1132 04-04-86 220.0 106.0 17.0 94.7 89 ckbyll40 1133 04-04-86 203.0 113.0 16.3 105..6 93 1134 04-04-86 211.0 112.5 17.6 101.7 90 1135 04-04-86 208.0 .113.0 14.3 102.2 90 1136 . 04-04-86 220.0 113.0 17.6 95.9 85 1137 04-04-86 211.0 112.5 19.0 100.3 89 ckbyll40 1138 04-04-86 203.0 113.0 16.3 104.6 93 1139 04-04-86 211.0 101.0 16.3 99.0 98 1140 04-04-86 220,0 112.5 17.6 106.7 95 1141 04-04-86 141.0 117.0 13.6 108.8 93 . I 1142 04-07-86 127.5 104.0 19.0 9.9.1 95 1143 1144 04-07-86 04-07-86 123.0 120.0 117.0 104.0 16.2 20.5 106.0 97.4 . 91 . 94 1145 04-07-86 118.0 117.0 14.9 106.1 91 Job No. 285-256 - February 25, 1.987 A-33 I I Table II (Continued) Test Test Test Maximum Moisture Dry Relative Number Date Elev. Density Content Density Compaction (ft) (pcf) (%) (pcf) (%) 1146 04-07-86 119.0 117.0 16.2 116.2 98 1147 04-07-86 120.0 117.0 16.2 106.0 91 1148 04-07-86 126.0 113.0 14.9 103.7 92 1149 04-07-86 120.0 113.0 11.7 104.7 93 1150 04-07-86 117.5 113.0 11.1 104.9 93 1151 04-07-86 200.0 113.0 14.2 108.4 96 1152 04-07-86 205.0 115.5 17.6 108.1 94 1153 04-07-86 203.5 113.0 13.6 105.6 93 1154 04-07-86 210.0 113.0 14.9 112.1 99 1155 04-07-86 203.0 116.0 16.9 108.1 93 1156 04-07-86 198.5 116.0 17.6 106.6 92 1157 04-08-86 122.0 116.0 14.9 108.4 93 1158 04-08-86 119.0 117.0 16.2 108.4 93 1159 04-08-86 202.5 116.0 19.0 107.2 92 1160 04-08-86 201.0 116.0 19.0 107.9 93 1161 04-08-86 200.5 114.5 17.6 108.8 95 1162 04-08-86 121.0 117.0 14.9 109.3 93 1163 04-08-86 123.0 117.0 13.6 109.1 93 1164 04-08-86 128.0 113.0 12.3 108.6 96 1165 04-08-86 197.0 116.0 16.9 108.1 93 1166 04-08-86 200.0 116.0 17.6 106.8 92 1167 04-08-86 133.0 114.5 19.0 102.6 90 1168 04-08-86 205.0 114.5 17.6 105.6 92 1169 04-08-86 207.0 114.5 17.6 105.1 92 1170 04-08-86 125.0 115.5 19.0 106.3 92 1171 04-08-86 176.0 113.0 12.3 107.2 95 1172 04-08-86 178.0 113.0 13.6 107.5 95 1173 04-08-86 121.0 113.0 11.7 107.4 95 1174 04-08-86 123.0 113.0 13.6 106..8 95 1175 04-09-86 127.0 113.0 11.7 106.9 95 1176 04-09-86 126.5 113.0 11.1 105.3 93 11.77 04-09-86 130.0 113.0 13.6 106.5 94 117.8 04-09-86 122.5 113.0 14.2 106.4 94 1179 04-09-86 123.0 113.0 13.6 107.5 95 1180 04-09-86 135.0 116.0 16.2 108.2 93 Job No. 285-256 - February 25, 198:7 A34 I I Table II (Continued) Test Test Test Maximum Moisture Dry Relative Number Date Elev. Density Content Density Compaction - (ft) (pcf) (%) (pcf) (%) 1181 04-09-86 140.0 116.0 16.9 108.8 94 1182 04-09-86 147.0 116.0 16.2 110.3 95 1183 04-09-86 129.5 113.0 13.6 107.2 95 1184 . 04-09-86 117.0L 112.5 14.2 104.9 93 1185 04-09-86 135.0 117.0 15.6 105.5 90 1186 04-09-86 162.5 101.0 23.0 95.9 95 1187 04-09-86 169.0 116.0 17.6 104.7 90 1188 04-09-86 147.0 113.0 10.4 108.8 96 1189 04-09-86 144.0 113.0 11.1 108.7 96 1190 04-09-86 139.0 101.0 25.0 95.3 94 1191 :04-09-86 146.0 116.0 16.2 106.3 92 1192 0.4-09-86 150.0 101.0 23.0 97.4 96 1193 04-09-86 147.0 101.0 20.5 98.4 97 1194 .04-09-86 159.0 115.5 14.2 - 103.5 90 1195 04-09-86 159.0 115.5 14.9 104.2 90 1196 04-09-86 137.0 115.5 17.6 103.7 90 1197 04-09-86 138.0 110.0 13.6 105.8 96 1198 04-09-86 142.0 113.0 11.7 109.4 97 1199 04-09-86 150.0 110.0 13.6 104.7 95 1200 ':04-09-86 131.0 110.0 13.6 101.4 92 1201 04-09-86 202.0 114.5 19.0 106.5 93 1202 04-09-86 185.0 114.5 17.6 105.9 92 1203 04-09-86 180.0 112.5 17.6 102.6 91 1204 04-09-86 208.0 112.5 14.9 108.2 96 1205 04-09-86 188.0 110.5 15.6 99.7 90 1206 04-09-86 188.0 110.5 11.1 102.2 92 1207 04-09-86 209.0 113.0 15.6 . 104.3' .92 1208 04-09-86 210.0 .116.0 17.6 107.4 93 1209 04-09-86 207.0 111.8 14.3 103.8 93 1210 04-09-86 201.0 . 114.5 19.0 104.5 91 1211 04-09-86 199.0 114.5 15.6 106.4 93 1212 04-09-86 209.0 111.8 13.0 102.0 91 1213 04-09-86 208.0 112.5 17.6 .105.7 94 1214 04-09-86 209.0 111.8 13.6 105.0 94 1215 04-09-86 212.0 113.0 12.4 106.9 95 Job No. 285-256 - February 25, 1987 A-35 I 1 I I I I I I I I I I I I 1 I I Table II (Continued) Test Test Test Maximum Moisture Dry Relative Number Date Elev. Density COntent Density Compaction (ft) (pcf) (%) (pcf) (%) 1216 04-09-86 204.0 113.0 14.9 106.0 94 1217 04-10-86 212.0 113.0 18.3 101.6 90 1218 04-10-86 212.0 113.0 19.0 102.0 90 1219 04-10-86 198.0 101.0 19.0 99.2 98 1220 04-10-86 212.0 101.0 20.5 96.0 95 1221 04-10-86 164.0 115.5 14.9 104.4 90 1222 04-10-86 159.0 113.0 13.6 106.6 94 1223 04-10-86 139.5 113.0 11.7 103.8 92 1224 04-10-86 140.0 106.0 12.3 104.7 99 1225 04-10-86 144.0 104.0 17.6 100.3 96 1226 04-10-86 142.0 113.0 17.2 107.1 95 1227 04-10-86 145.5 113.0 12.3 108.2 96 1228 04-10-86 147.5 116.0 17.6 104.7 90 1229 04-10-86 143.0 116.0 16.2 : 107.2 92 1230 04-10-86 133.5 106.0 13.6 104.0 98 1231 04-10-86 135.5 116.5 14.2 104.5 90 1232 04-10-86. 134.5 116.5 11.7 106.7 92 1233 04-10-86 152.5 112.5 19.0 101.1 90 1234 04-10-86 147.0 104.0 20.5 98.7 95 1235 04-10-86 139.0 106.0 14.9 104.4 98 1236 04-10-86 135.5 106.0 14.2 104.3 98 1237 04-10-86 133.0 106.0 16.9 104.2 98 1238 04-10-86 135.0 113.0 11.7 109.7 97 1239 04-10-86 136.0 106.0 14.2 104.5 99 1240 04-10-86 153.0 .116.5 1.1.7 107.2 92 1241 . 04-10-86 212.0 112.5 16.3 105.7 94 1242 04-10-86 198.0 112.5 15.6 105.9 94 1243 04-10-86 209.0 104.0 21.2 99.8 96 1244 04-10-86 210.0 116.0 17.6 104.9 90 1245 04-10-86 197.0 113.0 14.9 . 104.5 92 1246 04-10-86 214.0 106.6 19.0 104..5 98 1247 04-10-86 197.0 114.0 .22.7 103.1 90 1248 04-10-86 200.0 106.0 19.0 104.5 99 1249 04-10-86 214.0 101.0 22.7 97.8 97 1250 04-10-86 216. 114.5 18.3 105.3 92 Job No. 285-256 - February 25, 1987 A-36 I I Table II (Continued) Test Test Test Maximum Moisture Dry Relative I Number Date Elev. Density Content Density Compaction (ft) (pcf) (%) (pcf) (%) 1251 04-10-86 .215.0 113.0 16.3 103.4 92 1252 04-10-86 216.0 .106.0 19.0. 104.7 99 1253 04-10-86 215.0 113.0 15.6 103.8 92 1254 04-10-86 216.0 101.0 22.7 98.5 98 1255 04-11-86 102.0 114.0 25.0 96.6 85 ckby1258 1256 04-11-86 108.0 114.0 20.5 104.8 92 1257 04-11-86 103.0 1.14.0 22.7 99.6 87 ckby1260 1258 04-11-86 101.0 114.5 21.2 104.3 91 1259 04-11-86 203.0 111.8 13.0 102.5 92 1260 04-11-86 98.0 106.0 21.9 101.6 96 1261 04-11-86 132.5 113.0 12.3 107.9 102 1262 04-11-86 134.0 .113.0 11.7 109.0 103 1263 1264 04-11-86 04-11-86 131.5 135.0 113.0 115.5 13.6 16.2 105.2 104.9 99 91 1265 04-11-86 154.0 110.0 11.1 108.0 98 1266 04-11-86 136.0 113.0 11.7 107.7 102 1267 .04-11-86 140.0 113.0 12.3 . 107.4 101 1268 04-11-86 . 150.0 113.0 10.4 108.5 96 1269 04-11-86 153.0 113.0 12.3 106.1 100 1270 04-11-86 157.0 113.0 11.1 106.0 100 1271 04-11-86 202.0 104.0 20.5 97.2 93 1272 04-11-86 202.5 101.0 19.0 97.1 96 1273 04-11-86 207.0 104.0 2.3.0 94.3 91 1274 04-11-86 217.0 101.0 21.9 96.3 95 1275 . 04-11-86 216.0 101.0 22.7 96.1 95 1276 04-11-86 206.0 104.0 18.3 100.0 96 1277 04-11-86 208.0 104.0 19.0 97.9 94 .1278 04-11-86 209.0 104.0 20.5 98.9 .95 I 1279 04-11-86 238.5 121.5 14.2 112.0 92 1280 04-11-86 229.0 114.5 14.9 104.1 91 1281 04-11-86 208.0 112.5 14.2 104.3 93 1 1282 04-11-86 209.0 101.0 20.5 100.4 99 1283 04-11-86 199.0 112.5 . 13.6 105.3 94 1284 04-14-86 198.0 101.0 23.0 98.7 98 1285 04-14-86 200.0 112.5 12.3 108.8 97 Job No. 285-256 - February 25, 1987 . A-37 I I Table II (Continued) Test Test Test Maximum Moisture Dry Relative Number Date Elev. Density Content Density Compaction (ft) (pcf) (%) (pcf) (%) 1286 sv 04-14-86 216.0 101.0 25.0 97.8 97 1287 04-14-86 210.0 113.0 11.7 105.9 94 1288 04-14-86 203.0 113.0 13.0 .106.9 95 1289 04-14-86 191.0 112.5 11.1 108.3 96 1290 04-14-86 203.0 113.0 11.2 109.5 97 1291 04-14-86 202.0 112.5 14.2 104.3 93 1292. 04-14-86 199.0 101.0 23.0 99.2 98 1293 04-14-86 211.0 113.0 13.0 107.1 95 1294 sv 04-14-86 216.0 '101.0 24.2 96.1 95 1295 'sv 04-14-86 214.0 101.0 24.2 93.4 92 1.296 04-14-86 224.0 112.5 . 14.9 105.6 94 1297 04-14-86 212.0 113.0 11.1 . 110.9 98 1298 04-14-86 196.0 112.5 14.2 107.0 95 1299 04-14-86 196.5 113.0 13.6 105.4 93 1300 04-14-86 208.0 113.0 14.2 105.4 93 1301 04-14-86 231.0 116.0. 16.2 110.8 96 1302 04-14-86 232.0 114.5 14.9 108.8 95 1303 04-14-86 233.5 116.0 13.6 108.8 94 1304 04-14-86 307.5 117.0 16.2 111.0 95 1305 04-14-86 3.10.5 115.5 16.2 104.6 91 1306 04-14-86 313.5 117.0 15.6 106.7 91 1307 04-14-86 315.0 117.0 ' 12.3 110.0 94 1308 04-14-86 316.0 . 111.8 13.6 105.2 94 1309 04-14-86 '233.0 116.0 14.2 107.0 92 1310 04-14-86 234.0 116.0 13.6 108.4 93 1311 04-14-86 235.5 116.0 14.2 108.4 93 1312 04-15-86 238.0 116.0 15.6 105.5 91 .1313 04-15-86 239.5 116.0 14.9 105.6 91 1314 04-15-86 241.5 116.0 5.6 107.1 10 1315 . 04-15-86 242.0 ' 114.5 13.6 110.7 97 1316 . 04-15-86 242.0 114.5 . 14.2 110.8' 97 1317 04-15-86 244.0 116.0 16.2 107.9 93 1318 04-15-86 242.5 114.5 13.6 112.8 99 1319 04-15-86 246.0 112.5 16.9 100.7 90 1320 04-15-86 250.5 112.5 14.9 103.7 92 Job No. 285-256 - February 25, 1987 . . A-38 Table II (Continued) Test Test Test Maximum Moisture Dry Relative I Number Date Elev. Density Content Density Compaction (ft) (pcf) (%) (pcf) (%) 1321 04-15-86 220.0 104.0 20.5 97.9 94 1322 04-15-86 221.0 101.0 23.5 91.9 91 1323 04-15-86 222.0 101.0 22.0 94.4 93 1324 04-15-86 220.0 101.0 20.5 96.4 95 1325 04-15-86 222.0 101.0 25.0 96.4 95 1326 04-15-86 222.0 101.0 25.0 91.7 91 1327 04-15-86 218.0 101.0 25.8 94.0 93 1328 04-15-86 220.0 101.0 25.0 94.2 93 1329 04-15-86 213.0 104.0 17.0 98.3 95 1330 04-15-86 227.0 101.0 26.6 91.6 91 1331 04-15-86 165.0 116.5 14.9 107.5 92 1332 04-15-86 173.5 116.5 14.2 108.6 93 1333 04-15-86 154.0 122.5 13.6 111.4 91 1334 04-15-86 248.5 104.0 17.6 98.9 95 1335 04-15-86 250.0 104.0 19.0 98.8 95 1336 . 04-15-86 244.0 104.0 20.5 101.2 97 1337 04-15-86 246.0 104.0 17.6 102.0 98 1338 04-15-86 217.0 116.5 11.1 107.8 93 1339 1340 04-15-86 04-15-86 218.0 218.0 104.0 104.0 19.0 17.6 96.1 98.4 92 95 1341 04-15-86 224.5 113.0 13.6 106.3 94 1342 04-15-86 223.0 101.0 22.0 95.6 95 1343 04-16-86 169.0 112.5 11.7 102.7 91 1344 04-16-86 160.5 117.0 14.2 106.8 91 1345 04-16-86 149.5 116.5 13.6 111.2 95 1346 04-16-86 161.0 116.5 12.3 111.6 96 1347 .04-16-86 177.0 112.5 11.1 106.2 94. 1348 04-16-86 248.0 117.5 14.2 111.0 94 1349 :04-16-86 249.0 112.5 12.3 106.5 95 1350 04-16-86 248.5 112.5 13.6 103.1 92 1351 04-16-86 250.0 112.5 14.2 101.7 90 I 1352 . 04-16-86 227.0 104.0 23.5 97.7 94 1353 04-16-86 225.0 101.0 26.6 91.2 90 1354 04-16-86 243.0 113.0 17.6 100.9 89 ckby1358 1355 04-16-86 248.0 114.5 19.0 . 109.5 96 Job No. 285-256 - February 25, 1987 A-39 I I Table II (Continued) Test Test Test Maximum Moisture Dry Relative Number, Date Elev. Density Content Density Compaction (ft) (pcf) (%) (pcf) (%) 1356 04-16-86 225.0 114.0 14.9 105.8 93 1357 04-16-86 228.0 106.0 19.0 101.0 95 1358 sv 04-16-86 239.0 104.0 17.0 96.8 93 1359 04-16-86 229.0 106.0 21.0 98.3 93 1360 04-16-86 229.0 106.0 19.0 102.5 96 1361 04-16-86 168.5 113.0 12.3 102.0 90 1362 04-16-86 174.0 113.0 13.6 102.9 91 1363 04-16-86 152.0 112.5 14.9. 100.9 90 1364 04-16-86 156.0 113.0 16.2 105.3 93 1365 04-16-86 162.0 112.5 17.6 102.9 91 1366 04-16-86 154.0 112.5 16.9 102.1 91 1367 04-16-86 225.0 104.0 25.0 98.1 94 1368 04-16-86 235.0 101.0 25.0 92.6 92 1369 04-16-86 216.0 104.0 22.7 99.8 96 1370 04-16-86 236.0 112.5 17.6 102.0 91 1371 04-16-86 136.5 116.5 11.7 111.9 96 1372 04-16-86 138.0 116.0 17.6 10.9.5 94 1373 04-16-86 140.0 115.5 12.3 110.2 95 1374 04-16-86 144.0 116.0 13.6 112.3 97 1375 04-16-86 144.0 117.0 14.9 109.8 94 1376 04-16-86 149.0 117.0 13.6 111.8 96 1377 04-16-86 135.0 117.0 14.2 111.9 96 1378 04-16-86 120.0 113.0 14.2 107.8 95 1379 04-16-86 123.0 117.0 13.6 10.9.1 93 1380 04-16-86 125.0 117.0 13.6 110.5 94 1381 03-16=86 236.0 101.0 23.5 90.5 90 1382 03-16-86 233.0 112.5 20.5 101.1 90 1383 03-16-86 250.0 106.0 16.3 97.9 92 1384 03-16-86 237.0 101.0 25.0 92.8 92 1385 03-16-86 254.0 106.0 17.6 102.2 96 1386 03-16-86 236.0 101.0 25.0 89.9 89 ckby1394 1387 03-17-86 140.0 117.0 14.2 108.9 93 1388 03-17-86 130.5 113.0 13.6 111.2 98 1389 03-17-86 128.0 113.0 14.2 10.9.9 97 1390 03-17-86 127.0 113.0 14.91 109.6 97 Job No. 285-256 - February 25, 1987. A-40 Test Maximum Moisture Dry Relative Elev. Density Content Density Compaction (ft) (pcf) (%) . (pcf) (%) Test Test Number Date I I 1391 03-17-86 124.5 117.0 1392 03-17-86 140.0 117.0 1393 03-17-86 172.0 117.0 1394 03-17-86 236.0 101.0 1395 03-17-86 229.0 104.0 1396 03-17-86 228.0 114.5 1397 03-17-86 232.0 101.0 1398 03-17-86 262.0 106.0 1399 03-17-86 262.0 106.0 1400 03-17-86 227.0 106.0 1401 04-17-86 129.0 104.0 1402 04-17-86 257.0 114.5 1403 04-17-86 257.0 114.5 1404 04-17-86 251.0 116.0 1405 04-17-86 255.0 104.0 1406 04-17-86 255.0 104.0 1407 04-17-86 254.5 104.0 1408 04-17-86 252.5 104.0 1409 04-17-86 253.5 104.0 1410 04-17-86 254.0 104.0 1411 04-17-86 156.0 117.0 1412 04-17-86 158.0 106.0 1413 04-17-86 159.0 104.0 1414 04-17-86 149.0 117.5 1415 04-17-86 139.0 110.0 1416 04-17-86 142.0 111.8 1417 04-17-86 142.0 111.8 1418 04-17-86 142.0 113.0 1419 04-17-86 146.0 110.0 1420 04-17-86 146.0 110.0 1421 04-17-86 151.0 11;0 1422 04-18-86 141.0 110.0 1423 04-18-86 146.0 110.0 1424 04-18-86 151.0 110.0 1425 04-18-86 135.0 113.0 15.6 109.3 14.2. 112.2 15.6 112.1 23.5 95.7 20.5 94.1 15.6 103.8 25.0 94.9 18.3 97.7 22.0 99.2 14.9 98.7 19.0 97.4 19.0 100.5 17.6 103.2 13.6 104.2 16.9 100.6 17.6 98.9 14.9 99.2 17.6 97.4 19.0 96.9 18.3 98.0 14.9 111.5 23.5 97.7 17.5 93.5 17.0 105.3 14.3 107.1 14.9 110.9 14.9 110.9 17.0 105.5 11.1 104.2 10.5 106.2 12.4 102.0 11.1 102.4 12.3 100.8 14.2 102.9 13.6 105.1 93 96 96 95 90 91 94 92 I 94 93 94. 1 88 ckby1403 90 90 ..1. 97 95 95 94 93 94 95 92 90 90 97 99 99 93 95 97 93 93 92 .94 93 I I I I Table II (Continued) I Job No. 285-256 - February 25, 1987 . A-41 Table II (Continued) Test Test Test Max:imuin Number Date Elev. Density (ft) (pc f) 1426 . 04-18-86 131.0 110.0 1427 04-18-86 139.0 110.0 1428 04-18-86. 143.0 110.0 1429 04-18-86 259.0 101.0 1430 04-18-86 262.0 101.0 1431 04-18-86 260.0 104.0 1432 04-18-86 262.0 101.0 1433 04-18-86 254.0 106.0 1434 04-18-86 260.0 101.0 1435 04-18-86 260.0 101.0 1436 04-18-86 236.0 114.5 1437 04-18-86 236.0 114.5 1438 04-18-86 229.0 114.5 1439 04-18-86 262.0 112.5 1440 04-18-86 260.0 106.0 1441 04-18-86 134.0 .110.0 1442 04-18-86 152.0 110.0 1443 04-18-86 151.0 110.0 1444 04-18-86 149.0 116.0 1445 04-18-86 148.0 110.0 1446 04-18-86 144.0 110.0 1447 04-18-86 146.0 110.0 1448 04-18-86 140.0 110.0 1449 04-18-86 157.0 110.0 1450 04-18-86 153.0 110.0 1451 04-18-86 236.0 106.0 1452 04-18-86 239.0 106.0 1453 04-18-86 228.0 114.5 1454 04-18-86 239.0 114.5 1455 04-18-86 265.0 101.0 1456 04-18-86 265.0 101.0 1457 04-18-86 265.0 101.0 1458 04-21-86 264.0 101.0 1459 04-21-86 263.5 101.0 1460 04-21-86 264.5 101.0 Job No. 285-256 - February 25, 1987 Moisture Dry Relative Content Density Compaction (%) (pcf) (%) 11.7 104.7 95 10.4 106.8 97 10.4 103.6 94 27.4 93.6 93 28.2 .90.3 89 ckby1432 22.7 95.5 92 22.7 92.4 91 23.5 94.9 90 22.0 96.2 95 25.0 91.5 91 13.6 101.9 89 ckby1437 19.0 103.4 90 14.9 106.2 93 14.9 104.5 .3 21.2 97.6 92 13.6 100.1 91 11.7 102.9 94 11.1 104.9 95 14.9 111.4 96 15.6 . 102.0 93 12.3 105.4 . 96 14.9 102.1 93 11.1 104.5 95 12.3 103.3 94 11.7 101.5 92 18.0 . 97.3 92 17.0 99.3 94 15.6 105.7 92 17.6 104.3 91 25.8 92.8 92 28.2 88.5 88 ckby1457 28.2 92.2 91 19.0 98.4 97 23.0 93.1 92 25.0 92.4 91 A-42 Table II (Continued) Test Test Test Maximum Moisture Dry Relative Number Date Elev. Density Content Density Compaction (ft) (pcf) (%) (pcf) (%) 1461 04-21-86 144.0 113.0 13.6 106.7 94 1462 04-21-86 154.5 110.0 13.6 102.1 93 1463 04-21-86 158.0 110.0 11.1 105.3 96 1464 04-21-86 164.0 110.0 10.4 103.2 . 94 1465 04-21-86 157.0 117.0 16.9 106.2 91 1466 04-21-86 144.0 116.0 14.2 110.8 96 1467 04-21-86 140.0 116.0 13.6 109.1 94 1468 04-21-86 127.0 110.0 11.7 104.2 95 1469 04-21-86 146.0 110.0 12.3 101.3 92 1470 04-21-86 146.5 110.0 13.6 103.1 94 1471 04-21-86 244.0 112.5 22.0 101.1. 90 1472 04-21-86 250.0 112.5 19.0 106.2 94 1473 04-21-86 243.0 101.0 23.5 91.2 90 1474 04-21-86 241.0 101.0 25.8 90.9 90 1475 04-21-86 243.0 112.5 19.0 106.1 94 1476 04-21-86 146.5 . 110.0 15.6 101.7 92 1477 04-21-86 148.0 116.0 14.9 108.1 93 1478 04-21-86 165.0 .110.0 12.3 103.4 94 1479 04-21-86 160.0 110.0 10.4 102.5 93 1480 04-21-86 155.0 110.0 11.7 100.8 92 1481 04-21-86 243.0 101.0 24.2 91.9 91 1482 04-21-86 241.0 114.5 18.3 104.1 91 1483 04-21-86 234.0 114.5 19.8 104.5 91 1484 04-21-86 244.0 101.0 2.6.6 91.2 90 1485 04-21-86 230.0 115.5 19.0 104.2 90 1486 04-21-86 147.0 110.0 15.6 99.6 91 1487 04-21-86 148.0 110.0 13.6 102.8 93 1488 04-21-86 156.0 110.0 14.9 101.1 92 1489 04-21-86 158.0 110.5 16.2 101.5 .92 1490 04-21-86 164.0 110.0 12.3 104.3 95 1491 sv 04-22-86 174.0 106.0 14.2 105.3 99 1492 sv 04-22-86 162.0 110.0 13.6 103.1 . 94 1493 04-22-86 168.0 106.0 14.9 104.6 99 1494 04-22-86 165.0 110.0 15.6 101.5 92 1495 04-22-86 146.0 106.0 16.2 102.5 97 Job No. 285-256 - February 25, 1987 A-43 Table II (Continued) Test Test Test Maximum Moisture Dry Relative Number Date Elev. Density Content Density Compaction (ft) (pcf) (%) (pcf) (%) 1496 flu 04-22-86 147.0 106.0 18.3 99.4 94 1497 flu 04-22-86 155.0 106.0 19.0 100.8 95 1498 nu 04-22-86 170.0 106.0 20.5 992 94 1499 sv 04-22-86 175.0 106.0 19.0 97.2 92 1500 sv 04-22-86 169.0 106.0 17.6 96.7 91 1501 04-22-86 247.0 101.0 25.0 91.8 91 1502 04-22-86 249.0 106.0 16.2 101.2 95 1503 04-22-86 247.0 106..0 27.4 92.3 87 1504 04-22-86 238.0 117.5 17.6 106.0 90 1505 04-22-86 246.0 104.0 14.9 101.3 97 1506 04-22-86 250.0 106.0 25.0 96.9 91 1507 sv 04-22-86 250.0 106.0 17.0 98.5 93 1508 04-22-86 252.0 106.6 17.6 100.2 94 1509 04-22-86 250.0 104.0 16.3 99.2 95 1510 04-22-86 256.0 104.0 28.2 89.3 86 ckby1522 1511 04-22-86 148.0 112.5 19.0 107.7 96 1512 04-22-86 149.5 106.0 18.3 103.3 97 1513 04-22-86 250.5 106.0 19.0 102.1 96 1514 04-22-86 249.5 106.0 20.5 100.2 95 1515 04-22-86 252.0 101.0 19.7 97.5 97 1516 04-22-86 251.0 101.0 25.0 91.6 91 1517 04-22-86 251.0 101.0 19.0 97.1. 96 1518. 04-22-86 249.5 101.0 17.6 95.7 95 1519 04-22-86 250.0 106.0 18.3 101.2 95 1520 04-22-86, 250.5 101.0 19.7 97.4 96 1521 04-22-86 259.0 112.5 19.8 102.0 91 1522 04-22-86 256.0 106.0 17.0 102.9 97 1523 04-22-86 251.0 106.0 . 14.9 101.3 96 1524 04-22-86 259.0 114.5 17.0 107.9 94 1525 04-22-86 253.0 113.0 19.0 1,08.4 96 1526 04-22-86 255.0 106.0 22.4 97.7 92 1527. 04-23-86 247.5 112.5 .17.6 108.1 96 1528 sv 04-23-86 242.0 113.0 14.2 . 105.1 93 1529 sv 04-23-86 244.0 113.0 12.3 103.6 92 15.30 04-23-86 243.0 113.0 15.6 107.4 95 Job No. 285-256 - February 25, 1987 A-44 I I Table II (Continued) Test Test Test Maximum Moisture Dry Relative I Number Date Elev. Density Content Density Compaction (ft) (pcf) (%) (pcf) (%) 1531 04-23-86 251.0 104.0 23.5 98.8 95 1532 04-23-86 248.0 101.0 28.2 91.3 90 1533 . 04-23-86 251.0 106.0 22.7 95.0 90 1534 04-23-86 249.0 106.0 23.5 93.1 88 ckby1535 1535 04-23-86 249.0 101.0 .28.2 85.8 85 ckby1536 1536 04-23-86 248.5 106.0 19.0 99.8 94 1537 04-23-86 238.0 117.5 16.2 109.3 93 1538 04-23-86 232.0 117.5 17.6 109.5 93 1539 04-23-86 253.0 101.0 25.0 92.3 91 1540 04-23-86 252.0 101.0 19.0 100.0 99 1541 04-23-86 258.0 104.0 28.2 94.9 91 1542 04-23-86 238.0 117.5 16.2 109.3 93 1543 04-23-86 232.0 117.5 17.6 109.5 93 1544 04-23-86 239.0 106.0 19.7 100.6 95 1545 04-23-86 262.0 101.0 25.7 - 91.7 . 91 1546 04-23-86 261.0 101.0 25.8 92.8 92 1547 04-23-86 261.0 101.0 26.6 90.4 90 .1548 04-23-86 250.5 106.0 20.5 99.7 94 1549 04-23-86 252.0 106.0 19.0 101.1 95 1550 04-23-86 257.0 106.0 19.7 101.5 96 1551 04-23-86 262.0 106.0 17.6. 101.2 95 1552 04-23-86 261.0 104.0 19.0 99.3 95 1553 04-23-86 252.5 116.5 . 16.9 105.3 90 1554 04-23-86 243.0 113.0 12.3 104.8 93 1555 04-23-86 253.0 113.0 13.6 106.6 94 1556 04-23-86 251.0 113.0 14.2 107.1 95 1557 04-23-86 245.0 101.0 20.5 96.6 96 1558 04-23-86 253.0 . 104.0 19.7 94.7 91 1559 04-23-86 262.0 104.0 23.0 95.9 92 1560 .04-23-86 253.5 113.0 14.9 102.8 91 1561 04-24-86 258.0 114.5 14.9 105.8 92 1562 sv 04-24-86 258.0 114.0 12.4 104.1 91 1563 sv 04-24-86 259.0 114.0 17.0 107.5 94 1564 sv 04-24-86 253.0 101.0 23.5 94.5 94 1565 04-24-86 242.0 106.0 25.0 97.2 92 Job No. 285-256 -.February 25, 1987 A-45 I Table II (Continued) Test Test Test Maximum Moisture Dry Relative Number Date Elev. Density Content Density Compaction (ft) (pcf) (%) (pcf) (%) 1566 04-24-86 238.0 101.0 22.0 95.2 94 1567 04-24-86 232.0 101.0 23.5 95.4 94 1568 04-24-86 248.0 104.0 19.8 93.7 90. 1569 04-24-86 .260.0 101.0 25.0 91.7 91 1570 04-24-86 258.0 101.0 23.5 92.1 91 1571 04-24-86 260.0 101.0 21.2 95.3 94 1572 04-24-86 260.0 . 101.0 27.4 93.6 93 1573 04-24-86 261.0 106.0 20.1 101.1 95 1574 04-24-86 260.5 106.0 20.5 97.8 92 1575 04-24-86 260.0 101.0 23.5 95.7 95 1576 04-24-86 260.0 106.0 . 23.5 95.9 90 1577 04-24-86 261.0 106.0 22.0 95.9 . 90 1578 04-24-86 259.0 106.0 19..8 96.3 91 1579 04-24-86 262.0 104.0 25.0 95.2 92 1580 04-24-86 261.5 101.0 22.7 93.1 92 1581 04-24-86 177.0 115.5 13.6 104.0 90 1582 04-24-86 179.0 112.5 14.9 105.5 94 1583 . 04-24-86 176.0 115.5. 14.2 107.3 93 1584 04-24-86 146.0 116.0 17.6 105.9 91 1585 04-24-86 157.0 106.0 16.9 101.2 95 1586 04-24-86 151.0 106.0 15.6 101.2 95 1587 sv 04-24-86 151.0 110.0 14.2 107.4 98 1588 sv 04-24-86 147.5 110.0 13.6 104.3 95 1589 04-24-86 158.0 110.0 11.7. 102.2 93 1590 04-24-86 153.0 110.0 11.1 . 104.9 95 1591 04-24-86 180.0 114.5 15.6 105.8 92 1592 04-24-86 145.5 110.0 12.3 104.7 95 1593 04-24-86 148.0 104.0 19.0 96.8 93 1594 04-24-86 157.5 106.6 16.2 103.2 97 1595 . 04-24-86 152.5 104.0 14.9 101.1 97 1596 . .04-24-86 148.0 106.0 19.7 97.9 92 1597 04-24-86 147.0 106.0 15.6 102.0 96 1598 . 04-24-86 163.0 106.0 16.2 106.5 100 1599 04-24-86 155.0 106.0 16.2 104.3 98 1600 . 04-24-86 167.0 106.0 17.6 105.7 100 Job No. 285-256 - February 25, 1987 A-46 I I Table II (Continued) Test Test Test Maximum Moisture Dry Relative I Number Date Elev. Density Content Density Compaction (ft) (pcf) (%) (pcf) (%) 1601 04-25-86 255.0 106.0 22.7 101.9 96 1602 04-25-86 254.0 106.0 23.5 98.6 93 1603 04-25-86 253.0 101.0 25.0 93.7 93 1604 04-25-86 260.0 101.0 25.6 93.6 93 1605 04-25-86 261.0 101.0 25.0 93.0 92 1606 04-25-86 262.0 101.0 20.5 94.3 93 1607 04-25-86 261.0 106.0 20.5 98.6 93 1608 04-25-86 261.0 104.0 23.5 94.3 91 1609 04-25-86 262..0 104.0 25.0 94.4 91 1610 04-25-86 262.0 104.0 25.0 93.8 90 1611 04-25-86 262.0 106.0 22.0 100.7 95 I 1612 04-25-86 262.0 104.0 22.0 94.9 91 1613 04-25-86 262.5 101.0 29.8 91.4 90 1614 04-25-86 262.0 104.0 25.0 93.9 90 1615 04-25-86 254.0 101.0 27.4 89.6 89 ckby1616 1616 04-25-86 254.0 101.0 22.7 92.1 91 1617 04-25-86 254.0 101.0 25.0 92.8 92 1618 04-25-86 163.0 106.0 17.6 100.8 95 1619 1620 04-25-86 04-25-86 154.0 161.0 106.0 106.0 20.5 19.7 100.0 99.9 94 94 1621 04-25-86 166.0 106.0 17.6 105.2 99 1622 04-25-86 156.0 115.5 13.6 105.6 91 1623 04-25-86 170.0 106.0 15.6 101.9 96 1624 04-25-86 171.0 115.5 14.9 109.3 95 1625 04-25-86 149.0 113.0 12.3 105.6 93 1626 04-25-86 151.0 106.0 16.2 101.0 95 1627 04-25-86 183.0 113.0 14.9 104.2. 92 1628 04-25-86 186.0 106.0 16.2 99.3 94 1629 04-25-86 157.0 104.0 14.9 97.1 93 1630 04-25-86 155.0 115.5 13.6 107.4 93 1631 04-25-86 174.0 113.0 12.3 111.4 99 S 1632 04-25-86 172.0 113.0 14.2 108.2 96 1633 ' 1634 04-25-86 04-25-86 175.0 174.0 106.0 113..0 16.9 15.6 101.9 104.3 96 92 5 1635 04-25-86 173.0 113.0 13.6 107.5 95 Job No. 285-256 - February 25, 1987 A-47 I I Moisture Dry Relative Content Density Compaction (%) (pcf) (%) 19.7 99.7 94 20.5 98.5 93 14.2 111.0 96 15.6 108.6 . 94 16.9 102.6 97° 19 .0 14.9 19.0 19.7 23.0 16 .9 19.7 20.5 17.6 16.2 14.9 12 .3 15.6 17.6 18.3 .17. 6 15.. 6 16.2 14.9 16.9 15.6- .17.6 6 16.9 16.2 14.9 12.3 14 .2 12 .3 14 .9 15.6 98.6 102.7 97.9 95.7 101.5 100.0 98 .9 99.7 103.0 105.. 8 104 .6 104.1 102.2 100.1 96.7 100 • 6 103.1 100.6 98.1 94.9 102.7 102°. 0 102.9 105.8 111.2 111.8 103 .8 107.9 106.0 106.5 93 93 97 95 96 91 93 94 92 94 93 95 91 99 96 95 92 90 94 94 91 91 91 94 92 92 92 95 94 95 A-48 Table II (Continued) Test Test Test Maximum Number Date Elev. Density _!!f1_ i ------ ------- ----- 1636 04-25-86 .158.0 106.0 1637 ° 04-25-86 162.0 106.0 I 163.8 04-25-86 156.0 116.0 1639 04-25-86 157.0 116.0 1640 sv 04-28-86 155.0 106.0 I 1641 04-28-86 157.0 106.0 1642 04-28-86 165.0 110.0 1643 04-28-86 260.0 101.0 I 1644 04-28-86 261.0 101.0 1645 04-28-86 158.0 .106.0 I 1646 04-28-86 167.0 110.0 1647 04-28-86 180.0 106.0 1648 04-28-86 188.0 106.0° I 1649 04-28-86 171.0 112.5 1650 04-28-86° 172.5 112.5 1651 04-28-86 174.0 112.5 I 1652 04-28-86 180.0 110.0 1653 . 04-28-86 170.0 112.5 1654 .. 04-28-86 248.0 101.0 1655 . 04-28-86 249.0 101.0 1656 04-29-86 155.0 . 106.0 1657 04-29-86 163.0 112.5 I 1658 ° 04-29-86 157.0 112.5 1659 04-29-86 249.5 104.0 I 1660 04-29-86 250.5 1661 .. 04-29-86 166.0 112.5 1662 . 04-29-86 171.0 112°.5 I 1663 04-29-86 168.0 112.5 1664 04-29-86 203.0 113.0 1665 04-29-86 210.0 121.5 I . 1666 04-29-86° 207.0 121.5 1667 04-29-86 157.'51 113.0 I 1668 . 1669 04-29-86 . 04-29-86 .160.0 161.0 ° 113.0 112.5 1670 04-29-86 159.0 112.5. I Job No. 285-256 - February 25, 1987 I Table II (Continued) Test Test Test Maximum Moisture Dry Relative Number Date Elev. Density Content Density Compaction (ft) (pcf) (%) (pcf) (%) 1671 04-29-86 200.0 104.0 14.9 101.8 98 1672 04-29-86 205.0 104.0 16.9 99.4 96 1673 04-29-86 184.5 113.0 14.9 107.2 95 1674 04-29-86 163.0 106.0 15.6 102.4 97 1675 04-29-86 164.0 113.0 14.9 106.5 94 1676 04-29-86 201.5 104.0 23.0 94.3 91 1677 04-29-86 206.0 104.0 20.5 94.2 91 1678 04-29-86 209.0 104.0 19.3 95.6 92 1679 04-29-86 - 210.5 104.0 17.6 97.4 94 1680 04-30-86 164.0 113.0 13.6 104.5 92 1681 04-30-86 ° 170.5 101.0 19.0 96.3 95 1682 04-30-86 211.5 101.0 20.5 95.6 95 1683 04-30-86 213.0 101.9 23.0 94.9 94 1684 04-30-86 208.5 101.0 19.7 .95.5 95 1685 04-30-86 183.0 113.0 12.3 103.2 91 1686 04-30-86 176.0 113.0 13.6 104.0 92 1687 04-30-86 181.0 113.0 11.7 106.5 94 1688 04-30-86 167.0 112.5 14.9 102.0 91 1689 1690 04-30-86 04-30-86 162.0 170.0 113.0 112.5 10.4 14.2 107.7 .99.8 95 89 ckby1691 1691 04-30-86 170.0 .112.5 14.2 102.1 91 1692 04-30-86 178.0 112.5 14.9 ° 103.0 92 1693 04-30-86 174.0 113.0 13.6 106.1 94 1694 04-30-86 212.0 101.0 15.6 100.5 100 1695 04-30-86 213.0 101.0 19.7 95.6 95 1696 04-30-86 207.5 101.0 15.6 . 98.1 97 1697 04-30-86 210.0 101.0 19.7 101.0 100 1698 04-30-86 213.0 101.0 20.5 97.6 97 1699 04-30-86 141.5 113.0 14.2 104.4 92 1700 04-30-86 179.5 112.5 14.9 102.1 91 1701 05-01-86 142.0 106.0 16.9 103.3 97 1702 05-01-86 145.0 112.5 14.2 104.3 .93 1703 . 05-01-86 176.0 113.0 11.7 107.4 95 1704 05-01-86 176.0 113.0 13.6 103.3 91 1705 05-01-86 . 203.0 106.0 13.6 106.1 100 Job No. 285-256 - February 25, 1987 A-49 I I Table II (Continued) Test Test Test Maximum Number Date Elev. Density (ft) (pcf) 1706 05-01-86 200.0 106.0 1707 05-01-86 193.0 113.0 1708 05-01-86 178.5 101.0 1709 05-01-86 186.5 106.0 1710 05-01-86 179.0 106.0 1711 05-01-86 179.0 106.0 1712 05-01-86 182.0 106.0 1713 05-01-86 181.0 106.0 1714 05-01-86 176.0 106.0 1715 05-02-86 176.0 106.0 1716 05-02-86 171.0 104.0 1717 05-02-86 183.0 106.0 1718 05-02-86 173.0 106.0 1719 05-02-86 178.0 106.0 1720 05-02-86 184.0 106.0 1721 05-02-86 189.0 101.0 1722 05-02-86 193.0 104.0 1723 05-02-86 197.0 106.0 1724 05-02-86 191.0 101.0 1725 05-02-86 194.0 101.0 1726 05-02-86 205.0 101.0 1727 05-05-86 172.0 112.5 1728 05-05-86 180.0 106.0 1729 05-05-86 192.5 112.5 1730 05-05-86 176.5 .101.0 1731 05-05-86 181.0 112.5 1732 05-05-86 193.0 112.5 1733 05-05-86 175.5 112.5 1734 . 05-05-86 183.0 .106.0 1735 05-05-86 194.0 112.5 1736 05-05-86 177.0 112.5 1737 sv 05-06-86 178.0 101.0 1738 . sv 05-06-86 183.0 101.0 1739 sv 05-06-86 192.0 106.0 1740 05-06-86 186.0 113.5 Moisture Dry Relative Content Density Compaction (%) (pcf) (%) 17.6 105.6 100 14.2 106.3 94 19.7 96.7 96 19.0 103.0 97 19.7 101.5 96 17.6 104.0 98 16.9 103.5 98 17.6 101.8 96 17.3 102.4 97 16.9 105.3 99 18.3 100.7 97 17.6 102.7 97 19.0 102.0 96 19.7 101.0 95 18.3 100.4 95 19.7 98.0 97 17.6 101.3 97 15.6 104.3 98 19.0 99.2 98 14.9 99.2 98 17.6 96.4 95 14.9 108.6 97 19.7 103.4 98 14.9 107.2 95 18.3 . 96.2 95 16.2 101.3 90 14.9 103.0 92 16.9 102.3 91 17.6 98.8 93 14.9 104.7 93 16.2 102.4 91 18.3 99.1 98 16.9 96.2 95 15.6 103.2 97 17.6 106.1 93 Job No. 285-256 - February 25, 1987 .A-50 Table II (Continued) Test Test Test Maximum Moisture Dry Relative I Number Date Elev. Density Content Density Compaction (ft) (pcf) (%) . (pcf) (%) 1741 05-06-86 180.0 113.5 16.9 106.0 93 1742 05-06-86 213.0 112.5 16.2 105.8- 94 1743 05-06-86 217.0 112.5 17.2 102.7 91 1744 05-06-86 180.0 .112.5 16.9 105.5 94 1745 05-06-86 185.0 104.0 16.9 100.9 . 97 1746 05-06-86 189.5 104.0 19.7 97.4 94 1747 05-07-86 183.0 112.5 14.9 103.2 92 1748 05-07-86 187.0 106.0 17.6 100.0 94 1749 05-07-86. 189.0 112.5 16.2 103.7 92 1750 . 05-07-86 126.0 117.0 16.2 106.5 91 1751 05-07-86 132.0 117.0 14.9 108.9 93 I 1752 05-07-86 135.0 110.5 8.7 99.4 90 1753 . 1754 . 05-07-86 05-07-86 137.0 134.5 110.5 110.5 14.2 12.3 102.6 102.4 93 93 1755 05-07-86 217.0 112.5 17.6 100.8 90 1756 05-07-86 219.0 104.0 19.0 98.6 95 1757 . 05-07-86 213.0 104.0 .19.7 95.2 92 1758 05-07-86 187.0 113.0 . 12.3 106.8 95 1759 05-07-86 185.0 114.5 16.9 103.6 90 1760 05-07-86 188.0 116.0 16.2 104.8 90 1761 05-08-86 191.0 113.0 17.6 104.7 93 1762 05-08-86 188.0 115.5 18.3 105.1 91 1763 05-08-86 122.0 106.0 15.6 100.3 95 1764 05-08-86 119.0 106.0 16.9 100.0 94 1765 05-08-86 135.0 110.5 12.3 105.6 96 1766 05-08-86 138.0 110.5 14.2 104.5 .95 1767 05-08-86 140.0 110.5 7.5 100.6 91 1768 05-08-86 143.0 110.5 13.6 103.1 93 1769 05-08-86 164.0 106.0 14.9 103.2 97 1770 05-08-86 169.0 106.0 13.6 102.6 97 I 1771 05-08-86 174.0 106.b 14.2 99.8 94 1772 05-08-86 180.0 106.0 14.9 98.7 93 1,773 05-09-86 139.0 117.0 16.2 106.2 91 1774 05-09-86 141.0 110.5 13.6 104.0 94 1775 05-09-86 144.5 117.0 13.6 107.0 91 Job No. 285-256 - February 25, 1987 . A51 I Table II (Continued) Test Test Test maximum Moisture Dry Relative Number Date Elev. Density Content Density Compaction (ft) (pcf) (%) (pcf) (%) 1776 sv 05-09-86 143.5 117.0 13.6 108.7 93 1777 sv 05-09-86 140.0 117.0 12.3 108.3 93 1778 05-09-86 95.0 113.0 14.9 103.7 92 1779 05-09-86 .98.0 113.0 14.9 105.8 94 1780 05-09-86 100.0 113.0 14.2 105.6 93 1781 sv 05-12-86 96.5 113.0 14.2 104.6 93 1782 sv 05-12-86 99.0 113.0 13.6 107.3 95 1783 05-12-86 124.0 101.0 19.0 95.3 94 1784 . 05-12-86 126.0 113.0 12.3 106.6 94 1785 05-12-86 191.0 110.0 14.2 104.2 95 1786 05-12-86 189.0 115.5 18.3 104.3 90 1787 05-12-86 128.0 101.0 19.7 95.9 95 1788 . 05-12-86 127.0 101.0. 23.0 .94.8 94 1789 05-12-86 194.0 113.0 13.6 104.2 92 1790 05-12-86 129.0 104.0 18.3 99.5 96 1791 . .05-13-86 196.0 113.0 12.3 . 106.1 .94 1792 05-13-86 194.0 113.0 11.1 106.4 94 1793 05-13-86 192.0 113.0 9.8 106.9 95 1794 05-13-86 131.0 112.5 15.6 103.3 92 1795 05-13-86 133.0 112.5 17.6 103.0 92 1796 05-13-86 136.5 113.0 13.6 103.7 92 1797 05-13-86 100.0 113.0 14.2 105.0 93 1798 05-13-86 102.0 113.0 13.6 104.9 93 1799 05-13-86 103.0 113.0 10.2 102.2 90 1800 05-13-86 105.0 113.0 16.9 .102.1 90 1801 05-13-86 106.5 112.5 14.2 103.3 92 1802 05-13-86 109.0 112.5 16.2 102.4 91 1803 05-13-86 112.0 113.0 16.9 103.5 92 1804 05-13-86 118.0 113.0 16.9 103.1 91 1805 05-14-86 234.0 114.5 16.2 104..6 91 1806 05-14-86 235.0 114.5 14.9. 106.6 93 1807 05-14-86 114.0 112.5 14.2 106.6 95 1808 05-14-86 119.0 113.0 13.6 104.4 92 1809 05-14-86 115.5 112.5 12.3 106.3 94 1810 05-14-86 120.0 113.0 14.9 104.6 93 Job No. 285-256 - February 25, 1987 A-52 II Table II (Continued) Test Test Test Maximum Moisture Dry Relative Number Date Elev. Density Content Density Compaction (ft) (pcf) (%) (pcf) (%) 1811 05-14-86 194.,0 116.5 15.6 105.7 91 1812 05-14-86 196.0 116.5 14.2 106.3 91 1813 05-14-86 118.0 112.5 17.6 105.2 94 1814 05-14-86 122.0 112.5 16.9 104.7 93 1815 05-14-86 197.0 116.5 14.2 105.6 91 1816 05-14-86 198.5 113.0 13.6 104.9 93 1817 " 05-14-86 198.0 113.0 14.9 105.6 93 1818' 05-15-86 203.0 106.0 14.2 100.3 95 1819 05-15-86 201.0 106.0 16.9 99.7 94 1820 05-15-86 174.0 112.5 13.6 104.0 92 1821 05-15-86 168.0 112.5 14.9 103.9 92 '1822 05-15-86 204.5 114.5 13.6 107.7 94 1823 05-15-86 205.5 114.5 14.2 106.4 93 1824 05-15-86 123.0 113.0 14.2 105.0 93 1825 05-15-86 126.5 113.0 13.6 106.5 94 1826 05-15-86 188.0 106.0 15.6 101.5 96 1827 05-15-86 191.0 106.0 17.6 100.3 95 1828 05-15-86 207.0 114.5 16.2 106.5 93 1829 05-15-86 197.5 104.0 14.9 , 97.8 94 1830 05-15-86 198.0 104.0 15.6 98.4 , 9,5 1831 05-15-86 197.0 ' 114.5 14.9 104.7 91 1832' 05-15-86 165.0 114.5 14.2 105.0 92 1833 05-16-86 168.0 114.5 14.9 106.1 93 1834 05-16-86 170.0 114.5 13.6 105.9 92 1835 95-16-86 197.0 113.0 14.9 106.7 94 1836 , 05-16-86 205.0 113.0 16.2 106.3 94 1837 05-16-86 193.0 ' 112.5 15.6 102.4 , 91 1838 05-16-86 209.5 113.0 13.6 106.5 94 1839 05-16-86 211.0 113.0 14.2 104.9 93 1840 05-16-86 177.0 ' 114.5 12.3 107.5 94 1841 05-16-86 174.0 113.0 14.2 103.5 92 1842 ' 05-16-86 176.0 113.0 13.6 106.1 94 1843 05-16-86 212.0 113.0 14.2 108.2 96 1844 05-16-86 210.0 113.0 12.3 108.9 96 1845 05-16-86 202.0 113.0 14.9 108.9 96 Job No. 285-256 - February 25, 1987 'A-53 Table Ii (Continued) Test Test Test Maximum Moisture 'Dry Relative Number Date Elev. Density Content , Density Compaction (ft) (pcf) (%) (pcf) (%) 1846 05-16-86 178.5 110.0 13.6 100.3 91 1847 05-19-86 181.0 110.0 12.3 100.9 92 1848 05-19-86 185.0 110.0 13.6 101.9 93 1849 05-19-86 207.0 113.0 13.6 105.4 93 1850 05-19-86 206.0 113.0 12.3 , 108.3 96 1851 05-19-86 207.0 113.0 12.3 109.7 97 1852 , 05-19-86 209.0 113.0 13.6 107.9 95 1853 05-19-86 210.0 113.0 13.6 106.1 94 1854 05-19-86 255.0 114.0 13.0 102.6 90 1855 05-19-86 258.0 104.0 15.6 99.6 ' 96 1856 05-19-86 258.0 106.0 , 13.6 , 98.2 93 1857 05-19-86 251.0 116.5 13.0 104.7 , 90 1858 ' 05-19-86 188.0 106.0 17.6 103.2 97 1859 05-19-86 193.0 106.0 19.0 102.8 97 1860 05-19-86 ' 185.0 113.0 15.6 103.1 91 1861 05-19-86 188.0 110.0 12.3 102.5 93 1862 , 05-19-86 183.0 110.0 '13.6 100.3 91 1863 '05-19-86 212.0 114.5 14.2 104.0 91 1864 05-19-86 215.0 114.5 14.2 105.0 92 1865 05-19-86 218.0 101.0 16.9 101.7 '101 1866 05-19-86 219.0 101.0 19.7 97.4 96 1867 sv 05-20-86 195.0 113.5 12.3 107.2 94 1868 sv 05-20-86 190.0 113.5 13.6 107.8 95 1869 sv 05-20-86 188.0 113.0 14.2 106.1 94 1870 05-20-86 133.5 116.5 11.1 104.4 90 1871' ' 05-20-86 135.0 114.5 11.7 108.8 95 1872 05-20-86 136.0 114.5 12.3 107.4 94 1873 05-20-86 188.0 104.0 17.6 98.,8 95 1874 05-20-86 190.0 104.0 19.7 95.5 92 1875 05-20-86 138.0 106.0 ' 23.0 96.7 91 1876 05-20-86 142.0 106.0 20.5 99.5 94 1877 sv 05-20-86 191.0 113.0 14.2 106.0 , 94 1878 sv 05-20-86 193.0 113.5 13.6 104.8 92 1879 05-20-86 192.0 106.0 17.6 102.2 96 .1880 ' . 05-20-86 198.0 106.0 19.0 101.6 96 Job No. 285-256 - February 25, 1987 ' 0 A-54 Table II (Continued) Test Test Test Maximum Moisture Dry Relative Number Date . Elev. Density Content Density Compaction (ft) (pcf) (%) (pcf) (%) 18.81 05-21-86 201.0 106.0 19.7 103.1 97 1882 sv 05-21-86 191.0 112.5 20.5 104.4 93 1883 sv 05-21-86 196.0 112.5 20.5 104.5 93 1884 sv 05-21-86 199.0 112.5 19.0 101.0 90 1885 05-21-86 197.0 112.5 14.9 101.6 90 1886 05-21-86 201.0 112.5 15.6 . 106.5 95 1887 05-21-86 204.0 104.0 15.6 103.2 99 1888 05-21-86 148.0 116.0 16.2 106.3 92 1889 05-21-86 187.0 113.0 12.3 107.7 95 1890 05-21-86 189.0 113.0 13.6 108.4 96 1891 05-21-86 190.0 113.0 13.6 105.6 93 I 1892 05-21-86 153.0 113.0 11.1 108.1 96 1893 05-21-86 158.0 113.0 13.6 104.9 93 1894 05-21-86 162.0 113.0 14.2 107.1 95 1895 05-21-86 164.0 114.5 12.3 108.2 94 1896 05-22-86 170.0 . 113.0 13.6 105.1 93 1897 05-22-86 182.0 114.5 14.2 107.7 94 1898 05-22-86 148.0 113.0 11.7 107.4 95 1899 05-22-86 150.0 113.0 14.2 107.8 95 1900 05-22-86 175.0 113.0 11.1 107.6 95 1901 05-22-86 177.0 113.0 12.3 109.5 97 1902 05-22-86 157.0 114.5 9.9 103.0 90 1903 05-22-86 152.0 113.0 12.3 103.2 91 1904 05-22-86 155.0 113.0 12.3 104.1 92 1905 05-22-86 192.0 106.0 16.2 98.4 93 1906 05-22-86 194.0 106.0 16.9 97.3 92 1907 1908 05-22-86 05-22-86 196.0 180.0 104.0 114.5 15.6 14.2 98.6 103.3 95 90 1909 05-22-86 180.0 . 114.5 14.2 107.7 94 1910 05-22-86 184.0 114.5 13.6 106.8 93 I 1911 05-23-86 189.0 106.0 14.9 102.8 97 . 1912 05-23-86 186.0 106.0 15.6 103.4 98 1913 05-23-86 154.0 106.0 16.2 99.3 94 1914 05-23-86 157.0 113.0 12.3 103.8 92 1915 05-23-86 160.0 104.0 16.2 98.2 94 Job No. 285-256 - February 25, 1987 A-55 I I Table II (Continued) Test Test Test Maximum Moisture Dry Relative Number Date Elev. Density Content Density Compaction (ft) (pcf) (%) (pcf) (%) 1916 05-23-86 193.0 112.5 16.2 .101.5 90 1917 05-23-86 191.0 112.5 17.6 101.8 90 1918 05-23-86 155.0 113.0 13.6 .107.4 95 1919 05-23-86 156.5 113.0 17.6 103.4 92 1920 05-23-86 158.0 113.0 16.9 102.9 91 1921 05-23-86 194.0 112.5 17.6 104.9 93 1922 . 05-23-86 192.0 112.5 16.9 104.8 93 1923 05-23-86 194.0 113.0 11.7 102.7 91 1924 05-23-86 195.0 113.0 14.2 103.6 92 1925 05-23-86 157.0 106.0 16.9 102.1 96 1926 05-23-86 156.0 106.0 17.6 101.2 95 1927 05-23-86 196.0 113.0 14.2 101.2 90 1928 05-23-86 197.0 113.0 13.6 105.9 94 1929 05-23-86 195.0 113.0 13.6 107.7 95 1930 05-23-86 196.5 113.0 12.3 109.5 97 1931 05-27-86 15.7.5 113.0 12.3 103.3 91 1932 sv 05-27-86 161.5 113.0 12.3 106.3 94 1933 sv 05-27-86 159.0 116.5 13.0 111.5 96 1934 05-27-86 126.0 110.0 11.7 . 103.1 94 1935 05-27-86 124.0 113.0 13.6 103.1 91 1936 05-27-86 128.5 . 110.0 12.3 101.1 92 1937 sv 05-27-86 142.0 106.0 16.9 102.1 96 1938 sv 05-27-86 146.0 113.0 12.3 109.4 97 1939 05-27-86 180.0 113.0 12.3 108.6 96 1940 05-27-86 172.0 113.0 14.2 106.4 94 1941 05-27-86 262.0 116.0 14.9 110.1 95 1942 .05-27-86 260.0 115.5 13.6 109.5 95 1943 05-27-86. .261.0 115.5 13.0 109.2 95 1944 . 05-27-86 173.0 112..5 14.9 105.8 94 1945 05-27-86 175.0. 112.5 16.2 105.6 94 1946 sv 05-27-86 127.0 113.0 13.6 110.2 98 1947 sv 05-27-86 130.0 112.5 15.6 107.2 95 1948 05-27-86 205.0 106.0 17.6 103.2 97 1949 05-27-86 203.0 106.0 16.2 104.1 98 1950 .. 05-27-86 208.0 104.0 14.2 102.4 98 Job No. 285-256 - February 25, 1987 A-56 Table II (Continued) Test Test Test Maximum Moisture Dry Relative Number Date Elev. Density Content Density Compaction (ft) (pcf) (%) (pcf) (%) 1951 05-27-86 139.0 104.0 19.7 96.9 93 1952 05-28-86 134.5 104.0 19.0 100.1 96 1953 05-28-86 137.0 104.0 19.7 98.2 94 1954 05-28-86 136.0 113.0 11.1 107.8 95 1955 sv 05-28-86 138.0 113.0 13.6 107.7 95 1956 sv 05-28-86 142.0 113.0 12.3, 108.6 96 1957 05-28-86 139.0 113.0 9.8 103.2 91 1958 05-28-86 144.0 113.0 12.3 102.5' 91 1959 sv 05-28-86 199.5 112.5 20.5 106.9 95 1960 sv 05-28-86 197.0 106.0 17.6 103.5 98 1961 05-28-86 140.0 112.5 15.6 105.8 94 1962 05-28-86 141.0 113.0 14.2 109.4 97 1963 05-28-86 195.0 110.5 11.7 101.1 91 1964 05-28-86 200.0 106.0 15.6 102.9 97 1965 05-28-86 239.0 112.5 14.2 100.7 90 1966 05-28-86 231.0 112.5 13.6 103.1 92 1967 05-28-86 240.0 112.5 14.2 103.3 92 1968 05-28-86 223.0 106.0 15.6 100.3 95 1969 05-28-86 233.0 106.0 14.2 98.6 93 1970 05-28-86 231.0 106.0 12.3 ' 101.7 .96 1971 05-28-86 202.0 106.0 17.6 100.5 95 1972 05-28-86 201.0 106.0 16.2 101.0 95 1973 05-28-86 142.0 112.5 16.2 102.6 91 1974 05-28-86 143.0 112.5 16.9 103.1 92 1975 05-29-86 202.0 112.5 15.6 107.1 95 1976 05-29-86 193.0 106.0 18.3 97.3 92 1977 05-29-86 198.0 ' 113.0 13.6 101.2 9.0 1978 05-29-86 193.0 104.0 15.6 98.1 94 1979 05-29-86 194.0 104.0 16.9 97.7 94 1980 05-29-86 144.0 113.0 12.3 106.8. 95 1981 sv 05-29-86 137.0 113.0 13.6 106.1 94 1982 05-29-86 193.5 114.5 14.2 103.3 90 1983 05-29-86 196.0 106.0 14.9 97.4 92 1984 05-29-86 202.5 113.0 14.9 106.7 94 1985 05-29-86 238.0 101.0 18.3 95.8 95 Job No. 285-256 - February 25, 1987 . ' A-57 I I H Table II (Continued) Test Test Test Maximum Moisture Dry Relative Number Date Elev. Density Content . Density Compaction (ft) (pcf) . (%) (pcf) (%) 1986 05-29-86 236.0 101.0 19.7 95.9 95 1987 05-29-86 235.0 106.0 7.5 96.7 91 1988 05-29-86 246.0 104.0 19.0 98.5 95 1989 05-29-86 139.0 112.5 14.9 105.6 94 1990 .05-29-86 146.0 112.5 15.6 106.7 95 1991 sv 05-30-86 205.0 113.0 15.6 107.7 95 1992 sv 05-30-86 204.0 113.0 14.2 108.4 96 1993 05-30-86 181.0 113.0 12.3 102.9 91 1994 05-30-86 165.0 113.0 13.6 102.6 91 1995 05-30-86 157.0 110.5 11.7 102.7 93 .1996 05-30-86 158.0 110.5 , 13.6 102.8 93 1997 05-30-86 172.0 113.0 13.0 107.9 95 1998 . 05-30-86 204.0. 104.0 16.9 99.2 95 1999 sv 05-30-86 149.0 . 113.0 14.2 105.2 93 2000 sv 05-30-86 147.0 113.0 ' 13.6 107.3 95 05-30-86 201.0 113.0 14.2 106.1 94 2001 2002 05-30-86 198.5 113.0 13.0 105.3 . 93 2003 05-30-86 145.0 113.0 13.6 105.1 93 2004 05-30-86 142.0 113.0 13.0 104.7 93 .2005 05-30-86 141.0 117.0 11.1 109.9 94 2006 . .05-30-86 201.5 113.0 13.0 106.5 94 2007 05-30-86 200.0 113.0 12.3 108.4 96 2008' 05-30-86 154.0 110.5 7.5 102.3 93 2009 05-30-86 151.0 113.0 11.7 103.1 91 2010 05-30-86 150.0 . _113.0 113.0 12.3 104.5 92 2011 06-02-86 176.0 112.5 16.2 105.3 94 2012 . 06-02-86 181.5 . 106.0 17.6 101.5 96 ' 2013 06-02-86 170.0 112.5 13.6 105.4 94 2014 sv 06-02-86 160.0 106.0 17.6 104.3 98 2015 sv 06-02-86 163.0 ' 106.0 . 20.5 103.4 98 2016 sv 06-02-86 159.0 ' 104.0 18.3 101.2 97 2017 06-02-86 164.0 101.0 19.7 95.2 94 2018 2019 06-02-86 06-02-86 122.0 134.0 113.0 113.0 10.4 12.3 104.3 104.1 92 92 2020 . 06-02-86 141.0 116.5 11.7 106.7 92 I Job No. 285-256 - February 25, 1987 A-58 I Table II (Continued) Test Test Test Maximum Moisture Dry Relative Number Date Elev. Density Content Density Compaction (ft) (pcf) (%) (pcf) (%) 2021 06-02-86 126.0 116.5 11.1 105.8 91 2022 sv 06-02-86 161.0 104.0 21.2 97.2 93 2023 sv 06-02-86 162.0 104.0 19.0 100.1 96 2024 06-03-86 175.0 106.0 17.6 103.4 98 2025 06-03-86 174.0 106.0 18.3 101.7 96 2026 06-03-86 173.0 110.0 11.1 101.1 92 2027 06-03-86 234.0 112.5 14.9 101.3 90 2028 . 06-03-86 234.0 116.0 13.6 106.8 92 2029 06-03-86 226.0 104.0 16.2 97.4 94 2030 06-03-86 196.0 113.0 12.3 106.3 94 2031 06-03-86 195.0 113.0 13.6 106.3 94 2032 06-03-86 144.0 113.0 13.0 110.8 98 2.033 06-03-86 145.0 112.5 16.2 106.0 94 2034 06-93-86 150.0 113.0 12.3 108.6 96 2035 06-03-86 175.0 106.0 16.9 102.6 97 2036 06-03-86 177.0 106.0 17.6 101.5 96 2037 06-03-86 179.0 113.0 14.2 107.7 95 2038 06-03-86 180.0 106.0 16.9 100.9 95 2039 06-03-86 180.5 106.0 19.0 99.5 94 2040 . 06-04-86 141.0 106.0 13.6 102.1 96 2041 sv 06-04-86 143.0 116.0 16.9 105.4 91 2042 sv 06-04-86 145.0 116.0 15.6 107.4 93 2043 sv 06-04-86 146.0 106.0 19.0 103.9 98 2044 sv 06-04-86 147.0 116.0 16.2 110.2 . 95 2045 sv 06-04-86 152.0 116.0 16.2 106.4 92 2046 06-04-86 184.5 112.5 14.2 107.5 96 2047 06-04-86 186.0 106.0 16.9 100.4 95 2048 06-04-86 188.5 106.0 18.3 98.5 93 2049 06-04-86 187.5 . 106.0 17.6 100.3 95 2050 06-04-86 142.0 116.0 16.9 106.0 91 2051 06-04-86 210.0 106.0 15.6 100.0 . 94 2052 06-04-86 212.0 106.0 14.9 99.2 94 2053 06-04-86 211.0 106.0 19.0 98.3 93 2054 06-04-86 156.5 113.0 13.6 104.4 92 2055 06-04-86 151.5 113.0 13.0 106.0 94 Job No. 285-256 - February 25, 1987 A-59 Table II (Continued) Test Test Test Maximum Moisture Dry Relative Number Date Elev. Density Content Density Compaction (ft) (pcf) (%) (pcf) (%) 2056 06-04-86 154.0 106.0 14.2 103.5 98 2057 .06-04-86 211.,0 106.0 14.9 100.2 95 2058 06-04-86 213.0 106.0 13.6 101.5 96 2059 06-04-86 147.0 113.0 14.2 104.2 92 2060 06-04-86 153.0 106.0 14.9 101.3 96 2061 sv 06-05-86 157.0 106.0 16.9 98.6 93 2062 06-05-86 149.0 115.5 16.2 103.6 90 2063 sv 06-05-86 144.0 112.5 15.6 106.7 95 2064 06-05-86 151.0 115.5 14.9 106.8 92 2065 06-05-86 213.0 104.0 18.3 98.0 94 2066 06-05-86 216.0 104.0 19.0 98.4 95 2067 06-05-86 151.5 106.0 16.2 101.3 96 2068 06-05-86 145.0 115.5 14.9 107.4 93 2069 06-05-86 149.0 106.0 16.2 101.3 96 2070 06-05-86 158.0 113.0 12..3 107.0 95 2071 06-05-86 215.0 104.0 16.9 99.4 96 2072 06-05-86 217.0 104.0 15.6 98.7 95 2073 06-05-86 158.0 113.0 13.0 108.8 96 2074 06-05-86 133.0 110.5 12.3 99.3 90 2075 06-05-86 153.0 113.0 11.7 105.9 94 2076 06-05-86 147.0 116.0 14.9 108.1 93 2077 06-05-86 135.0 114.5 12.3 108.9 95 2078 06-05-86 136.0 116.0 13.6 105.9 91 2079 06-06-86 151.5 112.5 16.2 104.9 93 2080 sv 06-06-86 155.0 112.5 16.2 102.3 91 2081 sv 06-06-86 150.0 112.5 14.9 105.7 94 2082 06-06-86 162.0 104.0 14.2 102.8 99 2083 06-06-86 153.0 113.0 13.0 105.1 .93 2084 06-06-86 193.0 106.0 13.6 99.8 94 2085 06-06-86 194.5 106.0 14.9 101.4 96 2086 06-06-86 196.0 106.0 14.2 101.2 95 2087 06-06-86 191.5 113.0 14.9 103.4 92 2088 06-06-86 183.0 113.0 16.2 107.1 95 2089 06-06-86 199.0 113.0 16.9 102.1 90 2090 : 06-06-86 196.5 112.5 15.6 109.6 97 Job No. 285-256 - February 25, 1987 . A-60 Table II (Continued) Test Test Test Maximum Moisture Dry Relative I Number Date Elev. Density Content Density Compaction (ft) (pcf) (%) (pcf) (%) 2091 sv .06-06-86 155.0 113.0 13.0 113.6 101 2092 sv 06-06-86 154.0 113.0 14.2 110.8 98 2093 06-06-86 163.0 121.5 13.6 112.1 92 2094 06-06-86 157.0 11.4.5 13.6 103.8 91 2095 06-06-86 156.0 117.0 13.0 107.4 92 2096 06-06-86 158.0 117.0 13.6 107.7 92 2097 06-06-86 193.0 115.5 14.2 107.1 93 2098 06-06-86 194.0 115.5 13.6 108.8 94 2099 06-09-86 204.0 116.5 15.6 110.3 95 2100 06-09-86 194.0 113.0 - 13.6 107.4 95 ' 2101 sv 06-09-86 158.0 104.0 20.5 103.2 .9.9 I 2102 sv 06-09-86 160.0 117.0 14.2 113.7 97 2103 sv 06-09-86 153.0 ' 110.5 9.8 105.1 95 2104 sv 06-09-86 158.0 113.0 14.2 105.1 93 21.05 sv 06-09-86 156.0 117.0 14.9 107.4 92 2106 06-09-86 203.0 110.5 11.1 102.2 92 2107 06-09-86 196.5 106.0 12.3 102.0 96 2108 06-09-86 212.5 104.0 ' 18.3 97.3 94 2109 2110 06-09-86 06-09-86 209.0 160.0 104.0 113.5 16.9 13.6 97.0 106.3 93 94 2111 06-09-86 163.0 113.5 13.0 107.7 95 2112 06-09-86 162.0 113.0 13.0 106.7 94 2113 06-09-86 164.0 113.5 12.3 106.5 94 2114 .06-09-86 155.0 113.5 14.2 105.2 93 2115 06-09-86 159.0 113.0 13.0 105.4 93 2116 06-09-86 158.0 112.5 16.2 101.9 91 2117 06-09-86 198.5 . 104.0 15.6 99.4 96 2118 06-09-86 200.0 ' 104.0 19.7 95.4 92 2119 06-09-86 196.0 113.5 14.2 107.7 95 2120 06-09-86 195.0 113.0 11.7 109.4 . 97 2121 ' 06-10-86 ' 201.5 104.0 14.2 92.3 89 ckby2122 2122 06-10-86 201.5 104.0 ' 17.6 93.7 90 2123 . 2124 06-10-86 06-10-86 200.5 198.0 113.0 '113.5 13.0 13.6 ' 103.3 104.2 ' 91 92 2125 06-10-86 196.0 113.5 14.2 104.5 92 Job No. 285-256 - February 25, 1987 Table II (Continued) Test Test Test Maximum Moisture Dry Relative Number Date Elev. Density Content Density Compaction (ft) (pcf) (%) (pcf) (%) 2126 sv 06-10-86 163.0 116.5 12.3 .' 106.1 91 2127 sv 06-10-86 159.0 106.0 17.6 104.0 98 2128 06-10-86 155.0 114.5 14.2 .108.0 94 2129 06-10-86 157.0 116.5 16.2 107.0 .92 2130 06-10-86 159.0 113:0 11.7 109.7 97 2131 06-10-86 195.5 114.5 14.2 109.1 95 2132 06-10-86 201.0 113.5 13.0 106.5 94 2133 06-10-86 162.0 121.5 12.3 111.8 92 2134 06-10-86 160.0 117.0 13.6 108.1 92 2135 06-10-86 157.0 110.0 10.4 103.2 94 2136 sv 06-10-86 156.0 113.0 12.3 104.2 92 2137 sv 06-10-86 158.0 113.0 13.0 105.2 93 2138 sv 06-10-86 160.5 117.0 14.2 109.8 94 2139 06-10-86 162.5 117.0 12.3 105.0 90 2140 06-10-86 201.5 116.5 16.2 107.2 92 2141 06-10-86 203.0 116.5 14.9 109.3 .94 2142 06-10-86 198.0 113.5 .14.2 107.7 95 2143 06-10-86 199.0 113.0 13.0 105.8 94 2144 06-10-86 202.0 113.5 11.7 107.7 95 2145 06-11-86 221.0 114.5 12.3 107.9 94 2146 06-11-86 219.0 114.5 11.7 109.7 96 2147 sv 06-11-86 160.0 110.0 10.4 106.3 97 2148 06-11-86 162.0 110.0 13.6 101.5 92 2149 06-11-86 158.0 110.0 13.0 104.2 95 2150 06-11-86 118.0 115.5 16..2 104.1 90 2151 06-11-86 120.0 115.5 14.9 106.8 92 2152 06-11-86 123.5 115.5 14.2 105.2 91 2153 06-11-86 161.0 113.5 13.0 105.8 93 2154 06-11-86 162.0 113.0 14.2 103.6 92 2155 06-11-86 129.0 114.0 18.3 104.9 .92 2156 06-11-86 132.5 106.0 17.6 102.2 96 2157 06-12-86 124.0 .106.0 19.0 100.1 94 2158 06-12-86 164.0 113.5 13.6 105.6 93 2159 06-12-86 166.0 113.5 12.3 102.0 90 2160 06-12-86 169.0 110.0 11.1 105.5 96 Job No. 285-256 - February .25, 198.7 . A-62 Table II (Continued) Test Test Test Maximum Moisture Dry Relative Number Date Elev. Density Content Density Compaction (ft) (pcf) (%) (pcf) (%) 2161 06-12-86 170.0 110.0 14.9 100.2 91 2162 06-12-86 172.0 110.0 13.0 101.2 92 2163 06-12-86 174.0 110.0 14.2 '102.8 93 2164 06-12-86 182.0 114.5 14.2 105.0 .92 2165 06-12-86 185.0 106.0 10.4 103.2 97 2166 06-12-86 173.0 110.0 10.4 103.8 94 2167 06-12-86 176.0 - 110.0 . 12.3 102.9 94 2168 06-12-86 177.0 110.5 14.2 102.1 .92 2169 06-12-86 179.0 110.0 12.3 100.9 92 2170 06-12-86 175.0 110.0 14.9 103.2 94 2171 06-12-86 187.0 114.5 19.7 105.7 . 92 2172 06-12-86 188.5 114.0 19.0 104.2 91 2173 06-13-86 191.0 . 114.0 20.5 105.2 92 2174 06-13-86 193.0 .114.0 17.6 106.9 94 2175 06-13-86 211.0. 110.0 14.9 103.4 94 2176 06-13-86 '214.0 110.0, 13.0 103.8 94 2177 06-13-86 219.0 116.5 16.2 106.5 91 2178 06-13-86 224.0 110.0 10.4 104.1 95 2179 06-13-86 193.0 106.0 20.5 99.5 94 2180 06-13-86 196.0 106.0 21.6 97.7 92 2181 06-13-86 197.0 113.0 19.7 101.9 90 2182 06-13-86 202.0 106.0 17.6 95.2 90 2183 06-13-86 203.0 106.0 16.9 101.9 96 2184 06-13-86 .204.0 106.0 9.8 96.9 91 2185 06-13-86 204.0 106.0 18.3 97.0 92 2186 06-13-86 212.0 110.0 16.2 103.4 94 2187 , 06-13-86 227.0 110.0 15.6 101.3 92 2188 06-13-86 224.0 110.0 15.6 102.0 93 2189 . . 06-13-86 199.0 106.0 16.9 98.8 93 2190 06-13-86 200.0 106.0 16.9 104.8 99 2191 sv .06-13-86 181.0 101.0 14.2 98.9 98 2192 sv 06-13-86 182.0 110.0 14.9 106.0 96 2193 sv 06-16-86 184.0' 110.5 16.2. 106.7 .97 2194 sv 06-16-86 ' 186.0 110.0 15.6 104.4 95 2195 06-16-86 208.0 106.0 17.6 103.5 98 Job No. 285-256 - February 25, 1987 A-63 Table II (Continued) Test Test Test Maximum Moisture Dry Relative Number Date Elev. Density Content Density Compaction (ft) (pcf) (%) (pcf) (%) 2196 06-16-86 210.0 106.0 19.0 103.5 98 2197 06-16-86 209.0 112.5 16.9 102.7 91 2198 06-16-86 232.0 114.5 15.6 103.6 .90 2199 sv 06-16-86 237.0 115.5 14.2 . 111.0 96 2200 sv 06-16-86 240.0 104.0 16.2 97.0. 93 2201 sv -06-16-86 203.0 110.0 13.6 105.4 96 2202 sv 06-16-86 204.5 104.0 15.6 97.3 94 2203 06-16-86 209.0 113.0 12.3 . 105.4 93 2204 06-16-86 213.0 110.0 13.6 103.3 94 2205 06-16-86 210.5 110.0 14.9 102.8 93 2206 06-16-86 185.0 110.0 12.3 103.8 94 2207 06-16-86 139.0 121.5 12.3 113.9 94 2208 06-16-86 207.0 104.0 16.9 98.8 95 2209 06-16-86 230.0 113.0 14.2 102.1 90 2210 . 06-16-86 222.0 104.0 16.9 104.2 100 2211 06-16-86 209.0 104.0 14.2 100.0 96 2212 sv 06-16-86 207.0 104.0 17.6 103.0 99 2213 06-16-86 233.0 113.0 14.2 103.1 91 221.4 06-16-86 235.0 113.0 16.9 101.4 90 2215 sv 06-16-86 188.0 110.0 14.2 101.7 92 2216 sv 06-16-86 190.0 110.0 13.0 102.7 93 2217 sv 06-17-86 192.0 110.0 13.6 103.8 94 2218 sv 06-17-86 195.0 110.0 , 12.3 103.6 94 2219 06-17-86 121.0 112.5 13.0 100.8 90 2220 sv 06-17-86 215.0 117.0 14.9 105.2 . 90 2221 sv 06-17-86 214.0 . 117.0 14.9 106.9 . 91 2222 sv 06-17-86 223.0 . 113.0 13.6 106.0 94 2223 sv 06-17-86 222.5 113.0 14.2 104.3 92 2224 sv 06717-86 216.0 117.0' 7.5 107.8 92 2225 sv 06-17-86 214.0 117.0 13.6 . 106.6: 91- 2226 sv 06-17-86 215.0' 115.5 14.2 108.8 94. , 2227 sv 06-17-86 213.0 116.0 13.0 ' 105.2 91 2228 sv 06-17-86 194.0 113.0 13.0 , 105.1 93 2229 sv 06-17-86 196.0 113.0 13.6 105.5 93 2230 06-17-86 216.0 113.5 12.3 107.7 95 Job No. 285-256 - February 25, 1987 A-64 Table II (Continued) Test Test Test Maximum Moisture Dry Relative Number Date Elev. Density Content Density Compaction (ft) (pcf) (%) (pcf) (%) 2231 06-17-86 214.0 113.5 11.7 107.7 95 2232 sv 06-17-86 213.0 113.0 14.2 105.7 94 2233 sv 06-17-86 220.0 116.5 13.0 104.8 90 2234 06-17-86 216.0 113.0 16.2 102.5 91 2235 06-17-86 215.0 113.0 13.0 104.2 92 2236 sv 06-18-86 217.0 113.0 16.2 108.3 96 2237 sv 06-18-86 217.0 113.0 15.6 108.1 96 2238 06-18-86 202.0 113.0 16.9 101.2 90 2239 sv 06-18-86 224.5 113.0 15.6 107.8 95 2240 sv 06-18-86 209.0 113.0 16.2 106.9 95 2241 sv 06-18-86 220.0 113.5 14.9 104.6 92 2242 sv 06-18-86 219.0 112.5 14.2 107.0 95 2243 06-18-86 222.0 115.5 16.2 105.6 91 2244 06-18-86 225.0 117.0 14.9 107.4 92 2245 06-18-86 224.0 115.5 13.6 109.8 95 2246 sv 06-18-86 217.0 117.0 16.2 107.3 92 2247 sv 06-18-86 218.0 116.0 14.2 109.9 95 2248 sv 06-18-86 194.0 113.5 12.3 108.4 96 2249 sv 06-18-86 195.0 113.5 13.6 106.7 94 2250 06-18-86 140.5 104.0 14.9 101.4 98 2251 sv 06-18-86 217.0 113.5 11.7 106.6 94 2252 sv 06-18-86 196.0 113.5 16.2 105.0 93 2253 sv 06-18-86 195.0 113.5 13.0 102.6 90 2254 sv 06-19-86 198.0 113.5 13.6 103.9 92 2255 sv 06-19-86 222.0 117.0 14.2 110.8 95 2256 sv 06-19-86 220.0 117.0 13.6 110.3 94 2257 06-19-86 219.0 117.0 15.6 105.0 90 2258 sv 06-19-86 218.0 114.0 11.7 110.0 96 2259 sv 06-19-86 220.0 117.0 13.6 110.9 95 2260 06-19-86 204.0 117.0 16.9 105.4 90 2261 sv 06-19-86 201.0 110.0 18.3 109.6 100 2262 sv 06-19-86 206.0 117.0 14.2 110.8 95 2263 06-19-86 142.0 104.0 15.6 99.4 96 2264 06-19-86 144.0 104.0 19.7 97.9 94 2265 06-19-86 146.0 104.0 20.5 101.9 98 Job No. 285-256 - February 25, 1987 A-65 I I Table II (Continued) I Test Test Test Maximum Moisture Dry Relative Number Date Elev. Density Content Density Compaction (ft) (pcf) (%) (pcf) (%) 2266 sv 06-19-86 147.0 .104.0 18.3 100.5 97 2267 sv 06-19-86 148.0 104.0 19.7 102.3 98 I 2268 sv 06-19-86 149.0 113.0 16.2 106.0 94 2269 sv 06-19-86 150.0 104.0 20.5 100.3 96 I 2270 sv 06-19-86 150.0 113.0 14.9 107.4 95 2271 sv 06-20-86 152.0 106.0 14.9 106.5 100 2272 sv 06-20-86 153.5 106.0 17.6 104.8 99 I 2273 sv 06-20-86 156.0 113.0 14.9 106.4 94 2274 sv 06-20-86 157.0 113.0 13.6 105.1 93. 2275 06-20-86 152.0 113.0 13.6 105.1 93 2276 06-20-86 214.0 104.0 14.9 98.3 95 2277 1 06-20-86 210.0 112.5 15.6 105.8 94 2278 sv 06-20-86 224.0 104.0 18.3 101.0 97 I 2279 sv 06-20-86 ' 223.0 ' 113.0 13.0 109.5 97 2280 06-20-86 221.0 112.5 13.0 102.6 91 2281 sv 06-20-86 155.0 . 113.0 13.6., . 108.4 96 I 2282 sv 06-20-86 157.5 113.0 13.6' 109.0 96 2283 sv 06-20-86 158.0 113..0 14.2 107.1 95 -. 2284 2285 sv sv 06-20-86 06-23-86 158.5 159.0 113.0 113.0 13.0 . 13.6 106.2 107.6 94 95 2286 sv 06-23-86 159.0 . 113.0 ' 13.0 107.8 95 2287 sv 06-23-86 160.0 113.0 14.2 109.0 96 I 2288 sv 06-23-86 143.0 , 113.0 14.2 109.1 , 97 2289 sv 06-23-86 144.0 ' 113.0. 12.3 108.8 96 I 2290 5v06-23-86 143.5 113.0 '13.0 108..7 96 2291 06-23-86 133.0 113.0 13.6 101.7 90 2292 sv 06-23-86 135.0 ' 115.5 12.3 .109.7 95 1 2293 ' 06-23-86 136.0 113.0 12.3 . 102.5 91 2294' sv 06-23-86 146.0 113.0 .13.6 111.5 99 2295 sv 06-23-86 147.0 ' 113.0 14.2 . 110.3 98 2296 sv 06-23-86 148.0 113.0 12.3 109.3 97 2297 sv 06-23-86 149.0 121.5 11.1 . 116.9 96 I 2298 2299 sv sv 06-23-86 06-23-86 151.0 155.0 121.5 121.5 . 10.4 11.7 115.2 110.8 95 91 2300 sv 06-23-86 153.0 121.5 12.6 116.3 96 I Job No. 285-256 - February 25, 1987 A-66 Table II (Continued) Test Test Test Maximum Moisture Dry Relative Number Date Elev. Density Content Density Compaction (ft) (pcf) (%) (pcf) (%) 2301 sv 06-23-86 156.0 121.5 10.4 115.1 95 2302 sv 06-24-86 158.0 113.0 11.7 105.6 93 2303 sv 06-24-86 158.5 113.0 . 12.3 103.8 92 2304 sv 06-24-86 160.0 113.0 14.2 108.7 96 2305 sv 06-24-86 161.0 113.0 13.6 .110.5 98 2306 sv 06-24-86 213.5 112.5 13.0 104.4 93 2307 06-24-86 215.0 113.5 14.2 106.8 94 2308 sv 06-24-86 212.0 113.5 13.0 108.1 95 2309 06-24-86 197.0 112.5 16.2 102.5 91 2310 06-24-86 - 210.0 115.5 15.6 104.3 90 2311 06-24-86 215.0 112.5 14.9 104.1 93 2312 06-24-86. 223.0. 116.0 . 14.9 ' 104.8 ' 90. 2313 sv 06-24-86 207.0 114.5 12.3 105.4 92 2314 sv 06-24-86 208.0 113.5 14.2 104.5 92 2315 sv 06-24-86 208.5 113.5 13.6 108.19 96 2316 sv 06-24-86 214.0 113.5 14.2 111.1 98 2317 06-25-86 212.0 112.5 14.9 101.8 90 2318 ' 06-25-86 216.0 104.0 18.3 100.7 97 2319 sv 06-25-86 213.5 110.0 11.7 106.5 97 2320 sv 06-25-86 216.0 110.0 ' 12.3 106.2 97 2321 06-25-86 239.0 ' 106.0 17.6 96.2 ' 91 2322 06-25-86 243.0 106.0 16.9 98.8 . 93 2323 . 06-25-86 240.0 114.5 13.6 104.4 91 2324 06-25-86 242.0 106.0 17.6 98.3 93 2325 sv 06-25-86 217.0 110.0 14.9 109.4 99 2326 sv 06-25-86 212.0 110.0 . 10.4 108.4 99 2327 sv 06-25-86 214.0 110.0 12.3 104.5 95 2328 sv 06-25-86 153.5 112.5 16.9 ' 105.4 . 94 2329 sv 06-25-86 155.0 112.5 16.2 106.7 95 2330 sv 06-25-86, 154.0 112.5 17.6 103.3 ' 92 2331 sv 06-26-86 157.0 112.5 19.0 104.1 93 2332 sv 06-26-86 156.0 112.5 18.3 103.7 92 2333 06-26-86 217.0 113.0 14.2 103.3 91 2334 06-26-86 217.0 113.0 13.0 103.3 91 2335 sv 06-26-86 158.0 112.5 19.7 104.6 93 Job No. 285-256 - February 25, 1987 . 'A-67 Test Test Test Maximum Number Date Elev. Density (ft) (pcf) 2336 sv 06-26-86 157.5 112.5 2337 sv 06-26-86 158.5 112.5 2338 06-26-86 214.0 114.5 2339 06-26-86 213.0 113.5 2340 sv 06-27-86 159.0 104.0 2341 sv 06-27-86 162.0 113.0 2342 sv 06-27-86 160.0 110.0 2343 sv 06-27-86 163.0 113.0 2344 sv 06-27-86 162.0 113.5 2345 sv 06-27-86 198.0 104.0 2346 sv 06-27-86 200.0 104.0 2347 sv 06-27-86 163.0 113.5 2348 sv 06-27-86 164.0 113.5 2349 sv 06-27-86 164.0 113.5 2350 sv 06-27-86 170.0 113.5 2351 sv 06-30-86 166.0 110.5 2352 sv 06-30-86 164.0 113.5 2353 sv 06-30-86 161.0 113.5 2354 sv 06-30-86 158.0 113.5 2355 06-30-86 212.0 112.5 2356 06-30-86 198.0 106.0 2357 sv 06-30-86 170.0 113.5 2358 sv 06-30-86 167.0 114.5 2359 06-30-86 116.0 115.5 2360 06-30-86 119.0 115.5 2361 sv 06-30-86 120.5 114.5 2362 sv 06-30-86 121.0 113.0 2363 sv 06-30-86 122.5 113.5 2364 sv 07-01-86 123.0 110.0 2365 sv 07-01-86 122.0 110.0 2366 sv 07-01-86 155.0 110.0 2367 sv 07-01-86 158.0 112.5 2368 sv 07-01-86 157.0 110.0 2369 07-01-86 120.0 114.5 2370 07-01-86 120.0 114.5 Moisture Dry Relative Content Density' Compaction (%) (pcf) (%) 15.6 108.8 97 16.2 105.0 93 13.6 106.7 93 13.0 105.6 93 18.3 100.0 96 12.3 106.1 94 13.6 106.2 97 11.1 104.6 93 14.2 104.3 92 19.0 102.8 99 19.0 99.1 95 13.6 105.9 93 13.0 105.3 93 12.3 108.7 96 14.2 106.3 94 13.6 103.0 93 10.4 105.4 93 14.2 106.6 94 13.0 106.2 94 14.2 1.05.0 93 12.3 101.5 96 13.6 104.0 92 13.6 102.9 90 17.6 104.7 91 16.2 104.4 90 16.9 102.7 90 9.8 109.2 97 10.4 106.6 94 10.4 106.6 97 14.2 107.1 97 13.3 103 . 4 13 .6 103.6 11.7 102.5 100.7 103.6 13 .6 14. 2 94 92 93 88 ckby2370 90 Table II (Continued) Job No. 285-256 - February 25, 1987 A-68 I I Table II (Continued) Test Test. Test Maximum Moisture Dry Relative I Number Date Elev. Density Content Density Compaction (ft) (pcf) (%) (pcf) (%) 2371 07-01-86 . 191.0 112.5 13.0 100.8 90 2372 sv 07-01-86. 157.0 110.0 14.9 106.6 97 2373 07-01-86 200.0 110.5 13.6 94.3 85 ckby2374 2374 07-01-86 200.0 110.5 14.2 93.3 84 ckb.y2396 2375 07-02-86 216.0 112.5 16.2 108.8 97 2376 sv 07-02-86 146.5. 114.5 12.3 107.7 94 2377 sv 07-02-86 150.0 115.5 16.9 111.3 96 2378 sv 07-02-86 155.0 110.0 14.9 105.2, 96 2379 sv 07-03-86 158.0 110.0 14.9 109.0 99 2380 sv 07-03-86 160.0 110.0 . 17.6 103.8 94 2381 07-03-86 189.0 110.0 10.4' 103.4 ' 94 2382 . 07-03-86 184.0 110.0 13.0 101.9 93 2383 2384 sv sv 07-03-86 07-03-86 162.0 161.0 113.0 113.0 12.3 14.2 ' 108.2 109.8 96 97 2385 sv 07-03-86 16,3.0 113.0 13.6 107.2 95 2386 07-03-86 210.0 113.0 13.6 104.9 . 93 2387 0.7-03-86 215.0 114.5 14.9 106.0 93 2388 07-03-86 212.0 113.0 13.0 104.7 93 2389 sv 07-03-86 162.0 114.5 14.9 108.7 95 2390 sv 07-07-86 162.0 106.0 17.6 100.6 95 2391 sv 07-07-86 159.0 106.0 18.3 102.4 97 2392 sv 07-07-86 158.5 110.0 16.9 100.3 91 2393 sv 07-07-86 154.0 110.0 16.2 101.3 92 2394 sv 07-07-86 178.5 106.0 17.6 99.4 94 2395 sv 07-07-86 180.0 106.0 17.6 99.9 94 2396" 07-07-86 200.0 106.0 13.6 95.6 90 2397 07-07-86 190.0 ' 106.0 12.3 96.1 91 2398 07-07-86 186.0 114.5 14.2 103.1 ' 90 2399 07-07-86 195.0 110.0 11.7 99.5 90 2400 07-07-86 193.0 110.0 14.2 100.3 91 2401 07-08-86 196.0 110.0 13.6 104.5 95 2402 07-08-86 192.0 110.0 14.2 101.7 92 2403 07-08-86 194.0 110.0 11.1 '101.5 92 , 2404 sv 07-08-86 162.0 113.0 12.3 107.0 95 2405 sv 07-08-86 163.0 113.0 13.6 106.3 ' 94 Job No. 285-256 - February 25, 1987 A-69 I CARLSBAD AIRPORT -- ' CENTRE 1960 Camino Vida Roble Carlsbad. CA 92008 (619)931-0245 October 14, 1987 City of Carlsbad 2075 Las Palmas Drive Carlsbad, CA 92009 Attn: Mr. Walter Brown Re: Carlsbad Airport Centre Erosion Control Plan Gentlemen: We hereby submit for your approval our revised "erosion control" plan for Unit 1 and the adjoining areas of Unit 2 and 3. We also have included our proposed seed mix design for erosion-control purposes. The revisions were made from your check print received last week and should meet with your approval. We request your prompt review and response in order that we proceed with the effort before the rainy season is here. Please contact me as soon as' possible to review any' questions or comments. Very truly yours, CENTRE DEVELOPMENT fl-Wq Frank A. 'Wagner Project Manager FAW : akn end cc: L,ige4&i1 A C. Wickham (City) Project ' 01 Centre Development Table II (Continued) Test Test Test. Maximum Moisture Dry Relative Number Date Elev. Density Content Density Compaction (ft) (pcf) (%) ., (pcf) (%) 2406 sv 07-08-86 164.0 113.0 14.2 104.6 93 2407 sv 07-09-86 160.0 113.0 11.1 103.9 92 2408 sv 07-09-86 162.0 113.0 14.2 109.7 97 2409 sv 07-09-86 164.0 113.0 13.0 105.0 93 2410 sv .07-09-86 161.0 113.0 . 12.3 . 106.1 94 241.1 sv 07-10-86 201.0 113.0 13.6 108.7 96 2412 07-10-86 158.0 110.0 12.3 100.8 92 2413 07-10-86 150.0 106.0 13.6 96.4 91 2414 07-10-86 156.0 113.0 14.2 103.6 92 2415 sv 07-10-86 161.0 113.0 13.0 104.7 93 2416 sv 07-10-86 163.0 112.5 13.6 106.3 . 94 2417 sv 07-10-86 162.0 113.0 12.3 109.1 97 2418 07-10-86 160.0 110.5 11.7 100.2 91 2419 07-10-86 165.0 113.0 12.3 102.5 91 2420 sv 07-10-86 213.0 113.0 14.2 105.4 93 2421 sv 07-11-86 177.0 114.5 14.9 103.7 91 2422 sv 07-11-86 . 176.5 113.0 13.6 104.9 93 2423 07-04-86 178.0 .113.0 14.2 107.0 95 2424 07-04-86 185.0 113.0 13.0 104.3 92 2425 sv 07-04-86 186.0 113.0 14.2 104.7 93 2426 07-04-86 173.0 112.5 14.9 102.0 91 2427 07-04-86 177.0 110.5 12.3 99.3 90 2428 sv 07-16-86 214.0 . 113.0 16.2 . 104.7 93 2429 sv 07-16-86 214.5 113.0 14.2 109.7 97 2430 07-16-86 197.0 110.5 . 11.1 95.4 86 ckby2433 2431 sv 07-16-86 184.0 . 115.5 15.6. 111.9 97 2432 sv 07-16-86 185.0 115.5 12.3 104.9 91 2433 07-16-86 197.0 110.5 12.3 102.2 92 2434 sv 07-16-86 187.0 115.5 17.6 106.0 92 2435 sv 07-17-86 189.0 ., 115.5 19.0 105.5 91 2436 07-17-86 213.0 104.0 19.7 97.9 94 2437 07-17-86 215.0 . 113.0 13.6 105.4 . 93 2438 07-17-86 209.0 113.0 15.6 105.0 93 2439 07-17-86 194.0 110.5 12.3 103.3 93 2440 07-17-86 195.0 113.0 .13.0 102.1 90 Job No.. 285-256 - February 25, 1987 A-70 Table II (Continued) Test Test Test Maximum Moisture Dry Relative Number Date Elev. Density Content Density. Compaction (ft) (pcf) (%) (pcf) (%) 2441 07-18-86 215.0 117.0 14.2 106.6 91 2442 07-18-86 224.0 112..5 13.6 107.7 96 2443 sv 07-18-86 218.0 122.5 13.0 110.0 90 2444 sv 07-18-86 219.0 122.5 12.3 111.4 91 2445 sv 07-18-86 225.0 116.5 14.2 111.3 96 2446 sv 07-21-86 162.0 115.5 16.2 107.6 93 2447 sv 07-21-86 163.0 116.5 16.2 111.1 95 2448 07-21-86 142.0 112.5 14.9 103.5 92 2449 07-21-86 159.0 112.5 16.2 101.3 90 2450 07-21-86 143.0 112.5 16.2 101.3 90 2451 07-21-86 137.0 113.0 12.3 103.4 92 2452 07-21-86 126.0 112.5 12.3 101.1 90 2453 07-21-86 130.0 112.5 13.6 103.1 92 2454 07-22-86 165.5 114.5 16.2 104.6 91 2455 sv 07-22-86 162.0 113.0 14.2 110.3 98 2456 sv 07-22-86 163.0 113.0 13.0 112.0 . 99 2457 07-22-86 217.0 122.5 14.9 112.4 .92 2458 07-22-86 217.0 122.5 12.3 113.9 93 2459 07-22-86 175.0 110.0 11.7 102.0 93 2460 07-22-86 168.0 110.0 13.0 99.1 90 2461 . 07-22-86 173.0 110.0 13.6 101.7 92 2462 sv 07-23-86 218.0 122.5 12.3 116.0 95 2463 sv 07-23-86 219.0 114.5 14.9 108.2 94 2464 07-23-86 220.0 114.5 15.6 106.0 93 2465 07-23-86 218.0 114.5 14.2 106.3 . 93 2466 sv 07-24-86 218.0 116.5 13-6 108.8 93 2467 sv 07-24-86 219.5 113.0 13.0 111.9 99 2468 sv 07-25-86 221.0 115.5 14.2 109.0 94 2469 sv 07-25-86 223.0 113.0 13.6 107.2 95 2470 sv 07-25-86 244.0 113.0 14.2 107.8 95 2471 07-25-86 236.0 112.5 15.6 103.4 92 2472 07-28-86 222.0 116.0 14.9 111.4 . 96 2473 sv 07-28-86 224.0 116.0 15.6 109.3 94 2474 sv 07-28-86 224.0 114.5 1.4.2 105.0 92 2475 07-28-86 240.0 112.5 14.2 102.6 91 Job No. 285-256 - February 25, 1987 A-71 Table II (Continued) Test Test Test Maximum Moisture Dry Relative Number Date Elev. Density Content Density Compaction (ft) (pcf) (%) (pcf) (%) 2476 07-29-86 218.0 114.0 13.6 107.9 95 2477 07-29-86 225.0. 113.0 13.0 108.3 96 2478 sv 07-29-86 225.5 114.0 13.6 110.8 97 2479 sv 07-29-86 226.0 117.0 14.2 108.0 92 2480 07-29-86 159.0 112.5 14.2 100.7 90 2481 07-29-86 156.0 112.5 10.4 102.7 91 2482 07-29-86 161.0 112.5 13.0 103.5 92 2483 sv 07-30-86 221.0 113.0 13.6 109.1 97 2484 sv 07-31-86 224.0 116.0 14.9 110.7 95 2485 08-01-86 177.0 112.5 13.6 107.4 95 2486 08-01-86 171.0 112.5 . 12.3 105.2 94 2487 08-01-86 182.0 112.5 13.6 102.6 91 2488 08-04-86 218.0 110.0 12.3 103.4 94 2489 08-04-86 127.0 110.0 13.6 103.1 94 2490 08-04-86 111.0 110.0 14.2 99.6 91 2491 sv 08-06-86 166.0 104.0 20.5 . 102.2 98 2492 08-06-86 168.0 101.0 19.7 94.0 93 2493 . 08-06-86 170.0 101.0 16.2 95.3 94 2494 sv 08-06-86 169.0 104.0 20.5 98.9 95 2495 sv 08-06-86 170.5 104.0 19.0 100.1 96 2496 08-07-86 172.0 . 101.0 23.0 97.0 96 2497 08-07-86 173.0 101.0 24.2 96.7 96 2498 08-07-86 170.0 104.0 19.7 99.2 95 2499 sv 08-07-86 172.0 106.0 15.6 103.8 98 2500 sv 08-07-86 171.5 106.9 16.2 101.7 96 2501 08-08-86 177.0 106.0 14.9 99.2 94 2502 sv 08-08-86 172.0 113.0 14.9 106.1 94 2503 sv 08-08-86 176.0 106.0 16.2 100.5 95 2504 08-08-86 170.0 112.5 19.0 101.5 90 2505 08-08-86 173.0 112.5 15.6 103.8 92 2506 08-08-86 158.0 113.0 11.1 109.6 97 2507 08-08-86 147.0 116.5 10.4 109.2 94 2508 08-08-86 157.0 112.5 14.9 103.7 92 2509 10-09-86 211.0 113.5 19.0 105.2 93 2510 10-09-86 213.0 111.8 14.0 106.3 95 Job No. 285-256 - February 25, 1987 . A-72 Table II (Continued) Test Test Test Maximum Moisture Dry Relative Number Date Elev. Density Content Density Compaction (ft) (pcf) (%) (pcf) (%) 2511 10-09-86 217.0 117.5 11.0 108.4 92 2512 10-09-86 218.0 114.5 10.4 102.5 90 2513 10-09-86 218.0 117.5 11.0 107.8 92 2514 10-09-86 217.0 117.5 11.0 114.1 97 2515 10-09-86 216.0 117.5 13.6 108.0 92 2516 10-09-86 218.0 106.0 20.4 99.8 94 2517 10-09-86 219.0 110.0 17.0 101.8 93 2518 10-09786 222.0 116.0 14.9 108.6 94 2519 10-09-86 224.0 111.8 14.2 111.2 99 2520 10-09-86 225.0 111.8 14.0 107.0 96 2521 10-13-86 221.0 111.8 14.2 105.6 94 2522 10-13-86 223.0 111.8 14.6 105.4 94 2523 10-13-86 223.0 111.8 14.6 107.2 96 2524 10-13-86 225.0 111.8 15.6 104.8 94 2525 10-13-86 227.0 111.8 14.9 106.0 95 2526 10-13-86 174.0 116.5 14.9 109.3 94 2527 10-13-86 175.0 116.5 15.3 109.7 94 2528 10-13-86 173.5 116.5 14.6 110.5 95 2529 10-13-86 175.0 116.5 15.0 109.9 94 2530 10-14-86 174.0 116.5 15.6 109.9 94 2531 10-14-86 175.0 116.5 17.6 107.6 92 2532 10-14-86 177.0 111.8 15.0 110.7 99 2533 10-14-86 176.0 111.8 16.2 109.6 98 2534 10-14-86 175.5 116.5 14.9 111.0 95 2535 10-14-86 176.0 111.8 15.6 108.4 97 2536 10-14-86 177.0 111.8 15.2 108.1 97 2537 10-14-86 177.5 113.0 20.0 102.9 91 2538 sv 10-14-86 178.0 113.0 19.0 105.9 94 2539 sv 10-14-86 177.0 113.0 19.6 102.3 91 2540 sv 10-14-86 177.5 113.0 18.6 104.9 93 2541 sv 10-14-86 178.0 113.0 18.0 103.6 92 2542 sv 10-14-86 176.0 113.0 17.0 101.8 90 2543 sv 10-14-86 177.0 111.8 15.0 108.6 97 2544 10-15-86 138.0 113.0 14.9 106.9 95 2545 10-15-86 139.0 113.0 14.6 104.7 93 Job No. 285-256 - February 25, 1987 A-73 Table II (Continued) Test Test Test Maximum Moisture Dry Relative Number Date Elev. Density Content Density Compaction (ft) (pcf) (%) (pcf) (%) 2546 . 10-1.5-86 140.0 113.0 14.2 104.1 92 2547 10-15-86 226.0 110.5 14.9 108.9 99 2548 10-15-86 227.0 110.5 14.0 107.0 97 2549 10-15-86 226.0 110.5 14.0 106.0 96 2550 10-15-86 225.0 110.5 13.6 105.3 95 2551 10-15-86 222.0 112.5 15.6 106.2 94 2552 10-15-86 223.0 110.5 13.6 104.1 94 2553 10-15-86 221.0 112.5 16.3 104.7 . 93 2554 10-15-86 222.0 110.5 13.0 102.6 93 2555 10-15-86 228.0 110.5 15.2 100.0 90 2556 10-15-86 231.0 110.5 14.9 102.8 93 2557 10-15-86 231.0 112.5 16.9 102.9 91 2558 10-15-86 228.0 110.5 15.6 103.1 93 2559 10-15-86 225.0 110.5 14.2 102.4 93 2560 10-15-86 226.0 110.5 14.6 102.7 93 2561 10-15-86 223.0 110.5 13.5 101.3 . 92 2562 10-15-86 222.5 110.5 14.0 101.6 92 2563 10-15-86 223.0 110.5 14.9 100.9 91 2564 10-157-86 223.5 110.5 14.0 100.6 91 2565 10-15-86 215.0 113.5 13.0 104.7 92 2566 10-15-86 214.5 113.5 12.9 104.3 92 2567 10-16-86 216.0 112.5 19.6 102.6 91 2568 10-16-86 218.0 112.5 20.0 103.1 92 2569 sv 10-16-86 228.0 110.5 14.1 103.3 93 2570 sv 10-16-86 234.0 . 110.5 13.6 106.0 96 2571 10-16-86 232.5 110.5 13.0 100.5 91 2572 10-16-86 230.0 110.5 14.9 102.3 93 2573 10-16-86 222.2 110.5 15.0 103.0 93 2574 10-16-86 222.5 110.5 15.3 101.5 92 2575 10-16-86 222.0 112.5 15.6 108.3 96 2576 10-16-86 220.0 112.5 16.2 107.4 95 2577 10-16-86 215.0 112.5 16.9 106.5 95 2578 10-16-86 223.0 112.5 15.6 107.6 96 2579 10-16-86 223.0 113.0 14.6 107.5 95 2580 10-16-86 218.0 113.0. 14.9 107.1 95 Job No. 285-256 - February 25, 1987. A-74 Table II (Continued) Test Test Test Maximum Moisture Dry Relative Number Date Elev. Density. Content Density Compaction (ft). (pcf) (%) (pcf) (%) 2581 10-16-86 217.0 113.0 14.9 107.9 95 2582 10-16-86 219.0 113.0 15.3 108.7 96 2583 10-16-86 223.0 113.0 19.6 109.0 . 96 2584 10-16-86 225.0 113.0 15.0 107.1 95 2585 10-17-86 266.0 113.0 16.2 107.5 95 2586 10-17-86 224.0 113.0 15.3 107.3 95 2587 10-17-86 176.5 112.5 15.4 103.4 92 2588 10-17-86 177.5 112.5 16.3 104.3 93 2589 10-17-86 178.5 112.5 15.6 104.0 92 2590 10-17-86 179.0 112.5 16.2 103.8 92 2591 10-21-86 224.0 113.0 19.6 103.0 91 2592 10-21-86 224.0 113.0 20.0 102.5 91 2593 10-21-86 266.0 113.0 19.1 103.0 91 2594 10-21-86 225.0 113.0 19.0 102.3 .91 2595 10-23-86 170.0 110.5 6.4 106.7 97 2596 10-23-86 167.5 113.0 9.8 . 106.7 94 2597 10-23-86 172.0 113.5 16.2 105.3 .93 2598 10-23-86 173.0 113.5 15.6 105.0 93 2599 10-23-86 176.0 .110.5 12.3 107.0 97 2600 10-23-86 180.0 110.0 . 11.7 106.9 97 2601 10-23-86 177.5 110.0 13.6 103.7 94 2602 10-23-86 181.0 110.0 13.0 102.6 93 2603 10-24-86 183.0 . 113.0 14.9 102.6 91 2604 10-24-86 184.0 116.5 7.5 112.7 97 2605 10-24-86 187.0 113.0 13.0 109.2 . 97 2606 10-24-86 190.0 113.0 12.3 109.5 97 2607 10-24-86 192.0 113.0 12.3 .107.9 95 2608 10-24-86 191.0 113.0 11.1 108.3 96 2609 10-27-86 . 175.0 116.5 12.3 109.7 94 2610 10-27-86 169.0 116.0 17.6 . 105.9 91 2611 10-27-86 171.0 116.0 14.9 109.3 94 2612 10-27-86 171.0 113.0 11.1 108.0 96 2613 10-27-86 179.0 113.0 10.4 107.0 95 2614 10-27-86 181.0 113.0 13.0 105.4 93 2615 10-27-86 183.0 113.0 13.6 106.1 94 Job No. 285-256 - February 25, 1987 . . Table II (Continued) Test Test Test Maximum Moisture Dry Relative Number Date Elev. Density Content Density Compaction (ft) (pcf) (%) (pcf) (%) 2616 10-28-86 185.0 113.0 11.7 109.4 97 2617 10-28-86 187.0 113.0 10.4 109.0 96 2618 10-28-86 178.0 110.0 7.5 107.9 98 2619 10-28-86 181.0 110.0 8.2 108.3 98 2620 10-28-86 183.0 113.0 10.4 109.2 97 2621 10-28-86 185.0 110.0 9.8 104.9 95 2622 10-28-86 181.5 113.0 12.3 102.9 91 2623 10-28-86 186.0 113.0 12.3 106.3 94 2624 10-28-86 185.0 113.0 13.0 104.4 92 2625 10-28-86 184.0 110.0 12.3 108.1 98 2626 10-28-86 186.0 110.0 12.3 108.6 99 2627 10-28-86 190.0 110.0 14.9 107.0 97 2628 10-28-86. 193.0 110.0 . 9.8 108.3 98 2629 10-29-86 195.0 110.0 13.0 106.2 97 2630 10-29-86 191.0 110.0 13.6 106.1 96 2631 10-29-86 187.0 113.0 7.5 109.6 97 2632 10-29-86 189.0 110.0 16.2 108.7 99 2633 10-29-86 192.0 113.0 13.6 107.7 95 2634 10-30-86 195.0 113.0 13.6 110.9 98 2635 10-30-86 192.0 115.5 13.6 108.4 94 2636 10-30-86 194.0 113.0 14.2 106.4 94 2637 10-30-86 196.0 113.0 16.2 106.2 94 2638 10-30-86 197.0 113.0 16.9 106.0 94 2639 . 11-03-86 193.0 115.5 11.1 107.6 93 2640 11-03-86 195.0 .113.0 15.6 103.9 92 2641 11-03-86 198.0 112.5 14.9 103.0 92 2642 11-03-86 197.0 112.5 14.2 102.9 91 2643 11-04-86 197.0 104.0 18.3 97.5 94 2644 11-04-86 189.0 113.0 11.1 106.4 94 2645 11-04-86 195.0 116.5 14.2 108.4 93 2646 .11-04-86 162.5 113.0 14.9 106.1 94 2647 11-04-86 164.0 113.0 16.9 105.2 93 2648 11-05-86 176.0 114.0 12.3 105.7 93 2649 11-05-86 176.5 115.5 13.0 106.2 92 2650 11-12-86 140.0 110.5 12.3 107.0 97 Job No. 285-256 - February 25, 1987 A-76 I I I I I I I. I I I' I' I I I I. I' I I I Table II (Continued) Test Test Test Maximum Moisture Dry Relative Number Date Elev. Density Content Density Compaction (ft) (pcf) (%) (pcf) (%) 2651 11-12-86 142.0 113.0 13.0 109.0 96 2652 11-12-86 178.0 104.0 20.5 98.5 95 2653 11-12-86 175.0 113.0 14.2 105.4 93 2654 11-12-86 144.0 104.0 19.7 100.2 96 2655 11-12-86 145.0 112.5 16.2 106.2 94 2656 11-12-86 147.0 112.5 16.9 102.8 91 2657 11-13-86 148.0 112.5 13.0 105.8 94 2658 11-13-86 190.0 113.0 13.0 104.9 93 2659 11-13-86 192.0 113.0 10.4 106.8 95 2660 11-13-86 185.0 113.0 11.1 105.6 93 2661 11-13-86 183.0 110.0 12.3 100.4 91 2662 11-13-86 174.0 113.0 12.3 104.1 92 2663 11-13-86 194.0 113.0 13.6 104.9 93 2664 11-13-86 185.0 110.0 11.7 107.2 97 2665 11-14-86 230.0 112.5 15.6 106.5 95 2666 11-14-86 228.0' 112.5 14.2 105.4 94 2667 11-14-86 227.0 112.5 13.6 108.9 97 2668 11-14-86 299.0 112.5 16.9 ' 106.4 95 2669 11-14-86 182.0 113.0 11.1, 108.9 96 2670 11-14-86 195.0 112.5 11.7 110.3 98 2671 11-17-86 170.0 113.0 14.2 106.8 95 2672 11-17-86 171.0 112.5 13.6 106.5 95 (ck by 12)' - signifies that this failing test area was reworked, recompacted, and retested by test number 12 flu' - indicates that this test is nuclear test sv - indicates that this test is a sand volume test Job No. 285-256 - February 25, 1987 A-77 / LI I I: I 1 I H ' i I I ,0 I 1• APPENDIX -B- TABLE III Test Initial Moisture Initial Dry Expansion No. Location Content Density Percent Index (percent) (pcf) 1 Lot 2 13.5 98.9 7.3 73 2 Lot 3 12.6 99.9 5.3 53 3 Lot 2 12.9 98.8 2.7 27 4 Lot 2 13.4 97.2 9.0 90 5 Lot 3 12..7 101.1 1.9 19 6 North of Lot 3 13.1 98.0 6.2 62 7 Owens Avenue 16.3 88.5 14.6 146 8 Lot 1 13.3 98.8 0.3 3 9 Lot 1 12.5 100.1 8.5 85 9A, Lot 1 16.3 89.7 2.4 24 10 Lot 1 14.4 94.7 9.0 90 10A Lot 1 11.5 103.2 8.0 80 11 Lot 2 13.4 98.1 0.7 7 12 Lot 2 11.5 103.9 4.8 48 13 Lot 4 16.1 90.5 4.5 45 14 Lot 4 14.0 96.0 6.2 62 15 Lot 4 13.9 95.8 8.1 81 16 Lot 3 14.0 95.8 7.9 79 17 Lot 3 14.0 95.8 8.8 88 18 Lot 6 10.0 109.9 6.1 61 19 Lot 6 13.5 97.2 7.5 75 Job No. 285-256 - February 25, 1987 B-i TABLE III (cont'd) Test Initial Moisture Initial Dry Expansion No. Location Content Density Percent Index (percent) (pcf) 20 Lot 5 16.0 90.4 5.1 51 21 Lot 5 11.4 105.0 6.6 66 22 Lot 18 9.5 111.2 6.6 66 23 Lot 19 11.5 103.2 6.4 64 24 Lot 23 9.5 111.0 5.4 54 25 Lot 23 9.2 112.1 1.7 17 26 Lot 22 11.3 104.2 0.6 6 27 Lot 22 11.0 105.2 4.8 48 28 Lot 22 12.0 101.7 3.4 34 29 Lot 24 11.3 105.4 4.0 40 30 Lot 24 16.0 89.8 3.6 36 31 Lot 24 10.0 109.6 4.0 40 32 Lot 25 10.0 109.3 2.7 27 33 Lot 25 11.3 105.3 5.9 59 34 Lot 20 15.6 91.0 10.9 109 35 Lot 20 11.5 103.0 1.3 13 36 Lot 19 13.3 98.0 7.5 75 37 Lot 19 15.5 91.7 14.4 144 38 Lot 20 12.0 102.7 10.4 104 39 Lot 21 11.5 103.0 2.0 20 Job No. 285-256 - February 25, 1987 B-2. TABLE III (cont'd) Test Initial Moisture Initial Dry Expansion No. Location Content Density Percent Index (percent) (pcf) 40 Lot 8 12.0 23.1 3.5 35 41 Lot 8 9.6 110.3 1.0 10 42 Lot 7 10.5 107.6 1.2 12 43 Lot 7 10.0 109.0 0.1 1 44 Lot 10 14.2 95.6 5.8 58 45 Lot 10 14.7 94.5 7.9 79 46 Lot 15 9.2 112.7 1.1 11 47 Lot 11 17.3 87.4 6.1 61 Job No. 285-256 - February 25, 1987 B-3 / - - - - - - - - - - - - - - - - - / M4C//L/AIE! OMAIL- M4TCHL///E ff I - - - -. - I_ •. - - - II - - - - - - - - - - /7 I I.! I I ¼ s_.S_•.• -'" / •_/- .4 U /a .4 .4 'R .4 _r \4 .4 t • \IVA- 3 4.•. .4. .4 • '.4 .4 : Op ;!is IS -.4- -.4- - .4- - - - - - •- — — — — — — - - - - - - - - - - - - - - - -. - - - r Nn (i7 I I I - AV v 04 777j qt --- - -- -.-- - - _ - -_- -