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HomeMy WebLinkAboutParcel Map 21383 GeotechnicalMassGradingreport#1(Aug.1,1991) ~ e e -a._.... S h f O. Associates c ae er Ixon oW RECEIVED FEB 26 1996 HERRON + RlIMANSOFF Architects, Inc. GEOTECHNICAL MASS GRADING REPORT NO.1 Parcel Map No. 21383 (Core 1, Phase I) Temecula, California August 1, 1991 Prepared For: JOHNSON ALLEN DEV~LOPMENT CORPORATION 27450 Ynez Road, Suite 200 Temecula, California 92390 By: SCHAEFER DIXON ASSOCIATES, INC. 1940 Orange Tree Lane Redlands, California 92374 (714) 793-2691 J.N. AT405B En9mee", GeOIO_ Environmental Speciahsts ,ege T.ee Cace Redlanos Ca: ";)rn a 92373 Fa, -j": -92.170-1 714 793.26~1 , Associates Schaefer Dixon AT405B August 1, 1991 Johnson Allen Development Corporation 27450 Ynez Road, Suite 200 Temecula, California 92390 Attention: Mr. Mike L. Kinney Subject: Geotechnical Mass Grading Report No.1 Parcel Map No. 21383 (Core 1, Phase I) Temecula, California Gentlemen: As requested, Schaefer Dixon Associates, Inc. (SDA) presents this geotechnical report of mass grading operations for the easterly area of Parcel Map 21383 in Temecula, California. This report includes the area between lots 15, 92 and 122 and Diaz Road. The map that was used as the basis of our observations and testing is titled "City of Temecula, Rough Grading Plan, Parcel Map 21383," prepared by NBS/Lowry, dated February 23, 1990, at a scale of 1 inch = 100 feet, sheet 3 of 4. Proiect Information References used during grading operations for the subject site are attached. Observations and tests of fill materials were performed on a continuous basis by SDA from November 2, 1990 to January 21, 1991 and from May 13, 1991 to present. Grading operations co=enced with clearing, grubbing and overexcavation of the Phase I lots. Overexcavation depths varied from 3 to 9 feet below existing grade, in accordance with the reco=endations provided in Reference 3. These depths are also noted on the Geotechnical Map, Plate 1, included in this report. Grading of lots 1 through 14 and 93 through 109 was essentially completed on January 21, 1991; the grading of lots 110 through 121 began on May 13, 1991 and was completed on July 29, 1991, with the exception ofthe upper part oflot 110 which will require from 1 to 2 vertical feet of fill to achieve design grade. The material used as fills was observed to consist generally of various combinations of clay, silt and sand, with intermittent gravels. Fill was placed generally in 6- to 8-inch thick lifts, moistened or dried to near optimum conditions, and then compacted. Grading equipment consisted primarily of various scrapers, watertankers, and dozers (occasionally with attached sheepsfoot roller), which were all used to provide compactive effort. The general contractor for the project during grading was American Contracting, Inc. \ Orange Coumy LOS Angeles Inland EmOlle Temecula e e . Associates Schaefer,Dll<<>n i Johnson Allen Development Corporation August 1, 1991 A T405B Although parkways were initially mass graded and properly compacted, subsequent trenching, flooding offire hydrants, etc., has saturated the upper soils in these areas (a 12-foot wide easement measured from the back of curbs). Test Resu Its Field density testing was performed using the Nuclear Density Gauge Method (ASTM D 2922 & 2937), with supplemental tests using the Sand Cone Method (ASTM D 1556) to monitor Nuclear Density Gauge performance. The maximum dry density/optimum moisture content relationships of the various fill materials were performed in accordance with the Modified Proctor Method, ASTM D 1557. Fill soils were compacted to a minimum 90 percent of the maximum dry density (per ASTM D 1557). Areas not meeting this requirement did not receive additional lifts of fill until additional compactive effort and/or moisture condi-' tioning was employed to achieve the minimum relative compaction; re-tests are denoted by the letter "R". Test results are presented on the attached Laboratory Test Results Summary and Field Density Test Results Summary tables. Approximate field density test locations are indicated on the Geotechnical Map, Plate 1. ConcJ usions /Recommendations Based on our observations and test results, it is our opinion that the geotechnical mass grading of the subject area of Parcel Map 21383 was performed in accordance with the project specifications and City ofTemecula requirements. It should be noted that drivewaysubgrades located within parkway areas should be evaluated by SDA prior to the placement of base and/or pavement materials. The recommendations contained in Reference 1 remain valid for preliminary design con- siderations, with the following exceptions: . Based on our observations and laboratory tests, we anticipate that the preliminary bearing capacity in fill is on the order of2000 Ib/ft2 for footings at least 12 inches wide founded a minimum of 18 inches below lowest adjacent grade. Additional bearing capacity may be obtained for increased footing width and for depth to about 3000 Ib/ft2 or higher in areas of cut. . The expansion potential of on-site soils should be evaluated prior to construction; based on visual classifications and laboratory testing, near-surface soils are anticipated to range from very low to possibly medium in expansion potential. Pre-soaking prior to construction may be necessary, -2- 1,.. e e i S ha f Di Associates c e er. xon Johnson Allen Development Corporation August 1, 1991 AT405B These recommendations and those contained in Reference 1 may be used for preliminary design considerations. However, additional and more definitive geotechnical recom- mendations may be needed in order to provide sufficient data for final designs and con- struction. Closur-e The conclusions and opinions presented herein are based on the assumption that grading operations were consistent with observations and tests as reported. No other warranty, express or implied, is made regarding the conclusions and professional advice included in this report. We appreciate this opportunity to be of continued service on this project. If you have any questions regarding this report, please contact the undersigned. Respectfully submitted, SCHAEFER DIXON ASSOCIATES, INC. . , .--<'~' . "/ _:/ ~ . /'.... '... / />, , '--'-.... .. c:-<.."-~~.. .. /,/:>/'-''-~ ----.--.~~/.... ~ William G. Turner, R.C.E. 43740 ,~nMf!;dgi"~' Uf3 ~L .,\ '. , J1ljn J. utelo, C.E.G. 1150 Vrce President/Branch Manager \..~mes J. eaver, G.E. 884 \) Senior Vice President WGT /JJW /JJB:mlf Addressee (4) Enclosures: Plate 1 - Geotechnical Map Summary of Laboratory Testing Summary of Field Density Testing -3- ~ e e S h f 0" Associates c ae er Ixon ; Johnson Allen Development Corporation August 1, 1991 A T405B REFERENCES 1. Schaefer Dixon Associates, Inc., 1989, Report on Geotechnical Investigation, Assess- ment District No. 155. Parcel Map 24085. 24086. 21029, 12382 and 21383, Rancho California. Riverside County. California, dated June 7, Project No. 9R4332C. 2. Schaefer Dixon Associates, Inc., 1990, Geotechnical Review of Grading Plans, Core 1 (Assessment District No. 155). Parcel Map 21383. Temecula. California, dated Feb- ruary 15, Project No. A0405A. 3. Schaefer Dixon Associates, Inc., 1990, Alluvial Removal Recommendations, Core 1 Business Park Project. 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":-00"-'1 ...>d!0 '\ " ., , . _" , ' "'\;, , ':; , ... ^. _ - '1;, .-.-'! ...,...:/" - '~on " "~ '_,', ~ ,~' "'~~, \~~"' ,-.' ~-Ii ~'. ..,0 I' . " _ 'I, ..,. 1'f"; . i .._.-. -I'- ,.:..L i ~' " ~:....' "" ,,' " . ^ V' / ,.-~~>.'-- ':," :'-'\ ' ,,', .~'_--i ~ .. ~ I \ i ~~.. ; " , . I I /. ~, ~ m z o .J> i I '\, J ...' ,! .;.. r.i N 'LINE - SZl""s' ~ ", i'''.0'3' ----.- .--- t '. ~ '''~":) ...' ,- - 2 i SHEET SEE ~, "<.. , '" .:. '~ . ~, '4~ .~ . .Iel ..~.~ ~ ,I I' =-- Cl m o -l ;::m 1>C'l .,,::t: Z n 1:: ''<'. ~<t. f" " '- , (~fl /t .. . .... . - ."r" -, .. ,I ~ 2~ , 5 ~~ "- << ;;9 ~ III ".> 0 " .. ; Ll' ,. < .' J / . . . . ~ , ~ . , . J ., . , '. h s 'I ..~. . ~, , f . (, . , 0 I ~., ~ P ! ~ ~ " o' . . ~~, r"~" 0 'M . . , .~'III 0 .. o~h ; r,~ :~~~ ! t' Il~" I " ~~, ~ ~~, z 0 31 A II to' " .. ~ 'J 'i 9 _ ~L ~ ; , - .. I , " 0 . 0 F> . ,~ . "~ i ~ " I.. ' 811:~' Ii"f' " l U:'~; I . Q / " , " ,,; i ' . i. ,a .. I ' '-' ~ 0 ~ :tl 0 1J C () " )> (j) :j ~ '" I -< ~ () '" Gl 0 " " :tl !: :l> .... l> 0 '" 11 - ;: N Z rtl - ~ () .. 'u '- : lD ''U r \J r l> l> Z ~ ~ Q v ~ I", .~ ~\ I --" ',~;.. .-,...... '00 t;. ~,. -- llr. ~ I . ~ . < o . . .' ." r 1> -l m ~ '" , e e . S L--f D' Associates Clnn:: er.. IXOIi Johnson Allen Corporation August 1, 1991 AT405B LABORATORY TESTING SUMMARY Maximum Uptimum Dry Density Moisture Description (/bII13) (%) Dark olive brown Silty CLAY 113 16.5 Dark brown Sandy Silty CLAY 117.5 13.8 Olive brown Silty Clayey SAND 121 14.0 Dark brown Clayey Silty SAND 126 12.3 Dark olive gray Clayey Silty SAND 1273 9.8 Dark olive brown Silty SAND w /Gravel 131.4 8.1 Dark brown Silty SAND w /Gravel 133.5 8.5 Dark brown Clayey Silty SAND 124.5 12.5 Olive brown Sandy SILT 120.5 11.8 Dark brown Clayey Silty SAND 124.0 12.0 Dark brown Clayey Silty SAND 122.5 14.0 Dark brown Clayey Silty SAND 123.5 12.5 \' \ ~ .' e e w . Associates . Schaefer.O:;:::ui1 Johnson Allen Corporation August 1, 1991 AT405B SUMMARY OF FIELD DENSITY TESTING Design Fill, Fill Test Test Field Mois. Relative Test Depth Depth Depth Elev. Dens. ConI. Compact. Soil No. Location Date (feel) (feel) (feel) (feel) (pc!) (%) (%) . Type N 7918 1 E 8085 11-3-90 11 0 11 1013 101.2 18.2 90.0 113 N7868 2 E 8175 11.3-90 11 2 8 1015 99.7 16.9 88.2 113 N7868 2R E 8175 11-5-90 11 2 8 1015 101.3 14.8 90.0 113 N 7855 3 E8240 11-3-90 12 1 11 1014 101.5 20.0 90.0 113 N 7830 4 E 8175 11-3-90 11 3 8 1016 100.6 18.5 89.0 113 N 7830 4R E 8175 11-5-90 11, 2 9 1016 102.3 15.2 90.5 113 N7Tl5 5 E8285 11-3-90 12 3 9 1016 100.1 18.2 88.6 113 N 7775 5R E8285 11-5-90 12 3 9 1016 103.1 16.3 91.2 113 N7680 6 E 8315 11-5-90 10 1 9 1014 107.2 12.9 91.2 117.5 N 7582 7 E 8590 11-5-90 10 0 10 1014 106.5 13.8 90.6 117.5 N 7674 8 E 8145 11-5-90 11 4 7 1017 109.4 15.2 93.1 117.5 N 7830 9 E 8253 11-5-90 12 4 8 1017 108.6 15.0 92.4 117.5 N 7879 10 E 8135 11-6-90 11 4 8 1017 108.6 14.2 92.4 117.5 N 7654 11 E8430 11-6-90 10 4 6 1016 107.7 13.7 91.7 117.5 N7922 12 E 8120 11-6-90 11 4 7 1018 106.8 15.1 90.9 117.5 N 7619 13 E 8518 11-6-90 10 2 8 1016 110.0 13.6 93.6 117.5 "1 e e .' . S h f D. Associates c ae er u::"n Johnson Allen Corporation August 1, 1991 AT405B SUMMARY OF FIELD DENSITY TESTING Design Fill Fill Test Test Field Mois. Relative Test Deptb Depth Deptb Elev. Dens. Cont. Compact. Soil No. Location Dale (feel) (feel) (feel) (feel) (pc f) (%) (%) Type N 7657 14 E 8470 11-6-90 10 3 7 1017 lOB.6 143 92.4 117.5 N 7749 15 E8230 11-6-90 12 3 9 1017 111.6 14.4 95.0 117.5 N 7852 16 E 8140 11-6-90 11 4 7 1018 110.1 15.0 93.7 117.5 N 7580 17 E 8523 11-6-90 11 2 9 1014 107.6 13.8 91.2 117.5 N 7625 18 E 8412 11-6-90 10 2 8 1015 lOB.7 15.0 92.5 117.5 N 7719 19 E 8321 11-6-90 10 0 10 1014 113.5 12.9 93.8 121 N 7765 20 E 8179 11-6-90 12 2 10 1015 109.9 13.4 90.8 121 N 7570 21 E8380 11-6-90 10 1 9 1016 107.6 12.9 91.6 117.5 N 7780 22 E 8050 11-7-90 14 3 9 1016 107.5 14.9 91.5 117.5 N7685 23 E 8218 11-7-90 10 2 8 1017 106.5 15.2 90.7 117.5 N 7620 24 E8252 11-7-90 10 2 8 1017 108.4 16.0 92.3 121 N 7812 25 E 8119 11-7-90 11 5 6 1019 112.5 13.8 93.0 121 N 7520 26 E 8420 11-7-90 11 3 8 1017 110.4 14.0 91.2 121 N 7621 27 E 8470 11-7-90 10 4 6 10108 111.9 13.5 92.5 121 N 7520 28 E8483 11-7-90 11 5 6 1019 112.5 13.0 93.0 121 N7680 29 E 8180 11-7-90 10 5 5 1018 112.2 13.8 92.7 121 11 '0 e e '. S h -<-- 0'- _ _Associates c a~. IAun Johnson Allen Corporation August 1, 1991 AT405B SUMMARY OF FIELD DENSITY TESTING Design , Fill Fill Test Test Field Mois. Relative Test Depth Deptb Deptb Elev. Dens. Cont. Compact. Soil No. Location Date (feet) (feet) (feet) (feet) (pcf) (%) (%) . Type N 7834 30 E8066 11-7-90 11 5 6 1019 112.7 14.0 93.1 121 N 7890 31 E8lS0 11-7-90 11 6 5 1020 110.4 12.7 91.2 121 N7580 32 E 8358 11-7-90 10 5 7 1018 106.5 13.2 90.6 117.5 N 752IJ 33 E 8537 11-7-90 11 4 7 1018 105.8 14.5 90.0 117.5 N7660 34 E 8384 11-7-90 10 6 4 1019 110.7 12.9 91.5 121 N 1740 35 E8260 11-7-90 12 7 5 1019 107.2 15.0 91.2 117.5 N 7722 36 E8085 11-7-90 14 5 9 1018 106.5 16.1 90.6 117.5 N 7610 37 E 8290 11-8-90 10 6 4 1019 110.2 13.8 91.5 121 N7442 38 E 8220 11-8-90 10 2 8 1015 109.6 14.2 90.6 121 N7600 39 E8090 11-8-90 15 3 12 1016 111.4 12.9 92.1 121 N 7699 40 E 7924 11-8-90 14 2 12 1015 109.4 13.8 90.3 121 N7885 41 E 8102 11-8-90 11 7 4 1021 110.7 14.2 91.5 121 N 7555 42 E 8078 11-8-90 12 3 9 1017 110.1 13.8 91.0 121 N 7695 43 E 8275 11-8-90 10 6 4 1019 108.8 16.2 92.6 117.5 N 7575 44 E 8150 11-8-90 11 4 7 1018 110.3 14.0 91.2 121 N7685 45 E 7949 11-8-90 14 3 11 1016 107.0 14.8 91.1 117.5 1lI q e e i S h, f" D'. Associates c ae er I)(On Johnson Allen Corporation August 1, 1991 A T405B SUMMARY OF FIELD DENSIlY TESTING - Design Fill Fill Test Test Field Mois. Relative Test Depth Depth Depth Eiev. Dens. Cont. Compact. Soli No. Location Date (feet) (feet) (feet) (feet) (pc!) (%) (%) 1YPe N 7580 46 E 8270 11-8-90 10 7 3 1020 108.8 15.1 92.6 117.5 N7480 47 E 8395 11-8-90 11 5 6 1019 106.3 13.2 90.5 117.5 N 7708 48 E 8035 11-8-90 14 4 10 1017 107.4 13.8 91.4 117.5 N7602 49 E 8393 11-8-90 10 8 2 1021 110.7 13.0 91.5 121 N 7490 50 E 8170 11-8-90 10 5 5 1018 110.0 14.1 90.9 121 N 7546 51 E 8106 11-8-90 11 6 5 1019 111.7 13.2 92.3 121 N7641 52 E 7826 11-8-90 13 3 10 1016 110.4 14.0 91.2 121 N 7556 53 E 7932 11-9-90 12 3 9 1016 109.3 13.6 90.3 121 N 7329 54 E 8223 11-9-90 11 2 9 1015 110.1 14.2 91.0 121 N 7470 55 E 8127 11-9-90 10 3 7 1016 107.9 13.9 91.8 117.5 N 7420 56 E 8050 11-9-90 10 4 7 1017 108.8 14.0 92.6 117.5 N 7756 57 E 7988 11-9-90 14 6 8 1019 1075. 15.1 91.5 117.5 N 7620 58 E 8022 11-9-90 15 5 10 1018 109.9 14.2 90.8 121 N 7433 59 E 8142 11-9-90 9 4 5 1017 111.0 12.8 91.7 121 N7660 60 E 7911 11-9-90 13 4 9 1017 110.4 13.8 91.3 121 N 7670 61 E7860 11-9-90 13 4 9 1017 109.6 12.6 90.6 121 IV \0 e e " > S h f 0, Associates c ae er Ixon Johnson Allen Corporation August 1, 1991 A T405B SUMMARY OF FIELD DENSIlY TESTING Design , Fill Fill Test Test Field Mols. Relative Test Depth Depth Depth Elev. Dens. Cont. Compact. Soil No. Location Date ifee! ) ifee! ) ifee! ) ifee! ) (pc!) (%) (%) Type N 7596 62 E 8101 11-9-90 15 6 9 1019 110.7 13.5 91.5 121 N7390 63 E 8192 11-9-90 9 5 4 1018 110.1 10.2 91.0 121 N7542 64 E 8198 11-9-90 11 7 4 1019 IOn 13.9 91.2 117.5 N7645 65 E8251 11-9-90 10 7 3 1020 108.0 14,6 91.9 1175 N 7691 66 E 8053 11-9-90 15 6 9 1019 108.4 14.0 92.3 1175 N7485 67 E8308 11-9-90 10 7 3 1020 105.9 135 90.1 1175 N 7635 68 E 7955 11-9-90 14 5 9 1018 1105 135 91.3 121 N 7505 69 E 8090 11-9-90 11 7 4 1019 1145 12.7 90.9 126 N7403 70 E8285 11-9-90 10 5 5 1018 111.8 143 92.4 121 N 7511 71 E 8167 11-9-90 11 7 4 1119 107.6 11.8 91.6 117.5 N 7523 72 E 8050 11-9-90 11 8 3 1020 112.5 15.1 93.0 121 N 7619 73 E 8052 11-9-90 15 7 8 1020 109.5 12.8 90.5 121 N 7787 74 E8015 11-10-90 14 7 7 1020 110.4 14.1 91.2 121 N 7891 75 E8OS3 11-10-90 11 9 2 1022 111.9 13.2 925 121 N 7638 76 E 7855 11-10-90 13 5 8 1018 109.9 16.1 935 117,5 N 7375 77 E8268 11-10-90 10 6 4 1019 107.4 15,0 91.4 117.5 v \\ .. e e ~ S h - 0" Associates c aeyer Ixon Johnson Allen Corporation August 1, 1991 A T405B SUMMARY OF FIELD DENS lIT TESTING Design Fi1l Fi1l Test Test Field Mols. Relative Test Depth Depth Depth Elev. Dens. Cant. Compact. Soli No. Location Date (feet) (feet) (feet) (feet) (pcf) (%) (%) Type N 7504 78 E8285 11-10-90 10 8 2 1021 111.2 14.8 94.6 121 N7660 79 E8102 11-12-90 15 7 8 1020 110.1 13,2 91.0 121 N 7571 80 E8204 11-12-90 10 7 3 1020 109.4 14.1 90.4 121 N75% 81 E 8415 11-12-90 10 8 2 1021 110.5 15.2 91.3 121 N7607 82 E 8560 11-12-90 11 8 3 1021 109.9 14.5 90.8 121 N7711 83 E8010 11-12-90 14 9 5 1022. 111.0 13.8 91.7 121 N 7795 84 E8260 11-12-90 12 8 4 1021 112.0 14.3 92.5 121 N 7490 85 E8230 11-12-90 10 8 2 1021 109.6 14.0 90.6 121 N7880 86 E 8059 11-12-90 11 9 2 1022 105.8 16.1 90.0 117.5 N 7470 87 E 8407 11-12.90 11 7 4 1020 110.1 14.2 91.0 121 N7605 88 E 8310 11-12-90 10 9 1 1022 111.6 13.8 92.2 121 N7602 89 E7885 11-12-90 13 7 5 1020 109.1 14.6 90.2 121 N7721 90 E 7942 11-12-90 14 6 8 1019 109.5 12.9 90.5 121 N 7371 91 E 8304 11-12-90 11 8 3 1021 110.5 13.2 91.3 121 N 7678 92 E 8410 11-12-90 10 9 1 1022 106.2 14.2 90.4 117.5 N7746 93 E 8272 11-12-90 12 9 3 1022 107.6 15.1 91.6 117.5 VI \'Z- " e e ~ S h - - - Associates c aerer Ulxon Johnson Allen Corporation August 1, 1991 A T405B SUMMARY OF FIELD DENSITY TESTING Design Fill Fill Test Test Field Mois. Relative Test Depth Depth Depth Elev. Dens. Cont. Compact. Soil No. Location Date (feet) (feel) (feel) (feet) (pcf) (%) . (%) Type N7801 94 E 8032 11-12-90 14 8 6 1021 109.5 15.0 93.2 117.5 N7405 95 E 8213 11-12-90 9 6 3 1019 112.8 13.8 93.2 121 N7466 96 E 8093 11-12-90 10 5 5 1018 107.5 14.1 91.5 117.5 N 7542 97 E 8321 11-12-90 10 8 2 1021 110.1 13.9 91.0 121 N7m 98 E8088 11-12-90 14 9 5 1022 106.7 15.0 90.8 117.5 N7883 99 E 8191 11-12-90 11 9 2 1022 109.5 12.9 90.5 121 N 7610 100 E 8165 11-12-90 11 8 2 1021 110.5 13.6 91.3 121 N 7582 101 E 7976 11-13-90 13 5 7 1018 112.8 9.2 93.2 121 N 7543 102 E 8015 11-13-90 11 6 5 1019 110.1 8.8 91.0 121 N 7387 103 E 8151 11-13-90 9 6 3 1019 106.5 10.5 90.6 117.5 N 7275 104 E 8145 11-13-90 11 2 9 1016 107.7 11.9 91.7 117.5 N7345 105 E 8080 11-13-90 10 2 8 1016 110.4 11.2 91.2 121 N 7580 106 E 7829 11-13-90 12 2 10 1016 104.4 13.8 92.4 117.5 N 7432 107 E7883 11-13-90 11 2 9 1016 114.5 11.0 90.9 126 N 7275 108 E 8115 11-13-90 10 2 8 1015 114.8 10.6 91.1 126 N 7825 109 E 8255 11-13-90 12 4 8 1018 111.7 12.9 92.3 121 Vll \~ , e e '. Scha T- 'D- Associates e er Ixon Johnson Allen Corporation August 1, 1991 A T405B SUMMARY OF FIELD DENSI1Y TESTING Design Fill Fill Test Test Field Mois. Relative Test Depth Depth Depth Elev. Dens. Cont. Compact, Soil No. Location Date (feel) (feel) (feel) (feel) (pcf) (%) (%) Type N7740 110 E8368 11-13-90 12 3 9 1017 109.4 13.5 90.4 121 N7505 111 E8034 11-13-90 10 8 2 1020 110.5 9.9 91.3 121 N 7360 112 E 8183 11-13-90 9 7 2 1020 108.0 11.5 91.9 117.5 N 7470 113 E 8040 11-13-90 10 5 5 1017 108.8 11.2 92.6 117.5 N7548 114 E 7975 11-13-90 11 7 4 1019 101.9 14.5 90.2 113 N 7742 115 E8434 11-13-90 10 2 8 1015 110.8 13.7 91.6 121 N7680 116 E 8550 11-13-90 10 2 8 1015 112.5 12.5 93.0 121 N7487 117 E 8485 11-13-90 11 2 9 1016 106.3 11.0 90.5 117.5 N7235 118 E 7989 11-13-90 10 3 7 1016 110.6 14.4 91.4 121 N 7310 119 E 7890 11-13-90 11 3 8 1016 111.3 13.2 92.0 121 N 7411 120 E 7790 11-13-90 11 5 6 1017 105.2 15.1 93.1 113 N 7522 121 E7725 11-13-90 11 5 6 1017 102.6 16.0 90.8 113 N 7273 122 E7918 11-13-90 10 6 4 1018 111.2 14.7 91.9 121 N7285 123 E8007 11-13-90 10 5 5 1018 111.6 14.0 92.2 121 N 7560 124 E 7854 11-13-90 12 1 11 1013 105.9 13.5 90.1 117.5 N 7332 125 E8042 11-14-90 10 1 9 1013 110.0 11.0 90.9 121 Vlll \L\ e e " '" h" . t" D' Associates ~C ae er Ixon Johnson Allen Corporation August 1, 1991 AT405B SUMMARY OF FIELD DENSITY TESTING Design Fill Fill Test Test Field Mois. Relative Test Depth Depth Depth Elev. Dens. Coni. Compact. . Soil No. Location Date (feel) (feel) (feel) (feet) (pc!) (%) (%) 1)pe N 7524 126 E 7870 11-14-90 12 1 11 1013 101.7 12.3 90.0 113 N 7210 " 127 E 8120 11-14-90 11 1 10 1014 103.0 14.9 91.2 113 N 7690 128 E 8495 11-14-90 10 2 8 1016 112.0 12.8 92.6 121 N7640 129 E 8592 11-14-90 10 1 9 1015 111.4 10.5 92.0 121 N 7532 130 E 8533 11-14-90 11 2 9 1016 109.6 11.2 90.6 121 N 7775 131 E 8312 11-14-90 12 3 9 1017 lOB.1 11.8 92.0 117.5 N 7859 132 E8250 11-14.90 12 4 8 1018 107.7 12.2 91.7 117.5 N 7352 133 E 7960 11-14-90 10 3 7 1015 108.6 15.7 92.5 117.5 N 7420 134 E 7978 11-14-90 10 3 7 1015 112.2 14.5 92.7 121 N7465 135 E7912 11-14-90 10 3 7 1015 111.0 13.4 91.7 121 N 7370 136 E 8057 11-14-90 10 3 7 1016 110.0 16.5 90.9 121 N 7254 137 E 8128 11-14-90 11 3 8 1016 113.3 11.9 93.6 121 N7688 138 E 8518 11-14-90 10 3 7 1017 111.0 14.1 91.7 121 N 7658 139 E 8560 11-14-90 10 4 6 1018 107.3 13.5 91.3 117.5 N 7455 140 E84S0 11-14-90 11 3 8 1017 107.6 11.2 91.6 117.5 N 7421 141 E8440 11-14-90 11 4 7 1018 106.8 16.2 90.9 117.5 IX \~ " e e . S h f 'd. ., Associates c ae er Ixon Johnson Allen Corporation August 1, 1991 A T405B SUMMARY OF FIELD DENSITY TESTING - Desigo , Fill Fill Test Test Field Mois. Relative Test Depth Depth Depth Elev. Deos. Coot. Compact. Soil No. Locatioo Date (feet) (feet) (feet) (feet) (pc!) (%) (%) Type N 7334 142 E80lO 11-14-90 10 4 6 1017 106.7 15.7 90.8 117.5 N 7310 . 143 E8088 11-14-90 10 5 5 1018 119.8 12.3 95.1 126 N 7430 144 E 79W 11-14-90 10 4 6 1018 119.4 14.9 94.8 126 N 7479 145 E 7871 11-14-90 11 6 5 lOW 117.9 14.5 93.6 126 N7822 146 E8287 11-14-90 12 5 7 1019 109.9 12.0 90.8 121 N 7676 147 E 8582 11-14-90 10 5 5 1019 101.9 13.2 90.2 113 N 7618 148 E 8621 11-14-90 11 6 5 lOW 102.6 13.1 90.8 113 N 7545 149 E 8560 11-14-90 11 5 6 1019 104.7 13.5 92.7 113 N7467 150 E 7938 11-14-90 10 8 2 1021 104.3 12.9 92.3 113 N 7380 151 E 7970 11-14-90 10 8 2 lOW 103.0 ]4.8 91.2 113 N7260 ]52 E 8085 11-14-90 10 7 3 1020 109.1 14.3 90.2 121 N 7551 153 E 78]5 11-14-90 12 10 2 1023 111.8 15.6 92.4 121 N7660 154 E86W 11-15-90 10 7 3 1021 104.4 16.6 92.4 113 N 7627 ]55 E 8653 11-15-90 10 7 3 102] 111.4 15.3 91.3 12] N 7412 ]56 E 7850 11-15-90 11 3 8 1015 110.9 16.9 91.6 121 N7489 157 E 7755 11-15-90 11 3 8 1015 108.4 14.0 92.2 117.5 ." x Vo e e . S' h' "f' O' ' AssDciates c ae er axon Johnson Allen Corporation August 1, 1991 A T405B SUMMARY OF FIELD DENSIIT TESTING Desigu Fill Fill Test Test Field Mois. Relative , Test Depth Depth Depth Elev. Dens. Caul. Compact. Soli No. Locatiou Date (feel) (feel) (feel) (feel) (pc!) (%) (%) Type N 7246 158 E 8030 11-15-90 10 2 8 1015 114.1 12.8 94.3 121 N7365 slope 159 E8436 11-15-90 11 4 7 1018 98.0 15.1 86.7 113 N7365 159R E8436 12-3-90 11 4 7 1018 103.4 15.0 915 113 N 7303 slope 160 E 8374 11-15-90 11 7 4 1020 107.2 16.8 88.6 121 N7303 160R E 8374 12-3-90 11 6 5 1020 109.9 14.2 90.8 121 N 7210 161 E80lO 11-15-90 10 3 7 1016 113.1 14.2 93.5 121 N7340 162 E 7920 11-15-90 10 4 6 1016 113.5 14.3 ,.,93.8 121 N 7292 163 E8280 11-15-90 11 4 7 1017 111.1 12.2 91.8 121 N 7435 164 E8405 11-15-90 11 7 4 1020 108.9 10.4 90.0 121 N 7312 165 E 8148 11-15-90 10 8 2 1021 111.5 13.0 92.2 121 N 7588 166 E 8464 11-15-90 11 8 3 1022 106.5 16.5 90.6 117.5 N 7725 167 E 8430 11-15-90 10 7 3 1021 112.2 16.3 92.7 121 N 7746 168 E 8395 11-15-90 10 4 6 1018 110.3 15.6 91.2 121 N7283 169 E 8216 11-15-90 11 3 8 1016, 108.4 16.3 92.3 117.5 N7463 170 E8440 11-15-90 11 9 2 1022 113.5 16.0 93.8 121 N 7430 171 E 8370 11-15-90 11 7 4 1020 108.3 18.7 89.5 121 Xl \'"\ e e S h f. D." Associates c ae er IXon Johnson Allen Corporation August 1, 1991 AT405B SUMMARY OF FIELD DENSITY TESTING - Design . Fill Fill Test Test Field Mois. Relative Test Depth Depth Depth Elev. Dens. Cont. Compact. Soil No. Location Date (feet) (feet) (feet) (feel) (pc!) (%) (%) Type N 7430 171R E 8370 11-15-90 11 7 4 1020 113.6 13.4 93.9 121 N 7350 172 E 7890 11-15-90 11 5 6 1017 105.5 14.5 93.3 113 N 7270 173 E 8005 11-15-90 10 3 7 1016 110.0 15.8 90.9 121 N72% 174 E 7948 11-15-90 10 3 7 1016 108.6 14.2 92.5 117.5 N 7366 175 E7860 11-15.90 11 5 6 1017 103.8 17.1 91.8 113 N 7215 176 E 8060 11.16-90 10 3 7 1016 109.7 13.2 90.7 121 N7266 177 E 7970 11-16-90 10 4 6 1017 107.7 13.9 91.7 117.5 N 7415 178 E 782b 11-16-90 11 5 6 1017 108.1 15.7 92.0 117.5 N 7160 179 E 8120 11-16-90 11 4 7 1017 104.8 14.9 92.8 113 N 7312 180 E 8275 11-16-90 11 3 8 1016 106.5 12.9 90.7 117.5 N 7271 181 E 7830 11-16-90 10 4 6 1016 106.8 12.0 90.9 117.5 N 7170 182 E 7939 11-16-90 11 4 7 1017 106.9 13.7 91.0 117.5 N7406 183 E7711 11-16-90 11 5 6 1017 117.2 9.8 92.0 12b N7469 184 E 7670 11-16-90 12 4 8 1016 108.2 12.0 92.1 117.5 N 7170 185 E 8030 11-16-90 11 5 6 1018 111.0 10.6 91.7 121 N 7220 186 E 7943 11-16-90 10 6 4 1019 110.2 14.0 91.1 121 OC" xii \CO e e S h ( D." Associates c ae er Ixon Johnson Allen Corporation August 1, 1991 A T405B SUMMARY OF FIELD DENSI'IY TESTING Desigo , Fill Fill Test Test Field Mois. Relative Test Depth Depth Depth Elev. Deos. Coot. Compact. Soil No. Locatioo Date (feel) (feet) (feel) (feel) (pcf) (%) (%) Type N 7378 187 E7880 11-16-90 11 6 5 1018 110.4 16.0 91.2 121 N7445 188 E 7825 11-16-90 11 7 4 1019 104.1 13.2 92.2 113 N 7245 189 E8235 11-16-90 11 4 7 1017 102.1 13.5 90.4 113 N 7170 190 E 8160 11-16-90 11 4 7 1017 105.1 15.4 93.0 113 N 7229 191 E 8179 11-16-90 11 5 6 1018 110.7 13.3 91.5 121 N 7335 192 E 8330 11-16-90 11 5 6 1018 111.0 11.1 91.7 121 N 7180 193 E 7895 11-16-90 11 5 6 1018 104.2 13.3 92.2 113 N7120 194 E7920 11-16-90 11 5' 6 1018 105.8 13.0 93.6 113 N7211 195 E 7812 11-16-90 11 5 6 1018 102.4 17.0 90.6 113 N 7360 196 E7720 11-16-90 11 7 4 1019 102.4 17.2 90.6 113 N7220 197 E 7977 11-16-90 11 6 5 1019 111.2 15.5 91.9 121 N 7195 198 E 7980 11-16-90 11 8 3 1021 110.6 16.0 91.4 121 N 7520 199 E 8352 11-17-90 10 9 I 1023 112.0 11.8 92.6 121 N7250 200 E 7898 11-17-90 11 6 5 1019 105.7 15.1 93.5 113 N 7375 201 E 7811 11-17-90 11 7 4 1019 106.9 11.2 91.0 117.5 N 7335 202 E 7835 11-17-90 11 8 3 1020 107.3 13.0 91.3 117.5 Xlll \<\ e e 5 h f D.... Associates c ae er Ixon Johnson Allen Corporation August 1, 1991 A T405B SUMMARY OF FIELD DENSITY TESTING Design Fill Fill Test Test Field Mois. Relative Test Depth Depth Depth Elev. Dens. Cont. Com pact. Soli No. Location Date (feel) (feet) (feel) (feet) (pc!) (%) (%) Type N 6860 416 E7360 11-30-90 10 4 6 1020 121.8 8.4 92.7 131.4 N 6705 417 E 7270 11-30-90 9 4 5 1020 114.0 9.8 90.5 126 N 8075 418 E 7721 11-30-90 10 1 9 1015 101.8 13.6 90.1 113 N 7934 419 E 8014 11-30-90 11 1 10 1015 98.1 13.0 86.9 113 N 7934 419R E 8014 11-30-90 11 2 9 1016 102.8 14.1 91.0 113 N 7980 420 E7925 11-30-90 10 2 8 1016 103.8 13.8 91.8 113 N 7579 421 E 8644 11-30-90 11 7 4 1021 102.0 13.8 90.3 113 N7465 422 E 8529 11-30-90 11 8 3 1022 100.7 15.0 89.1 113 N7465 422R E 8529 12-3-90 11 8 3 1022 102.3 11.8 90.5 113 N 7420 423 E 8490 11-30-90 11 10 1 1024 101.8 15.1 90.1 113 N 8080 424 E 7814 12-3-90 10 2 8 1016 111.4 14.0 92.1 121 N 8025 425 E 7918 12-3-90 10 3 7 1017 105.2 16.5 93.1 113 N 7958 426 E 7976 12-3-90 11 3 8 1017 104.2 16.5 92.2 113 N8121 427 E7740 12-3-90 10 3 7 1017 106.7 13.8 90.8 117.5 N8009 428 E 7862 12-3-90 10 4 6 1018 109.6 14.0 90.5 121 N 8065 429 E 77(1.) 12-3-90 10 4 6 1018 109.8 14.0 90.8 121 XXVlll 'J,f) e e . S h f O. Associates c ae er Ixon Johnson Allen Corporation August 1, 1991 A T405B SUMMARY OF FIELD DENSIIT TESTING Design Fill Fill Test Test Field Mois. . Relative Test Deptb Deptb Deptb Elev. Dens. Cont. Compact. Soil No. Location Date (feet) (feet) (feet) (feet) (pc!) (%) (%) Type N 7039 430 E7250 12-3-90 13 1 12 1015 114.7 10.5 91.1 126 N 6887 431 E 7241 12-3-90 13 1 12 1015 116.2 14.1 92.2 126 N 6932 432 E7134 12-3-90 13 1 12 1015 117.0 12.6 92.8 126 N 6972 433 E7063 12-3-90 11 1 10 1015 116.0 12.3 92.1 126 N 6973 434 E 7354 12-3-90 13 1 12 1015 116.9 12.6 93.4 1273 N7960 435 E 8061 12-3-90 11 2 9 1016 105.0 15.9 92.9 113 N 7942 436 E 7980 12-3.90 11 4 7 1018 102.3 15.2 90.1 113 N8010 437 E 7954 12-3-90 10 4 6 1018 113.6 6.7 93.9 121 N 7089 438 E 7245 12-3-90 13 2 11 1016 121.2 9.9 92.3 131.4 N 6945 439 E 7109 12-3-90 11 2 9 1016 118.0 13.5 89.8 131.4 N 6945 439R E7109 12-3-90 11 2 9 1016 121.0 11.7 92.1 131.4 N 6832 440 E 7189 12-3-90 10 2 8 1016 118.5 13.0 90.2 131.4 N 6924 441 E 7315 12-3-90 lO 2 8 1016 113.4 14.6 93.7 121 N 6968 442 E 7259 12-3-90 10 3 7 1017 115.3 13.4 91.5 126 N 7056 443 E 7157 12-3-90 13 3 10 1017 114.5 12.3 90.9 126 N 6862 I 444 E 7079 12-3-90 11 2 9 1016 113.5 11.0 90.1 126 XXiX "l-\ e e S h f O. Associates c ae er Ixon Johnson Allen Corporation August 1, 1991 A T405B SUMMARY OF FIELD DENSI'IY TESTING Design Fill Fill Test Test Field Mols. Relative Test Depth Depth Depth Elev. Deas. Coot. Compact. Soli No, Locatioa Date (feel) (feel) (feel) (feel) (pcf) (%) (%) Type N7040 445 E 7305 12-3-90 13 3 10 1017 111.7 11.0 92.3 121 N 7050 446 E 7216 12-3-90 13 3 10 1017 111.9 10.6 92.5 121 N 6986 447 E7138 12-4-90 13 4 9 1018 121.2 9.7 92.2 131.4 N 6931 448 E7280 12-4-90 10 4 6 1018 115.0 12.6 91.3 126 N 6807 449 E 7195 12-4-90 10 4 6 1018 112.0 13.7 92.6 121 N6905 450 E 7178 12-4-90 10 4 6 1018 114.5 14.8 90.9 126 N 6970 451 E 7375 12-4-90 10 4 6 1018 116.0 11.1 92.1 126 N 7976 452 E 8010 12-4-90 11 5 6 1019 105.3 14.2 89.6 117.5 N 7976 452R E 8010 12-4-90 11 5 6 1019 106.9 13.6 91.0 117.5 N 8040 453 E 7890 12-4-90 10 5 5 1019 106.1 12.3 90.3 117.5 N8095 454 E77lO 12-4-90 10 5 5 1019 101.1 14.0 89.5 113 N8095 454R E77lO 12-4-90 10 5 5 1019 102.3 15.1 90.5 113 N 7975 455 E7884 12-4-90 10 5 5 1019 109.5 14.5 90.5 121 N8041 456 E 7810 12-4-90 10 6 4 1020 107.3 14.5 91.3 117.5 N 6987 457 E 7185 12-4-90 13 4 9 1018 114.8 12.3 91.1 126 N7250 slope 458 E8340 12-4-90 11 5 6 1019 110.9 13.2 91.7 121 xxx 7J.-- e e S h f 0" Associates c ae er rxon Johnson Allen Corporation August 1, 1991 A T405B SUMMARY OF FIELD DENSITY TESTING Design , Fill Fill Test Test Field Mois. Relative Test Depth Depth Depth Elev. Dens. Cont. Compact. Soil No. Location Date (feel) (feel) (feel) (feel) (pc!) (%) (%) Type N 7425 203 EmO 11-17-90 11 9 2 1021 110.6 15.5 91.4 121 N7222 204 E 7855 11-17-90 10 6 4 1019 104.5 13.9 92.5 113 N 7290 205 E 7757 11-17-90 10 7 3 1019 105.8 15.7 93.6 113 N7090 206 E7881 11-17-90 11 6 5 1018 108.1 15.0 92.0 117.5 N 7218 207 E 7750 11-17-90 10 7 3 1019 109.2 13.4 92.9 117.5 N7464 208 E 8260 . 11-17-90 10 9 1 1022 107.5 18.6 91.5 117.5 N 7580 209 E 8025 11-17-90 15 9 6 1021 108.4 16.6 92.3 117.5 N 7178 210 E7865 11-17-90 10 7 3 1019 106.6 14.9 90.7 117.5 N 7316 211 E7709 11-17-90 10 8 2 t020 109.9 15.2 90.9 121 N7380 212 E 7638 11-17-90 11 8 3 1020 102.0 13.7 90.2 113 N 7250 213 E7713 11-17-90 10 7 3 1019 105.9 13.6 93.7 113 N 7730 214 E 8150 11-17-90 11 6 5 1020 106.4 16.5 94.7 113 N7255 215 E7640 11-17-90 10 2 8 1014 110.6 14.1 91.4 121 N 7110 216 E 7785 11-17-90 11 2 9 1014 110.8 14.8 91.6 121 N7365 217 E 7535 11-19-90 12 2 10 1015 108.2 15.3 92.1 117.5 N 7176 218 E 7695 11-19-90 10 2 8 1015 107.6 15.2 91.6 117.5 XIV v e e S h f O. Associates c ae er Ixon Johnson Allen Corporation August 1, 1991 AT405B SUMMARY OF FIELD DENSIlY TESTING Design Fill Fill Test Test Field Mois. Relative , Test Depth Depth Depth Elev. Dens. Cont. Compact. Soil No. Location Date (feet) (feet) (feet) (feet) (pc!) (%) (%) Type N7092 219 E 7815 11-19-90 11 2 9 1013 102.2 11.7 90.4 113 N 7346 220 E7600 11-19-90 12 3 9 1016 119.0 6.3 93.5 127.3 N7096 , 221 E8090 11-19-90 11 2 9 1013 107.2 14.0 91.3 117.5 N7201 222 E 8182 11-19-90 11 6 5 1019 106.9 13.7 91.0 117.5 N 7196 223 E8132 11-19-90 11 7 4 1020 102.9 13.6 91.0 113 N 7390 224 E 7750 11-19-90 11 8 3 1021 113.5 13.4 93.8 .121 N 7290 225 E 7855 11-19-90 10 7 3 1020 108.4 9.4 89.7 121 N 7290 225R E 7855 11-19-90 10 7 3 1020 110.8 12.5 91.6 121 N 7410 226 E7641 11-19-90 11 9 2 1021 106.4 11.8 90.6 117.5 N7253 227 E 7810 11-19-90 10 8 2 1021 102.0 16.0 90.3 113 N 7338 22S E 8370 11-19-90 11 7 4 1019 109.4 16.0 93.2 117.5 N 7236 229 E 8205 11-19-90 11 7 4 1019 105.9 10.7 90.1 117.5 N 7129 230 E 8141 11-19-90 11 5 6 1018 106.4 11.6 90.6 117.5 N7405 231 E 7538 11-19-90 12 6 6 1018 110.4 15.2 91.2 121 N 7570 232 E 7792 11-19-90 12 7 5 1019 107.6 13.6 91.6 117.5 N7483 233 E 7704 11-19-90 12 7 5 1019 105.9 15.4 93.7 113 xv Z#\ e e S h f D- Associates c ae er 'xon Johnson Allen Corporation August 1, 1991 AT405B SUMMARY OF FIELD DENSITY TESTING - Design , Fill Fill Test Test Field Mois. Relative Test Deptb Deptb Deptb Elev. Dens. Cont. Compact. Soil No. Location Date (feet) (feet) (feet) (feet) (pc!) (%) (%) Type N 7670 234 E 8607 11-19-90 10 8 2 1021 113.3 13.3 93.7 121 N 7740 235 E 8488 11-19-90 10 10 0 1023 111.4 14.8 92.0 121 N 7671 236 E8088 11-19-90 15 11 4 1023 106.6 14.2 90.5 117.5 N7641 237 E 8005 11-19-90 15 12 3 1024 106.8 12.7 90.9 117.5 N 7675 238 E 7910 11-19-90 14 12 2 1024 110.2 12.8 91.1 121 N 7740 239 E8047 11-19-90 13 11 2 1023 108.3 14.0 92.2 117.5 N 7515 240 E 7810 11-23-90 12 10 2 1022 120.4 12.3 95.5 126 N 7562 241 E 7738 11-23-90 12 9 3 1021 112.2 15.2 92.7 121 N7203 242 E 7925 11-23-90 10 6 4 1018 112.8 16.1 93.2 121 N 7102 243 E 7980 11-23-90 11 2 9 1013 110.1 13.7 91.0 121 N 7048 244 E 7962 11-23-90 11 2 9 1013 114.7 13.4 91.0 126 N7207 245 E7995 11-23-90 11 3 8 1014 108.5 8.8 92.4 117.5 N 7221 246 E 7798 11-23-90 12 3 9 1015 116.1 9.9 92.1 126 N 7322 247 E 7568 11-23-90 11 5 6 1017 110.8 10.1 91.5 121 N7263 248 E7607 11-23-90 11 6 5 1017 109.6 12.6 90.6 121 N 7011 249 E 7836 11-23-90 12 4 8 1015 110.2 15.7 91.1 121 XVI vS e e S h f O. Associates c ae er IXO" Johnson Allen Corporation August 1, 1991 A T405B SUMMARY OF FIELD DENSIlY TESTING - Design Fill Fill Test Test Field Mois. ' Relative Test Depth Depth Depth Elev. Dens. Cont. Compact. Soli No. Location Date (feel) (feel) (feel) (feel) (pef) (%) (%) Type N 7020 250 E 7920 11-23-90 13 7 6 1018 105.1 17.3 89.5 117.5 N 7020 250R E 7920 11-23-90 13 7 5 1018 107.9 15.9 91.8 117.5 N7160 251 E 7763 11-23-90 11 5 6 1016 113.4 10.1 90.0 126 N 7128 252 E7842 11-23-90 11 6 5 1017 116.0 10.0 92.0 126 N 7121 253 E 8045 11-23-90 11 5 6 1016 113.2 13.7 93.6 121 N7002 254 E7889 11-23-90 11 6 5 1017 110.9 ,13.1 91.7 121 N 7185 255 E77% 11-23-90 11 7 4 1018 110.8 13.3 91.6 121 N 7147 256 E 7724 11-23-90 11 7 4 1018 114.2 11.5 90.7 126 N 6975 257 E 7876 11-23-90 13 10 3 1021 110.4 12.4 91.2 121 N 7067 258 E 7796 11-23-90 12 2 10 1014 108.9 11.6 90.0 121 N7280 259 E 7435 11-23-90 12 2 10 1014 113.2 10.0 93.6 121 N 7166 260 E 7425 11-23-90 11 3 8 1015 119.5 9.4 94.8 126 N 7190 261 E7561 11-23-90 10 2 8 1014 116.9 12.7 92.8 126 N7047 262 E 7495 11-23-90 10 3 7 1015 95.1 15.7 84.2 113 N 7047 262R E 7495 11-23-90 10 3 7 1015 106.5 14.2 90.6 117.5 N 7160 263 E 7500 11-23-90 11 2 9 1014 111.5 11.6 92.2 121 XVll tfo e e S h f O. Associates c ae er Ixon Johnson Allen Corporation August 1, 1991 A T405B SUMMARY OF FIELD DENSITY TESTING Desigo Fill Fill Test Test Field Mois. Relative Test Depth Depth Depth Elev. Dens. Coot. Compact. Soli No. Locatioo Date (feet) (feel) (feet) (feel) (pc!) (%) (%) Type N 7523 264 E 7678 11-23-90 12 8 4 1020 113.0 13.4 93.4 121 N 7411 265 E 7595 11-23-90 12 9 3 1021 107.9 11.9 91.8 117.5 N7300 266 E 7679 11-23-90 10 9 1 1021 110.2 13.0 91.1 121 N7150 267 E 7330 11-24-90 12 2 10 1014 109.9 12.8 90.8 .121 N 7107 268 E 7390 11-24-90 12 3 9 1015 112.0 11.6 92.6 121 N 7210 269 E 7577 11-24-90 10 2 8 1014 112.7 13.6 93.1 121 N 7214 270 E7660 11-24-90 10 9 1 1021 109.3 14.9 90.3 121 N7465 271 E 7618 11-24-90 12 8 4 1020 117.4 11.4 93.2 126 N7267 272 E 7535 11-24-90 11 3 8 1015 115.3 13.8 91.5 126 N7206 273 E 7365 11-24-90 12 3 9 1015 112.1 13.1 92.7 121 N 7103 274 E7443 11-24-90 11 3 8 1015 110.5 14.1 91.3 121 N 7221 275 E 7502 11-24-90 11 4 7 1016 106.4 17.5 87.9 121 N 7221 275R E 7502 11-24-90 11 4 7 1016 109.1 11.7 90.2 121 N7118 276 E 7315 11-24-90 13 4 9 1016 113.2 12.2 93.6 121 N 7019 277 E7380 11-24'90 10 5 5 1017 111.2 10.8 91.9 121 N7090 278 E 7552 11-24-90 10 5 5 1017 122.8 9.7 96.5 127.3 XVIII 2-\ e e S h f O. Associates c ae er Ixon Johnson Allen Corporation August 1, 1991 AT40SB SUMMARY OF FIELD DENSITY TESTING Design Fill Fill Test !fest Field Mois. Relative Test Depth Depth Depth Elev. Dens. Cont. Compact. Soli No. Location Date (feel) (feel) (feel) (feel) (pc!) (%) (%) Type N 7038 279 E7409 11-24-90 10 5 5 1017 111.6 16.4 92.2 121 N 7335 280 E7790 11-24-90 11 9 2 1021 118.3 10.4 92.9 127.3 N7466 281 E 7698 11-24-90 12 10 2 1022 ' 110.1 13.1 91.0 121 N 7112 282 E72J';2 11-24-90 12 5 7 1017 116.0 10.7 91.4 127.3 N 7325 283 E 7455 11-24-90 12 7 5 1019 108.4 11.7 92.3. 1175 N 7127 284 E 7568 11-24-90 10 6 4 ,1018 124.2 8.7 97.6 127.3 N 7052 285 E 7536 11-24-90 10 6 4 1018 116.3 11.2 91.4 127.3 N7202 286 E74S4 11-24-90 11 7 5 1019 117.4 11.7 92.2 127.3 N 7119 287 E 7417 11-24-90 11 7 5 1019 107.1 12.7 91.2 117.5 N 1244 288 E 7592 11-24-90 11 7 5 1019 113.9 12.3 90.4 126 N7208 289 E 7562 11-24-90 11 8 3 1020 117.1 9.5 92.9 126 N 7131 290 E 7512 11-24-90 12 7 5 1019 113.8 13.0 90.3 126 N7190 291 E 7399 11-24-90 12 7 5 1019 117.8 9.9 93.5 126 N 7080 292 E74S0 11-24-90 ' 10 7 3 1019 119.1 8.9 94.5 126 N 1255 293 E 7456 11-24-90 12 8 4 1020 111.3 14.0 92.0 121 N 7050 294 E 7370 11-24-90 10 8 2 1020 117.1 10.9 92.0 127.3 XIX iJ> e e S h f O. Associates c ae er Ixon Johnson Allen Corporation August 1, 1991 A T405B SUMMARY OF FIELD DENSI'IY TESTING Deslgo Fill Fill Test Test Field Mois. Relative Test Depth Depth Depth Elev. Deos. Coot. Compact. Soil No. Locatioo Date (feel) (feel) (feel) (feel) (pc!) (%) (%) Type N 7418 295 E7562 11-24.90 12 10 2 1022 110.8 13.8 91.6 121 N 7331 296 E 7671 11-24-90 10 9 1 1020 115.3 10.2 91.5 126 N6964 297 E 7612 11-26-90 11 1 10 1012 111.1 13.1 91.7 121 N 6762 298 E7738 11-26-90 14 1 13 1013 112.5 12.5 93.0 121 N 6530 299 E 7315 11-26-90 8 1 7 1017 115.8 8.9 91.9 126 N 6526 300 E 7182 11-26-90 8 1 7 1017 117.1 9.5 93.0 126 N 6475 301 E 7272 11-26-90 8 1 7 1017 123.7 9.7 97.2 1273 N 6735 302 E7440 11-26-90 11 2 9 1017 115.8 9.3 91.0 127.3 N 6765 303 E 7581 11-26-90 11 2 9 1014 118.2 8.0 92.9 127.3 N 6486 304 E 7457 11-26-90 12 2 10 1019 118.9 12.1 93.4 127.3 N 6882 305 E 7849 11-26-90 13 2 11 1013 114.5 11.2 90.8 126 N7062 306 E 7752 11-26-90 11 2 9 1013 108.5 15.7 92.4 117.5 N 6951 307 E7718 11-26-90 11 3 8 1014 117.8 8.9 92.5 127.3 N 6630 308 E 7500 11-26-90 12 3 9 1017 110.0 13.9 90.9 121 N 7738 309 E 8532 11-26-90 10 6 4 1020 90.1 12.9 79.7 113 N7738 309R E 8532 11-27-90 10 6 4 1020 102.3 13.2 90.5 113 xx ];0.. e e S h f O. Associates c ae er U(on Johnson Allen Corporation August 1, 1991 AT40SB SUMMARY OF FIELD DENSIlY TESTING Design Fill ' Fill Test Test Field Mois. Relative Test Depth Depth Depth Elev. Dens. ConI. Compact. Soil No. Location Date (feel) (feet) (feet) (feet) (pcf) (%) (%) Type N 7675 310 E 8651 11-26-90 10 9 1 1023 97.0 16.4 85.9 113 N 7675 310R E 8651 11-27-90 10 9 1 1023 108.1 15.1 90.1 113 N 6870 311 E 7629 11-26-90 11 3 8 1015 108.1 10.6 92.0 117.5 N 6628 312 E 7334 11-26-90 - 9 3 6 1019 111.8 16.0 92.4 121 N6541 313 E7441 11-26-90 11 3 8 1019 116.5 13.6. ' ,92.4 126 N 6686 314 E 7650 11-26-90 13 4 9 1018 119.2 10.2 93.7 127.3 N 7023 315 E 7735 11-26-90 11 4 7 1017 107.8 14.2 91.7 117.5 N 6874 316 E 7785 11-26-90 14 4 10 1017 114.5 11.7 90.9 126 N 6855 317 E 7513 11-26-90 11 4 7 1018 118.5 9.0 93.1 127.3 N 6910 318 E 7611 11-26-90 11 4 7 1018 117.5 7.7 92.3 127.3 N 6730 319 E 7525 11-26-90 11 4 7 1016 113.7 15.5 90.3 126 N 6731 320 E 7615 11-26-90 14 4 10 1016 113.2 12.7 93.6 121 N 6845 321 E 7730 11-26-90 14 5 9 1016 114.5 9.7 90.8 126 N 6950 322 E 7793 11-26-90 13 5 7 1016 122.3 8.4 93.1 131.4 N 6920 323 E 7575 11-26-90 11 5 6 1017 122.3 8.1 93.1 131.4 N 6621 324 E7406 11-26-90 9 4 5 1018 125.3 8.6 95.4 131.4 XXI ?O e e S h f O. Associates c ae er Ixon Johnson Allen Corporation August 1, 1991 A T405B SUMMARY OF FIELD DENSITY TESTING Design Fill Fill Test Test Field Mols. Relative Test Depth Depth Depth Elev. Dens, Cont. Compact. Soil No. Location Date (feel) (feel) (feel) (feel) (pcf) (%J (%) Type N 6578 325 E 7235 11-26-90 8 3 5 1019 128.2 7.3 97.6 131.4 N 6392 326 E 7340 11-26-90 11 2 9 1018 114.1 11.7 90.6 126 N6965 327 E 7971 11-26-90 13 2 11 1014 126.3 7.8 96.1 131.4 N7065 328 E 8055 11-27-90 11 3 8 1015 122.2 8.6 93.0 131.4 N 6706 329 E 7380 11-27-90 9 5 4 1019 .117.5 ..9.0 .- - 92.3 127.3 N 6550 330 E 7375 11.27-90 8 3 5 1019 119.8 8.1 91.2 131.4 N 6605 331 E 7443 11-27-90 13 5 7 1019 118.8 7.9 93.3 127.3 N 6801 332 E7485 11-27-90 11 5 6 1017 97.6 18.3 83.1 117.5 N 6801 332R E7485 11-27-90 11 5 6 1017 108.1 15.6 92.0 117.5 N 6552 333 E7544 11-27-90 13 3 10 1017 121.0 10.7 92.1 131.4 N 6833 334 E 7829 11-27-90 14 5 9 1016 123.0 10.3 93.6 131.4 N6925 335 E 7825 11-27-90 13 5 8 1016 117.7 12.4 92.5 127.3 N 6970 336 E 7945 11-27-90 13 9 4 1015 117.0 9.9 92.5 127.3 N 7058 337 E 8036 11-27-90 13 9 4 1015 115.9 11.1 91.1 127.3 N 7028 338 E7961 11-27-90 13 8 5 1016 116.3 13.0 91.4 127.3 N7006 339 E 7674 11-27-90 11 5 6 1017 117.9 11.0 92.6 127.3 xxii ~\ e e S h f O. Associates c ae er Ixon Johnson Allen Corporation August 1, 1991 AT405B SUMMARY OF FIELD DENSIlY TESTING Design , Fill Fill Test Test Field Mois. Relative Test Depth Depth Depth Elev. Dens. Cont. Compact. Soil No. Location Date (feet) (feet) (feet) (feet) (pc!) (%) (%) Type N 6841 340 E 7692 11-27-90 14 5 9 1017 122.2 8.9 93.0 131.4 N6620 341 E 7355 11-27-90 11 5 6 1021 118.5 12.3 90.2 131.4 N 6436 342 E 7378 11-27-90 11 4 7 1020 119.2 10.5 90.7 131.4 N6342 343 E7240 11-27-90 11 2 9 1018 118.7 11.8 90.3 131.4 N 6942 344 E 7870 11-27-90 13 6 7 1017 120.0 12.4 91.3 131.4 N6904 345 E 7740 11-27-90 11 6 5 1017 116.8 9.0 91.8 127.3 N 6650 346 E 7579 11-27-90 13 6 7 1018 117.5 11.1 92.3 127.3 N 6637 347 E 7556 11-28-90 13 6 7 1018 122.7 9.8 93.4 131.4 N 6840 348 E 7595 11-28-90 11 6 5 1017 120.6 10.9 91.8 131.4 N6998 349 E 7742 11-28-90 11 6 5 1017 119.2 13.1 90.7 131.4 N6925 350 E 7924 11-28-90 13 6 7 1017 120.9 11.6 92.0 131.4 N6811 351 E7791 11-28-90 14 5 9 1016 123.3 11.2 93.8 131.4 N 6508 352 E74S1 11-28-90 13 4 9 1020 112.3 10.9 92.8 121 N 6625 353 E 7271 11-28-90 8 4 4 1020 119.2 11.1 93.6 127.3 N 6530 354 E 7290 11-28-90 8 3 5 1019 116.7 13.4 91.7 127.3 N 6953 355 E 7694 11-28-90 11 6 5 1017 110.0 15.7 90.9 121 XXiII ?:Y e e S h f O. Associates c ae er Ixon Johnson Allen Corporation August 1, 1991 A T405B SUMMARY OF FIELD DENSIlY TESTING Design Fill Fill Test Test Field Mois. , Relative Test Depth Depth Depth Elev. Dens. Cant. Compact. Soil No. Location Date (feel) (feel) (feel) (feel) (pc!) (%) (%) Type N 6460 356 E 7155 11-28-90 8 2 6 1018 114.9 12.8 91.2 126 N 6315 357 E 7322 11-28-90 11 2 9 1018 113.8 13.9 90.9 126 N 7112 358 E 8081 11-28-90 11 5 6 1017 118.5 10.4 94.0 126 N 6976 359 E 7919 11-28-90 13 7 6 1017 115.6 11.0 91.8 126 N 6702 360 E 7697 11-28-90 14 6 8 1017 113.4 12.4 .^^^ 126 0":;/.':1 N 67rJ2 360R E 7697 11-28-90 14 6 8 1017 114.5 11.9 90.9 126 N 6570 361 E 7582 11-28-90 12 5 7 1019 117.6 10.8 92.4 127.3 N 6440 362 E 7456 11-28-90 11 4 7 1020 114.1 13.3 90.6 126 N 6799 363 E 7518 11-28-90 11 6 5 1018 118.5 8.7 93.1 127.3 N6692 364 E 7317 11-28-90 9 5 4 1021 116.6 9.4 91.6 127.3 N7663 365 E8204 11-28-90 10 9 1 1022 105.9 15.6 90.2 117.5 N 7632 366 E 8102 11-28-90 15 10 5 1023 109.8 16.6 90.8 121 N 7694 367 E 7982 11-28-90 14 10 4 1023 112.8 13.2 93.2 121 N 7701 368 E 8109 11-28-90 15 11 4, 1024 114.6 11.4 94.7 121 N7848 369 E8209 11-28-90 12 9 3 1022 109.4 13.2 90.4 121 N 7671 370 E 8030 11-28-90 15 11 4 1024 107.9 13.7 89.2 121 XXIV ?P e e S h f O. Associates c ae er Ixon Johnson Allen Corporation August 1, 1991 A T405B SUMMARY OF FIELD DENSITY TESTING Design . Fill Fill Test Test Field Mois. Relative Test Deptb Deptb Deptb Elev. Dens. ConI. Compact, Soil No. Location Date (feet) (feel) (feel) (feet) (pc!) (%) .(%) Type N 7671 370R E8030 11-28-90 15 11 4 1024 109.3 13.9 90.3 121 N7040 371 E 7781 11-29-90 11 5 6 1017 106.2 11.7 90.4 117.5 N 7119 372 E 7630 11-29-90 11 1 10 1012 97.3 13.9 86.2 113 N 7119 372R E 7630 11-29-90 11 1 10 1012 103.1 14.3 91.2 113 N6960 373 E 7535 11-29-90 9 1 8 1012 111.3 14.2 ' 92J} ,~, .~. N 6887 374 E 7398 11-29-90 10 1 9 1012 116.6 9.4 91.6 127.3 N 6763 375 E7300 11-29-90 10 1 9 1012 115.0 15.5 91.2 126 N 6660 376 E 7245 11-29-90 8 2 6 1013 119.2 10.4 93.6 127.3 N 6874 377 E7308 11-29-90 10 2 8 1013 126.1 8.3 96.0 131.4 N6964 378 E7480 11-29-90 10 2 8 1013 118.9 11.1 93.4 131.4 N7060 379 E 7632 11-29-90 11 2 9 1013 116.6 12.8 91.6 126 N6801 380 E 7725 11-29-90 14 7 7 1018 116.5 12.4 91.6 126 N 6962 381 E 7896 11-29-90 13 7 6 1018 113.7 14.7 90.3 126 N 6854 382 E 7551 11-29-90 11 7 4 1018 125.6 10.4 95.6 131.4 N 6594 383 E 7512 11-29-90 12 7 5 1021 126.6 10.6 96.3 131.4 N 6720 384 E 7165 11-29-90 10 2 8 1014 118.9 11.5 90.5 131.4 xxv ~ e e S h f O. Associates c ae er Ixon Johnson Allen Corporation August 1, 1991 A T405B SUMMARY OF FIELD DENSIlY TESTING - Design Fill Fill Test Test, Field Mois. Relative Test Depth Depth Depth Elev. ' Dens. Cant. Compact. Soil No. Location Date (feet) (feet) (feet) (feet) (pc!) (%) (%) ,. Type N6909 385 E7349 11-29-90 10 2 8 1014 121.2 11.8 92.2 131.4 N 6738 386 E7338 11-29-90 9 2 7 1016 112.3 12.9 92.8 121 N 7018 387 E 7529 11-29-90 10 2 8 1014 118.9 12.3 93.4 127.3 N6995 388 E7647 11-29-90 11 7 4 1018 121.2 13.0 92,2 131.4 N6380 389 En44 11-29-90 11 3 7 1019 . 119.7" .. 13.5, . 91.1 131.4 N7688 390 E 8455 11-29-90 10 8 2 1022 102.9 17.6 91.1 113 N 7590 391 E8480 11-29-90 11 9 2 1023 107.5 13.8 91.5 117.5 N 8050 392 E 7857 11-29-90 10 1 9 1015 105.0 15.0 92.9 113 N 6790 393 E 7394 11-29-90 10 2 8 1016 114.7 10.6 91.0 126 N 7105 394 E 7675 11-30-90 10 2 8 1013 113.4 11.4 90.0 126 N7006 395 E 7590 11-30-90 10 3 7 1014 115.2 10.1 91.4 126 N 6980 396 E7442 11-30-90 10 3 7 1015 113.2 to.6 89.8 126 N 6980 396R E7442 11-30-90 10 3 7 1015 114.9 11.0 91.2 126 N 6740 397 E7236 11-30-90 10 3 7 1015 114.1 9.7 90.6 126 N 6809 398 E7640 11-30-90 11 7 4 1019 114.4 13.6 90.8 126 N 6843 399 E 7430 11-30-90 10 3 7 1016 117.3 9.1 92.2 127.3 XXVI ~ e e S h f O. Associates c ae er Ixon Johnson Allen Corporation August 1, 1991 A T405B SUMMARY OF FIELD DENS lIT TESTING Design Fill Fill Test Test Field Mols. Relative Test Depth Depth Depth Elev. Dens. Coot. Compact. Soil No. Location Date (feet) (feel) (feet) (feet) (pcf) (%) (%) Type N 6659 400 E 7450 11-30-90 12 7 5 1021 121.4 10.9 92.4 131.4 N 7071 401 E7725 11-30-90 11 8 3 1019 113.0 10.4 93.4 121 N7148 402 E7%2 11-30-90 11 8 3 1019 117.3 11.4 92.1 127.3 N 6810 403 E7710 11-30-90 11 8 3 1020 120.6 10.1 91.8 131.4 N 6648 404 E 7611 11-30-90 13 8 5 1020 124.5 .8.5 94.7 131.4 N 6652 405 E 7155 11-30-90 9 2 7 1018 116.0 9.7 91.1 127.3 N 6542 406 E 7121 11-30-90 8 2 6 1018 122.4 9.7 93.2 131.4 N6914 407 E 7521 11-30-90 11 4 7 1018 120.0 11.2 91.3 131.4 N 7070 408 E 7582 11-30-90 10 4 6 1017 119.8 13.0 91.2 131.4 N6901 409 E 7437 11-30-90 10 4 6 1018 118.1 12.1 92.8 127.3 N 6680 410 E 7196 11-30-90 10 3 7 1019 115.8 13.2 91.0 127.3 N 6898 411 E 7539 11-30-90 11 8 3 1020 108.5 14.6 92.3 117.5 N 6455 412 E 7196 11-30-90 8 4 4 1020 113.4 13.4 93.7 121 N6467 413 E 7350 11-30-90 11 6 5 1021 120.3 11.8 91.6 131.4 N 6801 414 E 7225 11-30-90 10 3 7 1017 127.0 9.5 96.7 131.4 N6902 415 E 7472 11-30-90 11 4 7 1018 126.4 10.0 96.2 131.4 XXVll 3'9 e e S h f O. Associates c ae er Ixon Johnson Allen Corporation August 1, 1991 A T405B SUMMARY OF FIELD DENSITY TESTING Design Fill Fill Test Test Field Mois. Relative Test Depth Depth Depth Elev. Dens. Cont. Compact. Soil No. Location Date (feet) (feel) (feel) (feel) (pc!) (%) (%) Type N 7210 slope 459 E 8290 12-4-90 11 7 4 1021 105.7 12.2 90.0 117.5 N 7155 slope 460 E8226 12-4-90 11 9 2 1023 114.3 9.9 90.7 126 N7092 slope 461 E 8191 12-4-90 11 4 7 1018 113.0 10.5 93.4 121 N 7025 slope 462 E 8090 12-4-90 11 8 3 1022 106.0 11.9 90.2 117.5 N 7012 463 E 7455 12-4-90 10 5 5 1019 119.7 10.5 91.1 131.4 N7154 464 E 7385 12-4-90 12 4 8 1018 116.4 11.2 91.5 127.3 N 7107 465 E72B7 12-4-90 13 5 8 1019 115.2 12.3 90.5 127.3 N 6845 466 E 7218 12-4-90 10 5 5 1019 115.3 11.2 90.6 127.3 N 7011 467 E 7194 12-4-90 13 5 8 1019 115.9 10.6 91.0 127.3 N 6820 468 E7345 12-4-90 10 5 5 1019 122.8 9.5 92.0 133.5 N 6932 469 E7460 12-4-90 10 5 5 1019 118.1 9.7 92.3 127.3 N 6989 470 E 7522 12-4-90 10 5 5 1019 108.7 16.2 92.5 117.5 N 6755 471 E7265 12-4-90 10 6 4 1020 120.0 9.8 91.3 131.4 N 7195 472 E 7341 12-4-90 12 5 7 1019 117.2 12.0 92.1 127.3 N 6920 473 E7220 12-4-90 13 6 7 1020 120.6 13.2 91.8 131.4 N 7034 474 E72B3 12-4-90 13 6 7 1020 116.9 11.5 91.9 127.3 XXXI 'b1 e e S h f O. .. A-ssociBtes c ae er Ixon Johnson Allen Corporation August 1, 1991 AT405B SUMMARY OF FIELD DENSIlY TESTING Design Fill Fill Test Test Field Mois. Relative Test Depth Depth Depth Elev. Dens. Coot. Compact. ,Soil No, Location Date (feel) (feel) (feel) (feel) (pc!) (%) (%) Type N 6961 475 E 7320 12.4-90 10 6 4 1020 114.4 13.5 90.8 126 N 7980 476 E 7670 12-4-90 10 1 9 1015 108.1 15.4 92.0 117.5 N 7832 477 E 7636 12-4-90 10 1 9 1015 107.8 14.8 91.8 117.5 N 7830 478 E 7975 12-4-90 14 1 13 1015 103.1 13.7 91.2 113 N7861 479 E 7825 12-4-90 12 1 11 1015 104.0 14.9 92.0 113 N 7870 480 E 7758 12-4-90 12 2 10 1016 97.3 14.9 86.1 113 N 7870 480R E 7758 12-4-90 12 2 10 1016 102.9 14.2 91.1 113 N 7740 481 Em5 12-4-90 13 1 12 1015 %.0 15.7 84.9 113 N 7740 481R E 7775 12-4-90 13 1 12 1015 102.2 14.8 90.4 113 N 7920 482 E 7945 12-5-90 11 1 10 1015 107.7 13.3 91.6 117.5 N 7720 483 E7648 12.5.90 10 1 9 1015 107.4 15.7 91.4 117.5 N 7821 484 E 7579 12-5-90 10 2 8 1016 109.2 18.1 92.9 117.5 N7665 485 E7723 12-5-90 12 2 10 1016 114.5 10.9 90.0 126 N 7770 486 E7729 12-5-90 12 2 10 1016 106.8 14.5 90.9 117.5 N 7938 487 E 7670 12-5-90 10 2 8 1016 106.7 12.6 90.8 117.5 N 8031 4S8 E 7732 12-5-90 10 2 8 1016 103.2 10.4 91.3 113 XXXII ~ e e S h 'f 0"" Associates c ae er Ixon Johnson Allen Corporation August 1, 1991 AT405B SUMMARY OF FIELD DENSITY TESTING Design Fill Fill Test Test Field Mois. Relative Test Depth Depth Depth Elev. Dens. Cont. CompacL Soil No. Location Date (feet) (feet) (feet) (feet) (pc!) (%) (%) Type N 7944 489 E7842 12-5-90 10 3 7 1017 107.5 13.4 91.5 ..... 117.5 N 7835 490 E 7911 12-5-90 14 2 12 1016 106.2 13.4 90.4 117.5 N 7780 491 E 7910 12-5-90 14 3 11 1017 101.2 15.9 89.6 113 N 7780 491R E 7910 12-5-90 14 3 11 1017 102.4 15.8 90.6 113 N 7965 492 E7730 12-5-90 10 3 7 1017 108.4 12.7 92.3 117.5 N6775 493 E 7405 12-5-90 ' 11 6 5 1017 110.7 15.0 91.5 121 N 6680 494 E7260 12-5-90 9 6 3 1020 117.1 11.0 92.0 127.3 N 7085 495 E 7412 12-5-90 10 6 4 1020 116.9 9.2 91.8 131.4 N 6952 496 E 7175 12-5-90 13 6 7 1020 122.2 10.1 93.0 131.4 N6773 497 E 7541 12-5-90 11 7 4 1019 117.6 7.9 92.4 127.3 N 7232 498 E 7421 12-5-90 12 7 5 1021 122.7 8.8 91.9 133.5 N 7122 499 E 7488 12-5-90 10 6 4 1020 121.9 9.0 92.8 131.4 N7oo8 500 E 7215 12-5-90 13 7 6 1021 118.8 10.2 93.3 .127.3 N 7070 501 E 7450 12-5-90 10 6 4 1020 114.5 9.8 90.9 126 N 7178 502 E 7620 12-5-90 10 7 3 1021 115.2 10.0 91.4 126 N 6862 503 E 7873 12-5-90 13 6 7 1017 114.8 10.9 91.1 126 XXXlll 1;5\ e e '. "Associates Schaefer Dixon iJohnson Allen Corporation August 1, 1991 AT405B SUMMARY OF FIELD DENSITY TESTING - Design Fill Fill Test Test Field Mois. Relative , Test Depth Depth Depth Elev. Dens. Cont. Compnct. Soil No. Location Date (feet) (feet) (feet) (feet) (pc!) (%) (%) Type N 6725 504 E 7570 12-5-90 13 7 6 1019 115.6 12_1 90.8 127.3 N 6769 505 E 7475 12-5-90 11 7 4 1019 107.9 12.5 91.8 117.5 N7179 506 E 7575 12-5-90 10 8 2 1022 108.8 13.5 92.6 117.5 N7280 507 E 7511 12-5-90 12 8 4 1022 116.3 11.3 92.3 126 N 7250 508 E 7410 12-5-90 12 7 5 1021 115.6 10.1 90.8 1273 N 7142 509 E 7278 12-5-90 13 8 5 1022 118.5 10.9 93.1 127.3 N7068 510 E 7192 12-5-90 13 8 5 1022 116.0 9.6 92.1 126 N 7143 511 E 7910 12-5-90 13 9 4 1020 116.4 11.7 92.4 126 N 6830 512 E 7620 12-5-90 11 8 3 1019 120.8 10.2 91.9 131.4 N 6625 513 E 7522 12-5-90 13 8 5 1020 120.1 8.5 91.4 131.4 N7302 514 E 7478 12-5-90 12 7 5 1019 117.1 10.4 92.0 127.3 N 7765 515 E 7562 12-6-90 10 3 7 1017 107.6 14.2 91.6 117.5 N7680 516 E7681 12-6-90 10 3 7 1017 104.6 15.5 92.6 113 N 7780 517 E7640 12-6-90 12 4 8 1018 103.3 15.5 91.4 113 N 8070 518 E7646 12-6-90 10 4 6 1018 109.7 13.1 93.4 117.5 N 7960 519 E 7580 12-6-90 10 4 6 1018 111.6 12.9 92.2 121 XXXiV 1:"..0 e e S h' f . Associates c ae er Dixon Johnson Allen Corporation August 1, 1991 A T405B SUMMARY OF FIELD DENSITY TESTING Design , Fill Fill Test Test Field Mois. Relative Test Depth Depth Depth Elev. Deos. Coot. Compact. Soil No. Locatioo Date (feel) (feet) (feel) (feel) (pcf) (%) (%) Type N 7879 520 E 7679 12-6-90 10 5 5 1019 112.4 14.7 92.9 121 N7880 521 E 7935 12-6-90 11 5 6 1019 103.4 13.8 88.0 117.5 N7880 , 521R E 7935 12-6-90 11 5 6 1019 106.7 14.1 90.8 117.5 NT/60 522 E 7812 12-6-90 13 5 8 1019 110.9 12.6 91.7 121 N7T/4 523 E7686 12-6-90 12 5 7 1019 110.7 15.2 91.5 121 N 6882 524 E 7163 12-6-90 10 8 2 1022 116.9 13.5 92.8 126 N7044 525 E 7870 12-6-90 13 9 4 1020 118.4 10.9 94.0 126 N 7027 526 E 7152 12-6-90 11 9 2 1020 116.6 9.6 91.6 1273 N 6920 527 E 7182 12-6-90 14 9 5 1020 123.1 9.1 92.2 133.5 N 6510 528 E 7155 12-6-90 8 6 '2 1022 122.2 10.3 93.0 131.4 N6485 529 E7230 12-6-90 8 7 1 1023 122.7 9.4 93.4 131.4 N 6377 530 E7280 12-6-90 11 6 5 1022 116.1 9.1 91.2 127.3 N 6790 531 E7110 ]2-6-90 10 8 2 1022 117.2 9.9 92.1 ]27.3 N 6785 532 E 7212 12-6-90 10 9 1 1023 ]22.7 9.0 93.4 131.4 N 7801 533 E7880 12-6-90 14 5 9 1023 108.0 14.5 91.9 117.5 N7713 534 E 7702 12-6-90 12 5 7 1021 106.7 13.3 90.8 117.5 XXXV A\ e e S h f O. Associates c ae er Ixon Johnson Allen Corporation August 1, 1991 A T405B SUMMARY OF FIELD DENSI1Y TESTING . Design Fill Fill Test Test Field Mois. Relative Test Depth Depth Depth Elev. Dens. Cont. Compact. Soil No. Location Date (feet) (feel) (feel) (feel) (pc!) (%) (%) Type N77lO 535 E 7610 12-6-90 10 4 6 1018 109.7 12.8 90.7 121 N80l5 536 E 7765 12-6-90 10 4 6 1018 104.0 16.1 92.0 113 N 7947 537 E7643 12-6-90 10 5 5 1019 103.3 16.8 91.4 113 N 7870 538 E7486 12-6-90 10 5 5 1019 107.2 14.9 91.2 1175 N 7713 539 E 7819 12-6-90 13 5 6 1019 109.9 15.2 90.8 121 N7925 540 E7807 12-6-90 12 6 6 1020 108.6 13.1 92.4 117.5 N 7795 541 E 7707 12-6-90 12 5 7 1019 108.8 14.8 92.6 1175 N 7926 542 E 7530 12-6-90 10 6 4 1020 107.5 14.7 91.5 117.5 N 7871 543 E 7980 12-7-90 11 6 5 1020 106.4 14.9 90.5 117.5 N 7822 544 E 7822 12-7-90 12 6 6 1020 107.5 16.3 91.5 117.5 N 7835 545 E 7679 12-7-90 12 6 6 1020 108.9 11.6 92.7 117.5 N 7750 546 E 7610 12-7-90 10 6 4 1020 103.6 10.7 91.7 113 N7641 547 E 7755 12-7-90 12 6 6 1020 110.6 10.2 91.4 121 N7990 548 E 7835 12-7-90 10 6 4 1020 104.9 12.9 92.8 113 N 7820 549 E7775 12-7-90 12 7 5 1021 110.2 13.7 91.1 121 N7864 550 E 7612 12-7-90 10 6 4 1020 107.7 14.6 91.7 117.5 XXXVI A;V e e S h f O. Associates c ae er Ixon Johnson Allen Corporation August 1, 1991 A T405B SUMMARY OF FIELD DENSI1Y TESTING Design Fill Fill Test Test Field Mois. Relative Test Depth Depth Depth Elev. Dens. Cont. Compact. Soil No. Location Date (feel) (feel) (feel) (feel) (pc!) (%) (%) Type N 8160 551 E7680 12-7-90 10 7 3 1021 110.9 12.9 91.6 121 N 7370 552 E 7580 12-7-90 12 9 3 1022 115.9 12.5 91.1 127.3 N72J32 553 E7649 12-7-90 12 10 2 1023 113.0 12.6 93.4 121 N7087 554 E 7980 12-7-90 13 9 4 1020 123.8 10.4 92.7 133.5 N 6760 555 E7708 12-7-90 14 9 5 1021 123.5 11.6 92.5 133.5 N 6420 556 E7340 12-7-90 11 8 2 1024 121.6 9.1 91.1 133.5 N 7140 557 E7362 12-7-90 13 10 3 1023 130.2 7.0 97.5 133.5 N72J35 558 E 7457 12-7-90 12 10 2 1023 119.6 9.3 91.0 131.4 N7388 559 E7564 12-7-90 12 10 2 1023 125.4 6.5 94.0 133.5 N6990 , 560 E 7105 12-7-90 13 10 3 1023 124.2 10.2 93.0 133.5 N 6889 561 E 7586 12-7-90 11 9 2 1021 122.2 9.0 91.6 133.5 N7234 562 E8040 12-7-90 10 9 1 1021 129.4 8.4 %.9 133.5 N 6790 563 E 7761 12-7-90 14 10 4 1022 125.1 10.4 93.7 133,5 N 7330 564 E 7750 12-7-90 10 9 1 1022 118.2 9.1 92.9 127.3 N 7209 565 E 7323 12-7-90 12 10 2 1023 122.9 8.5 92.0 133.5 N8042 566 E7682 12-7-90 10 7 3 1021 108.7 12.0 92.5 117.5 XXXVll A,'? e e S h f O. Associates c ae er Ikon Johnson Allen Corporation August 1, 1991 A T405B SUMMARY OF FIELD DENSITY TESTING Design Fill Fill Test , Test Field Mols. Relative Test Depth Depth Depth' Elev. Dens. Cont. Compact: .. SoH No. Location Date (feet) (feel) (feel) (feel) (pef) (%) (%) 'Jype N 7913 567 E 7102 12-7-90 12 7 5 1021 105.3 15.0 93.2 113 N 7910 568 E 8027 12-7-90 11 8 3 1022 103.9 13.8 91.9 113 N 8046 569 E 7914 12-7-90 10 8 2 1022 105.0 13.4 92.9 113 N 8162 570 E 7119 12-7-90 10 8 2 1022 107.9 10.6 91.9 117.5 N 8045 571 E 7835 12-8-90 10 8 2 1022 101.5 15.9 89.8 113 N 8048 571R E 7835 12-8-90 10 8 2 1022 102.6 15.4 90.8 113 N7966 572 E8042 12-8-90 10 8 2 1022 101.2 15.1 89.5 113 N 7966 572R E 8042 12-8-90 10 8 2 1022 103.2 15.5 913 113 N 7985 573 E7968 12-8-90 11 9 2 1023 104.0 18.6 92.0 113 N7883 574 E 7526 12-8-90 10 7 3 1021 104.5 15.9 92.5 113 N 8130 575 E 7632 12-8-90 10 7 3 1021 108.8 11.0 92.6 117.5 N 7813 576 E 7532 12-8-90 10 8 2 1022 104.4 12.5 92.4 113 N7908 577 E 7767 12-8-90 12 8 4 1022 102.6 11.2 90.8 113 N 7780 578 E 7958 12-8-90 14 9 5 1023 108.4 12.5 92.3 117.5 N 772B 579 E 7970 12-8-90 14 12 2 1026 108.4 12.2 92.3 117.5 N7681 580 E7779 12-8-90 12 8 4 1022 134.1 8.1 93.0 133.5 XXXVlll * e e Schaefer Dixon Associates Johnson Allen Corporation August 1, 1991 A T405B SUMMARY OF FIELD DENSITY TESTING Design Fill Fill Test Test Field Mois, Relative Test Depth Depth Depth Elev. Dens. Conl..' Compact. Sui: No. Location Date (feet) (feet) (feel) (feet) (pcf) (%) (%) Type N7800 581 E7601 12-8-90 10 8 2 1022 127.8 6.1 91,7 131.4 N 7234 582 E8OS7 12-8-90 10 9 1 1022 126.4 7.1 92.8 ,")"1'1 ........J N7154 583 E 8085 12-8-90 11 9 2 1022 135.1 8.6 93.2 133.5 N 7382 584 ETl83 12-8-90 11 9 2 1023 125.0 8.3 90.7 127.3 N 6940 585 E 7637 12-10-90 11 8 3 1022 110.2 11.0 91.1 121 N 6812 586 E7680 12-10-90 14 8 6 1020 113.7 10.8 90.3 126 N 6807 587 E 7765 12-10-90 14 9 5 1021 114.5 10.4 90.9 126 N6713 588 E 7650 12-10-90 13 9 4 1021 121.6 10.6 91.1 133.5 N6774 589 E 7509 12-10-90 11 9 2 1021 109.5 14.0 90.5 121 N 6550 590 E7483 12-10-90 12 8 4 1022 108.0 15.5 91.9 117.5 N 6711 591 E 7412 12-10-90 11 8 3 1022 108.6 13.6 92.5 117.5 N6672 592 E7340 12-10-90 9 8 1 1022 115.7 10.0 90.9 127.3 N 6525 593 E 7212 12-10-90 8 6 2 1022 117.1 ' 9.7 92.0 127.3 N 6385 594 E7372 12-10-90 11 7 4 1023 118.5 10.7 93.1 ,127.3 N 6515 595 E 7414 12-10-90 11 7 4 1023 122.2 10.0 91.6 133.5 N 6600 596 E 7573 12-10-90 13 9 4 1023 127.8 8.7 95.7 133.5 XXXIX A;t e e S h f O. Associates c ae er Ixon Johnson Allen Corporation August 1, 1991 A T405B SUMMARY OF FIELD DENSITY TESTING Dcllsign FiH Fill Test Test Field Mois. Relative Test Depth Depth Depth Elev. Dens. Cont. Compact. Soil No, Location Date (feet) (feet) (feet) (feel) (pcf) (%) (%) Type N 6740 597 E7748 12-10-90 14 9 5 1022 118.6 11.0 90.3 131.4 N 7050 598 E 7709 12-10-90 11 9 2 1020 127.0 6.3 95.1 133.5 N 6955 599 E 7758 12-10-90 11 9 2 1020 119.4 8.0 90.8 131.4 N6908 600 E7546 12-10-90 11 9 2 1021 123.9 9.7 92.8 133.5 N 6675 601 E7480 12-10-90 11 9 2 1023 107.1 11.9 91.1 117.5 N7049 602 E7709 12-10-90 11 9 2 1020 103.9 13.2 92.0 113 N7062 603 E7847 12-10-90 11 9 2 1020 119.6 7.7 91.0 131.4 N 7158 604 E 7819 12-11-90 11 10 1 1021 112.4 10.5 90.3 124.5 N 6989 605 E7710 12-11-90 11 10 1 1021 125.8 8.6 94.3 133.5 N6860 606 E7664 12-11-90 11 10 1 1022 115.9 10.2 91.1 127.3 N 6820 607 E7445 12-11-90 11 10 1 1022 114.5 12.1 92.0 124.5 N6904 608 E7915 12-11-90 13 10 3 1021 126.2 8.6 94.5 133.5 N 7021 609 E 7854 12-11-90 13 10 3 1021 125.0 8.4 93.6 133.5 N 7271 610 E7730 12-11-90 10 9 1 1022 113.3 11.1 91.0 124.5 N 7141 611 E 7586 12-11-90 10 9 1 1023 123.0 9.3 92.2 133.5 N 6945 612 E 7378 12-11-90 10 9 1 1023 117.2 10.5 92.1 127.3 xl ~ e e S h f O. Associates c ae er Ixon Johnson Allen Corporation August 1, 1991 A T405B SUMMARY OF FIELD DENS lIT TESTING Design Fill Fill Test Test Field Mois. Relative Test Depth Depth Depth Elev. Dens. Cont. Compact. Soil No. Location Date (feet) (feet) (feet) (feet) (pcf) (%) (%) Type N 7338 613 E 7645 12-11-90 12 9 3 1022 112.7 133 90.5 124.5 N 7315 614 E 7428 12-11-90 12 8 4 1022 125.3 9.8 93.9 133.5 N 7075 615 E 7270 12-11-90 13 9 4 1023 117.3 11.5 92.1 1273 N 7243 616 E 7545 12-11-90 12 9 3 1023 108.8 12.0 92.6 117.5 N 7020 617 E 7333 12-11-90 10 9 1 1023 115.9 12.1 91.1 1273 N 7120 618 E7'l:2O 12-11-90 13 9 4 1023 114.3 11.9 91.8 124.5 N7041 619 E7682 12-11-90 11 10 1 1021 114.8 12.3 92.2 124.5 N 6685 620 E 7050 12-11-90 6 2 4 1022 117.6 10.4 92.4 127.3 N6776 621 E 6922 12-11-90 4 2 2 1022 121.5 8.7 92.5 131.4 N 6839 622 E 7020 12-11-90 6 4 2 1023 117.0 9.1 91.9 127.3 N 6818 623 E7138 12-11-90 10 8 2 1022 124.3 8.2 93.1 133.5 N 7079 624 E 7221 12-11-90 13 10 3 1024 124.0 9.2 92.9 133.5 N 7247 625 E7364 12-12-90 12 10 2 1024 120.6 8.9 91.8 131.4 N70l9 626 E 7430 12-12-90 10 10 0 1024 124.7 ,9.5 93.4 133.5 N6671 627 E 7375 12-12-90 9 9 0 1023 124.0 9.9 92.9 133.5 N 6570 628 E 7267 12-12-90 8 8 0 1024 117.6 10.6 92.4 127.3 xli A"'\ e e S h f O. Associates c ae er IXon Johnson Allen Corporation August 1, 1991 A T405B SUMMARY OF FIELD DENSITY TESTING Design , Fill Fill Test Test Field Mois. Relative Test Depth Depth Depth Elev. Dens. Cant. Compact. Soil No. Location Date (feet) (feet) (feet) (feet) (pc!) (%) (%) Type N6360 629 E7341 12-12-90 11 10 1 1026 113.8 11.5 91.4 124.5 N 6679 630 E7608 12-12-90 13 10 3 1023 112.8 13.2 90.6 124.5 N 6810 " 631 E 7553 12-12-90 11 10 1 1022 113.2 12.4 ,90,9 124.~ N7002 632 E7261 12-12-90 13 10 3 1024 113.9 12.8 91.5 124.5 N 7180 633 E 7515 12-12-90 12 10 2 1024 111.1 13.6 89.2 124.5 N 7180 633R E 7515 . 12-12-90 12 10 2 1024 117.9 11.1 92.6 127.3 N 6940 634 E7068 12-12-90 9 8 1 1024 118.0 10.1 92.7 127.3 N 6750 635 E7060 12-12-90 6 4 2 1022 ' 120.5 9.8 91.7 ....... ~ .1.).1..-' N 6840 636 E 6965 12-12-90 6 5 1 1025 116.3 13.4 93.4 124.5 N 7320 637 E 7513 12-12-90 12 11 1 1025 115.7 12.3 92.9 124.5 N 7134 638 E 7535 12-12-90 10 10 0 1024 113.5 12.2 91.2 124.5 N 6890 639 E 7653 12-12-90 11 10 1 1022 114.5 11.5 92.0 124.5 N 6882 640 E 7819 12-12-90 14 11 3 1022 112.7 10.8 90.5 124.5 N 6600 641 E7468 12-12-90 12 10 2 1024 108.6 13.2 92.4 1175 N 6680 642 E7409 12-12-90 9 9 0 1023 106.5 14.0 90.6 117.5 N 7141 643 E 7890 12-12-90 12 10 2 1021 113.4 13.6 91.1 124.5 xlii ~ e e S h f O. Associates c ae er Ixon Johnson Allen Corporation August 1, 1991 AT405B SUMMARY OF FIELD DENSITY TESTING . Design Fill Fill Test Test Field Mols. Relati-:.e Test Depth Depth Depth Elev. Dens. Cont. Compai:t. ' Soil No, Location Dale (feet) (feet) (feet) (feet) (pc!) (%) (%) Type N 7155 644 E7445 12-12-90 12 10 2 1024 107.3 12.5 91.3 117.5 N 7208 645 E 7610 12-12-90 10 10 0 1024 113.3 12.1 91.0 124.5 N 6670 646 E 7017 12-12-90 6 5 1 1023 115.2 12.9 92.5 124.5 N 7017 647 E7150 12-13-90 13 11 2 1025 107.3 11.6 91.4 117.5 N7280 648 E7386 12-13-90 12 11 1 1025 108.8 11.5 92.6 117.5 N 7226 649 E 7459 12-13-90 12 10 2 1024 108.3 12.3 92.1 117.5 N 6880 650 E 7039 12-13-90 9 9 0 1025 109.8 10.6 93.4 117.5 N7000 651 E7300 12-13-90 13 11 2 1025 114.2 12.3 91.7 124.5 N7201 652 E7380 12-13-90 12 11 1 1025 115.0 11.4 92.4 124.5 N 6782 653 E 7178 12-13-90 10 9 1 1024 106.5 11.5 90.6 117.5 N 6867 654 E 7295 12-13-90 10 10 0 1024 113.2 13.0 90.9 124.5 N 6888 655 E 7209 12-13-90 10 10 0 1024 113.8 12.0 91.4 124.5 N7208 656 E 7528 12-13-90 10 10 0 1024 106.9 13.2 91.0 117.5 N 6980 657 E7402 12-13-90 10 10 0 1024 108.4 11.3 92.3 117.5 N6990 658 E7211 12-13-90 13 11 2 1025 107.5 11.7 91.5 117.5 N7118 659 E 7347 12-13-90 13 11 2 1025 109.0 12.3 92.7 117.5 xliii Af\ e e S h f O. Associates c ae er Ixon Johnson Allen Corporation August 1, 1991 A T405B SUMMARY OF FIELD DENSIlY TESTING . Design , Fill Fill Test Test Field Mois. Relative Test Depth Depth Depth Elev. Deos. Coot. Compact. Soil No. Location Date (feet) (feet) (feet) (feet) (pcf) (%) (%) Type N 6551 660 E 7520 12-13-90 12 11 1 1025 106.9 13.7 91.0 117.5 N 6374 661 E 7320 12-13-90 11 9 2 1025 114.7 11.8 92.1 124.5 N7086 662 E 7740 12-13-90 11 10 1 1021 112.8 12.2 90,6 .. 124.5 N 6953 663 E7660 12-13-90 11 11 0 1022 110.9 8.5 89.1 124.5 N 6953 663R E7660 12-13-90 11 11 0 1022 113.9 10.9 90.5 124.5 N 6702 664 . E7344 12-13-90 9 9 0 1023 105.9 12.8 90.1 117.5 N 6522 665 E7360 12-13-90 8 8 0 1023 104.9 13.1 89.3 117.5 N 6522 665R E7360 12-13-90 8 8 0 1023 107.2 11.7 91.2 il7.5 N 6842 666 E7768 12-13-90 14 11 3 1022 113.3 12.5 91.0 124.5 N 6987 667 E 7769 12-13-90 11 10 1 1024 108.7 12.6 92.5 117.5 N 7020 668 E7112 12-13-90 13 12 1 1026 109.6 13.6 93.3 117.5 N 7030 669 E8049 12-14-90 13 11 2 1023 112.8 8.9 93.6 120.5 N 6910 670 E 7875 12-14-90 13 12 1 1024 111.4 10.5 92.4 120.5 N7006 671 E7641 12-14-90 11 11 0 1022 109.4 9.2 90.7 120.5 N 6440 672 E 7423 12-14-90 11 10 1 1026 107.8 11.4 91.7 117.5 N 6615 673 E7300 12-14-90 8 8 0 1024 102.4 17.5 90.6 113 xliv 5b e e S h f O. Associates c ae er Ixon Johnson Allen Corporation August 1, 1991 A T405B SUMMARY OF FIELD DENSIlY TESTING Design Fill Fill Test Test Field Mois. Relative Test Depth Depth Depth Elev. Dens. Cont. Compact. Soil No. Location Date (feel) (feel) (feel) (feel) (pcf) (%) (%) Type N 6573 674 E 7367 12-14-90 9 9 0 1025 112.9 11.2 93.7 120.5 N 6690 675 E 7674 12-14-90 14 12 2 1024 106.8 13.9 90.9 117.5 N 6630 676 E 7589 12-14-90 13 12 1 1025 108.4 14.8 92.2 117.5 N7168 677 E7260 12-14-90 13 12 1 1025 111.2 10.6 92.3 120.5 N 7054 678 ' E 7145 12-14-90 13 12 1 1025 113.6 9.6 91.2 124.5 N 7270 679 E7408 12-14-90 12 12 0 1025 108.0 11.7 91.9 117.5 N 6882 680 E 6980 12-14-90 7 6 1 1025 106.8 11.5 90.9 117.5 N 6730 681 E 7131 12-14-90 10 9 1 1023 110.7 11.4 91.9 120.5 N 7966 682 E 8290 12-14-90 13 13 0 1026 109.1 11.2 90.5 120.5 N 7039 683 E 7170 12-14-90 13 13 0 1026 113.9 9.8 91.5 124.5 N7112 684 E 7250 12-14-90 13 13 0 1026 105.6 9.7 89.9 117.5 N 7112 684R E7250 12-14-90 13 13 0 1026 113.5 10.9 91.2 124.5 N 7920 685 E8257 12-14-90 4 2 2 1022 109.9 13.5 91.2 120.5 N 7988 686 E 8142 12-14-90 4 2 2 1022 110.3 13.4 91.6 120.5 N 8193 687 ETIfIJ 12-14-90 2 2 0 1023 110.1 12.5 91.4 120.5 N 8050 688 E 8032 12-14-90 2 2 0 1022 112.5 12.3 93.2 120.5 xlv 5\ e e S h f 0" Associates c ae er Ixon Johnson Allen Corporation August 1, 1991 A T405B SUMMARY OF FIELD DENSITY TESTING Design Fill Fill Test Test Field Mois. Relative Test Deptb Depth Deptb Elev. Dens. Cont. Compact. Soil No. Location Date (feet) (feet) (feet) (feet) (pc!) (%) (%) Type N 8130 689 E7869 12-14-90 2 2 0 1022 111.2 12.0 92.3 120.5 N 8078 690 E 7690 12-14-90 10 9 1 1022 112.2 11.6 93.1 120.5 N 7950 691 E8240 12-15-90 5 4 1 1024 112.8 12.8 93.6 1....^ c .LuJ.J N 7981 692 E 8155 12-15-90 5 4 1 1024 110.1 11.5 91.4 120.5 N 8180 693 E 7811 12-15-90 4 4 0 1024 108.8 13.5 92.6 117.5 N 8114 694 E 7930 12-15-90 4 4 0 1024 109.8 12.5 91.2 120.5 N80lO 695 E 8125 12-15-90 5 5 0 1025 111.0 11.0 92.1 120.5 N 7912 696 E8309 12-15-90 5 5 0 1025 119.2 6.4 90.7 131.4 N 7913 697 E 7610 12-17-90 10 8 2 1022 111.7 8.9 89.7 124.5 N 7913 697R E 7610 12-17-90 10 8 2 1022 113.6 12.3 91.2 124.5 N 7948 698 E 7890 12-17-90 10 8 2 1022 114.1 9.4 91.6 124.5 N7682 699 E 7651 12-17-90 12 8 4 1022 106.9 12.5 91.0 117.5 N 7776 700 E 7853 12-17-90 13 9 4 1023 103.0 13.1 91.2 113 N 7951 701 E 7614 12-17-90 10 9 1 1023 107.3 11.6 91.1 117.5 N 8050 702 E 7710 12-17-90 10 9 1 1023 112.7 10.0 90.5 124.5 N 7890 703 E 7750 12-17-90 12 9 3 1023 112.2 10.2 90.2 124.5 xlvi Soz.- e e S h f O. Associates c ae er Ixon Johnson Allen Corporation August 1, 1991 AT405B SUMMARY OF FIELD DENSITY TESTING Design Fill Fill r.,st Test Field Mois. Relative Test Depth Depth Depth Elev. Dens. Cont. Compact. Soil No. Location Date (feel) (feel) (feel) (feel) (pc!) (%) (%) Type N 7700 704 E 7745 12-17-90 12 9 3 1023 111.5 13.4 92.5 120.5 N 7890 705 E 8030 12-17-90 11 9 2 1023 115.9 11.3 93.1 124.5 N 7899 706 E 7851 12-17-90 11 9 2 1023 106.4 12.2 90.5 117.5 N 7817 707 E 7786 12-17.90 12 9 3 1023 108.0 10.0 91.9 117.5 N7865 708 E 7582 12.17-90 10 9 1 1023 120.2 11.3 91.5 131.4 N 7740 709 E 7579 12-17-90 10 6 4 1020 110.4 10.3 91.6 120.5 N 7810 710 E 7935 12-17-90 14 10 4 1024 113.3 10.9 91.0 124.5 N 7707 711 E 7854 12-17-90 13 10 3 1024 116.9 12.7 93.9 124.5 N 8020 712 E 7662 12-17-90 10 10 0 1024 113.3 11.5 94.0 120.5 N 7771 713 E 7530 12-17-90 10 8 2 1022 117.2 11.2 97.3 120.5 N 7633 714 E 7691 12-17-90 12 9 3 1023 118.0 11.6 97.9 120.5 N 7947 715 E 7936 12-17-90 11 9 2 1023 113.7 14.5 94.4 120.5 N 8114 716 E7770 12-17-90 10 10 0 1024 112.2 16.0 93.1 120.5 N7996 717 E 7804 12-17-90 10 9 1 1023 111.7 11.2 92.7 120.5 N 8024 718 E 7963 12-18-90 11 10 1 1024 111.1 11.7 92.2 120.5 N 7890 719 E 7800 12-18-90 12 10 2 1024 105.8 11.8 90.0 117.5 xlvii S3> e e S h f O. Associates c ae er Ixon . Johnson Allen Corporation August 1, 1991 AT405B SUMMARY OF FIELD DENSI'IY TESTING Design Fill Fill Test Test Field Mois. ReInti,ve Test Depth Depth Depth Elev. Dens. ConI. Compact. Soil No. Location Date (feet) (feel) (feet) (feel) (pcf) (%) (%) Type N 7767 720 E7768 12-18-90 13 10 3 1024 110.9 10.6 92.1 120.5 N 7742 721 E 7536 12-18-90 10 2 8 1016 109.3 11.7 90.7 120.5 N 7622 722 E7647 12-18-90 12 2 10 1016 111.9 11.2 ' 89.8 124.5 N 7622 722R E 7647 12-18-90 12 2 10 1016 112.5 11.5 90.4 124.5 N 7780 723 E 7619 12-18-90 10 10 0 1024 110.3 9.4 91.5 120.5 N 7579 724 E7688 12-18-90 12 2 10 1016 111.3 10.3 92.4 120.5 N7686 725 E 7585 12-18-90 12 2 10 1016 107.6 11.6 91.6 117.5 N 7892 726 E7784 12-18-90 12 11 t 1025 107.9 12.8 91.8 117.5 N 7786 727 E 7887 12-18-90 14 11 3 1025 109.9 12.9 93.5 117.5 N7867 72.8 E 7912 12-18-90 14 11 3 1025 106.6 11.3 90.8 117.5 N 7891 729 E 7730 12-18-90 12 11 1 1024 107.2 12.2 91.2 117.5 N 7910 730 E8009 12-18-90 11 11 0 1025 107.0 11.7 91.1 117.5 N 7842 731 E 7858 12-18-90 12 11 1 1025 111.6 12.8 92.6 120.5 N 7960 732 E 7820 12-18-90 10 10 0 1024 111.2 12.4 92.3 120.5 N 7732 733 E 7690 12-18-90 12 11 1 1025 108.8 12.1 90.3 120.5 N7908 734 E 7655 12-18-90 10 10 0 1024 108.5 10.8 90.0 120.5 xlviii 5A. e e S h f O. Associates c ae er Ixon . Johnson Allen Corporation August 1, ]991 A T405B SUMMARY OF FIELD DENSIlY TESTING - Design ,Fill Fill Test Test Field Mois. Relative Test Depth Depth Depth Elev. Dens. Cont. Compact. Soil No. Location Date (feel) (feel) (feel) (feel) (pcf) (%) (%) Type N7802 735 E 7976 12.18-90 14 12 2 1026 107.1 12.7 91.2 117.5 N 7693 736 E 7825 12.18-90 13 11 2 1025 108.5 11.9 92.3 117.5 N7660 737 E 7630 12-19-90 12 3 9 1017 110.0 13.2 91.3 ' , 121J.5 N 7615 738 E 7672 12-19.90 12 3 9 1017 111.2 9.9 92.3 120.5 N 7659 739 E 7754 12-19-90 12 12 0 1026 112.3 9.3 93.2 120.5 N 7750 740 E7713 12-19-90 12 12 0 1026 107.4 12.9 91.4 117.5 N 7760 741 E 7932 12.19-90 14 12 2 1026 106.1 14.0 90.3 117.5 N 7895 742 E7685 12-19-90 12 12 0 1026 108.9 12.3 92.7 117.5 N 7735 743 E7804 12-19-90 13 12 1 1026 109.8 12.2 93.5 ' 117.5 N 7800 744 E 7948 12-19-90 14 13 1 1027 109.5 10.7 93.2 117.5 N 7702 745 Em9 12-19-90 13 13 0 1027 106.4 12.2 90.5 117.5 N6448 746 E 7114 12-21-90 5 2 3 1023 113.9 12.1 91.5 124.5 N 6330 747 E7128 12-21-90 5 2 3 1023 112.3 11.9 93.2 120.5 N 6298 748 E 7269 12-21-90 8 2 6 1024 117.6 10.3 92.4 127.3 N6280 749 E7224 12-21-90 8 3 5 1025 121.3 7.9 92.3 131.4 N 6417 750 E7060 12-21-90 4 3 1 1025 127.2 7.3 93.0 ,131.4 xlix 55 e e S h. f O' Associates c ae er Ixon . Johnson Allen Corporation August 1, 1991 AT405B SUMMARY OF FIELD DENSITY TESTING - Design Fill Fill Test Test Field Mois. Retative , Test Depth Depth Depth Elev. Dens. Cont. Com pact. Soli No. Location Date (feel) (feel) (feel) (feel) (pc!) (%) (%) Typ~ N6340 751 E 7021 12-21-90 4 2 2 1026 121.7 9.0 91.2 133.5 N 6225 752 E7172 12-22-90 5 2 3 1027 119.3 9.4 90.8 131.4 N6223 753 E 7226 12-22-90 8 4 4 1026 119.7 9.9 91.1 131.4 N 6377 754 E7109 12-22-90 5 4 1 1025 116.2 11.1 91.3 127.3 N6281 755 E7186 12-22-90 8 5 3 1027 120.9 9.2 92.0 1..,1 ... J.JJ...... N6348 756 E 7070 12-22-90 5 3 2 1024 123.0 8.1 92.1 133.5 N 6315 757 E 6976 12-26-90 4 2 2 1026 120.1 9.0 91.4 131.4 N6250 758 E 7026 12-26-90 4 3 1 1027 120.8 8.2 90.5 133.5 N6137 759 E7132 12-26-90 5 2 3 1028 121.2 7.8 90.8 133.5 N 6390 760 E 7079 12-26-90 5 4 1 1026 120.7 8.8 91.9 131.4 N6307 761 E7230 12-26-90 8 6 2 1028 117.9 10.2 92.6 127.3 N 6310 762 E 7160 12-26-90 8 7 1 1029 121.4 10.0 92.4 131.4 N 6182 763 E 7121 12-27-90 5 3 2 1028 116.4 9.5 91.4 127.3 N 6259 764 E6990 12-27-90 4 3 1 1027 121.5 8.9 92.5 131.4 N 6249 765 E 7088 12-27-90 5 4 1 1029 121.5 8.1 92.5 131.4 N 6099 766 E 7030 12-27-90 4 2 2 1032 124.7 7.9 93.4 133.5 ~~ e e S h f O. Associates c ae er 'XO" Johnson Allen Corporation August 1, 1991 A T405B SUMMARY OF FIELD DENSITY TESTING Design . Fill Fill Test Test Field Mois. Relative Test Depth Depth Depth Elev. Dens. Cont. Compact. Soil No. Location Date (feel) (feel) (feet) (feet) (pc!) (%) (%) Type N6253 767 E 6918 12-27-90 3 2 1 1030 119.4 9.3 90.9 131.4 N6150 768 E 6816 12-27-90 3 2 1 1033 120.9 8.7 92.0 131.4 N 5984 769 E 6930 12-27-90 4 2 2 1035 118.0 10.6 92.7 127.3 N 6116 770 E 6461 12-28-90 2 2 0 1038 120.4 8.0 91.6 131.4 N 6104 771 E 6310 12-28-90 9 2 7 1047 119.8 9.0 91.2 131.4 N 6210 772 E6251 12-28-90 13 2 11 1045 118.9 10.5 90.5 127.3 N 6045 773 E6340 12-28-90 9 4 5 1049 121.0 8.8 92.1 131.4 N 6179 774 E6264 12-28-90 13 4 9 1047 122.4 8.7 91.7 133.5 N6080 775 E6282 12-28-90 9 5 4 1050 123.5 7.7 92.5 133.5 N6280 776 E 6212 12-28-90 13 3 10 1046 121.8 8.6 92.7 131.4 N 6020 777 E6309 12-28-90 9 6 3 1051 119.4 9.1 90.9 131.4 N 6152 778 E6253 12-28-90 13 6 7 1049 119.6 8.9 91.0 131.4 N6260 779 E6202 12-28-90 13 7 6 1052 116.1 11.0 91.2 127.3 N 6220 780 E 6211 12-28-90 13 8 5 1053 119.3 9.0 90.8 131.4 N 6038 781 E 6278 12-28-90 9 7 2 1052 114.3 12.2 91.8 124.5 N 6117 782 E 6251 12-28-90 13 8 5 1053 117.9 9.1 92.6 127.3 Ii 5\ e e S h f O. Associates c ae er. JXOf"! Johnson Allen Corporation August 1, 1991 A T40SB SUMMARY OF FIELD DENSIlY TESTING - Design Fill Fill Test Test Field Mois. Relative Test Depth Depth Depth Elev. Dens. Cont. Compact. Soil No. Location Date (feet) (feel) (feel) (feet) (pc!) (%) (%) Type N 7564 846 E7340 5-23-91 11 2 9 1016 116.7 12.4 91.5 127.5 N72fl2 847 E 7015 5-23-91 12 3 9 1017 121.3 10.3 92.3 131.4 N 7518 848 E7160 5-23-91 11 3 8 1017 116_8 10.1 91.6 127.5 N7360 849 E 7132 5-23-91 12 3 9 1017 117.8 9.6 92.4 127.5 N7400 850 E 6970 5-24-91 11 2 9 1016 116.8 8.6 91.6 127.5 N 7654 851 E 7509 5-24-91 11 2 9 1016 117.7 9.4 92.3 127.5 N7402 852 E 7374 5-24-91 14 3 11 1017 115.0 8.8 90.2 127.5 N 7576 853 E 7588 5-2fl-91 14 2 12 1016 119.3 12.1 90.8 131.4 N 7572 854 E 7629 5-2fl-91 13 2 11 1016 125.1 9.2 93.7 133.5 N 7479 855 E 752fl 5-2fl-91 13 3 10 1017 121.4 12.9 92.4 131.4 N7348 856 E 7331 5-2fl-91 14 3 11 1017 123.6 13.3 94.1 131.4 N 7211 857 E 7270 5-2fl-91 14 1 13 1015 117.3 14.5 92.0 127.3 N7300 858 E 7356 5-2fl-91 14 3 11 1017 123.6 13.9 92.6 133.5 N 7572 859 E 7520 5-2fl-91 13 3 10 1017 121.8 10.9 91.2 133.5 N7643 860 E72fl9 5-2fl-9] 11 3 8 1017 120.2 11.6 91.5 131.4 N 7430 861 E 7218 5-29-91 ]2 3 9 1017 119.0 16.1 93.5 127.3 lvi ~ e e S h f O. Associates c ae er Ixon Johnson Allen Corporation August 1, 1991 AT405B SUMMARY OF FIELD DENSIlY TESTING Design Fill Fill Test Test Field Mols. Relative Test Depth Depth Depth Elev. Dens. Cont. Compact. SoU No. Location Date (feet) (feel) (feel) (feel) (pc!) (%) (%) Type N 7140 862 E 6910 5-29-91 11 3 8 1017 116.6 14.6 91.6 127.3 N 7010 863 E 7017 5-29-91 12 3 9 1017 114.2 10.2 90.1 127.3 N 7020 864 E6908 5-29-91 11 4 7 1018 1093 10.6 93.0 117.5 N 7790 865 E7445 5-29-91 11 3 8 1017 111.1 12.4 92.2 120.5 N7235 866 E 7115 5-29-91 13 4 9 1018 106.8 8.4 88.6 120.5 N7235 866R E 7115 5-29-91 13 4 9 1018 110.1 9.2 91.4 120.5 N 7525 867 E 7455 5-29-91 13 4 9 1018 114.5 10.1 92.6 124.0 N 7530 868 E7200 5-29-91 11 4 7 1018 117.0 10.0 91.9 127.3 N 7630 869 E 7369 5-29-91 11 4 7 1018 114.1 11.4 92.0 124.0 N 7270 870 E7099 5-29-91 13 4 9 1018 115.4 11.7 93.1 124.0 N 7472 871 E 7431 5-29-91 14 5 9 1019 115.3 9.3 90.6 127.3 N7264 872 E 6850 5-30-91 10 4 6 1018 116.4 11.2 91.4 127.3 N7680 873 E 7476 5-30-91 11 5 6 1019 119.2 7.6 90.7 131.4 N7401 874 E7238 5-30-91 12 5 7 1019 122.3 9.5 91.6 133.5 N7487 875 E 7319 5-30-91 12 4 8 1018 113.6 13.2 92.0 123.5 N 7332 876 E 6930 5-30-91 11 4 7 1018 117.2 10.4 92.1 127.3 lvii ~ e e S h f O. Associates , C ae er lxon Johnson Allen Corporation August 1, 1991 A T405B SUMMARY OF FIELD DENSIlY TESTING Design Fill Fill Test 'fest Field Mols. Relative Test Depth Depth Depth Elev. Dens. Cont. Compact. Soli No. Location Dale (feet) (feet) (feet) (feet) (pcf) (%) (%) -I' .Type N 7135 877 E 7137 5-30-91 14 5 9 1019 116.7 10.5 91.7 127.3 N7408 878 E73lO 5-30-91 13 5 8 1019 116.2 8.8 91.3 127.3 N76W 879 E7305 5-30-91 11 4 7 1018 1W.8 9.0 90.5 133.5 N7600 880 E 7430 5-31-91 12 5 7 1019 114.7 14.5 92.5 124.0 N7200 881 E 7012 5-31-91 12 4 8 1018 118.0 10.5 92.7 127.3 N 7720 882 E 7312 5-31-91 11 5 6 ,1019 119.7 7.9 91.1 131.4 N7461 883 E7140 5-31-91 11 6 5 lOW 115.6 9.2 90.8 127.3 N 7535 884 E 7500 5-31-91 13 5 8 1019 112.5 13.3 91.8 122.5 N7700 885 E7460 5-31-91 11 5 6 1019 113.2 14.2 92.4 122.5 N 7430 886 E7345 5-31-91 13 6 7 lOW 122.2 8.4 93.0 131.4 N 7230 887 E 7039 5-31-91 13 6 7 1020 117.4 10.6 M~ 127.3 7~.k N 7210 888 E 7238 6-3-91 14 3 11 1017 116.9 12.6 90.6 129.0 N 7074 889 E7100 6-3-91 14 5 9 1019 121.6 11.4 92.6 131.4 N7680 890 E 7429 6-3-91 11 4 7 1018 112.6 11.8 91.2 123.5 N 7405 891 E 7103 6-3-91 11 4 7 1018 114.2 10.7 92.5 123.5 N 7322 892 E 7019 6.3-91 12 4 8 1018 115.1 9.4 90.4 127.3 Iviii rp e e S h f O. Associates "' C Be er -Ix()In Johnson Allen Corporation August 1, 1991 A T405B SUMMARY OF FIELD DENSIlY TESTING Design Fill Fill Test Test Field Mois. Relative ,Test Depth Depth Depth Elev. Dens. Cont. Compact. Soil No. Location Dale (feel) (feel) (feel) (feel) (pc!) (%) (%) .Typc N 7074 893 E6961 6-3-91 11 5 6 1019 115.5 14.4 90.7 127.3 N 7173 894 E 6837 6-3-91 10 5 5 1019 122.4 9.4 91.7 133.5 N 7330 895 E72W 6-3-91 13 6 7 lOW 125.4 9.8 93.9 133.5 N 7633 896 E 7618 6-3-91 12 5 7 1019 126.8 9.7 95.0 133.5 N 7570 897 E7239 6-3-91 11 5 6 1019 126.9 11.3 95.1 133.5 N7252 898 E 7157 6-4-91 13 6 7 lOW ,122.2 12.0 91.5 133.5 N7600 899 E 7500 6-4-91 12 6 6 lOW 115.3 12.7 90.6 127.3 N 7170 900 E7W1 6-4-91 15 5 10 1019 126.2 9.2 94.5 133.5 N 7135 901 E 7029 6-4-91 13 4 9 1018 128.2 7.2 96.0 133.5 N7461 902 E72W 6-4-91 11 5 6 1019 127.6 6.2 95.6 133.5 N 7316 903 E6900 6-4-91 12 5 7 1019 117.3 13.0 92.2 1.,,,,,,] .lLof,J N 7527 904 E7402 6-4-91 12 6 6 lOW 118.8 10.6 93.3 127.3 N7661 905 E 7589 6-4-91 11 6 5 1020 119.7 12.2 91.1 131.4 N7401 906 E 7155 6-5-91 11 4 7 1018 122.2 13.7 91.6 133,.5 N7162 907 E 6980 6-5-91 13 7 6 1021 115.5 6.3 90.7 127.3 N 7540 908 E 7572 6-5-91 13 6 7 1020 112.3 12.2 90.9 123.5 lix ~\ e e Sch f O. Associates .. ae_er Ixon , Johnson Allen Corporation August 1, 1991 AT40SB SUMMARY OF FIELD DENSI1Y TESTING Design Fill . Fill Test Test Field Mols. Relative Test Depth Depth Depth Elev. Dens. Cont. Compact. Soil No. Location Dale (feet) (feet) (feet) (feet) (pc!) (%) (%) Type N 6031 783 E 6353 12-29-90 9 8 1 1053 119.2 10.2 93.6 127.3 N6263 784 E6251 12-29-90 13 9 4 1054 120.9 8.6 91.0 131.4 N6'l27 785 E 6263 12-29-90 13 10 3 1055 120.0 7.8 91.3 131.4 N 6155 786 E6280 12-29-90 13 9 4 1054 1'l2.3 8.2 91.6 133.5 N 6220 787 E6231 12-29-90 13 11 2 1056 119.8 8.8 91.2 131.4 N 6073 788 E 6330 12-29-90 9 9 0 1054 116.4 10.0 91.4 127.3 N6308 789 E 6207 12-29-90 13 11 2 1056 115.1 9.4 90.4 127.3 N 6244 790 E 6224 12-29-90 13 12 1 1057 112.7 8.0 88.5 127.3 N 6244 790R E 6224 12-29-90 13 12 1 1057 115.8 9.5 91.0 127.3 N6117 791 E 6852 12-30-90 3 3 0 1035 122.1 8.0 92.9 131.4 N 5988 792 E 6879 12-30-90 4 4 0 1036 112.2 nn 90.1 124.5 7.7 N 5930 793 E 6824 12-30-90 2 2 0 1039 116.7 8.2 91.7 127.3 N5887 794 E 6675 12-30-90 2 2 0 1044 120.6 6.7 91.8 131.4 N6727 795 E 6920 12-30-90 4 4 0 1028 115.8 10.1 93.0 124.5 N 7704 796 E8062 12-30-90 15 15 0 1028 106.8 9.7 90.9 117.5 N 7780 797 E 8218 12-30-90 12 12 0 1025 106.0 10.9 90.2 117.5 ~ Iii ~v e e S h f n' Associates c ae e!' _!:l!.on Johnson Allen Corporation August 1, 1991 A T405B SUMMARY OF FIELD DENSIlY TESTING Design Fill Fill Test Test Field Moi.. Relative Test Depth Depth Depth Elev. Dens. Cont. Compact. Soli No. Location Date (feet) (feet) (feet) (feet) (pcf) (%) (%) Type N 7512 798 E7880 12-30-90 12 12 0 1025 103.9 12.0 92.0 113 N7445 799 E7660 12-30-90 12 12 0 1024 110.1 9.2 91.0 121 N7460 800 E 8357 1-2-91 10 10 0 1023 106.8 9.2 90.9 117.5 N 7340 801 E8262 1-2-91 11 11 0 1025 107.2 8.8 91.2 117.5 N5968 802 E 6670 1-2-91 0 0 0 1036 124.2 6.7 94.5 131.4 N 7940 803 E8105 1-2-91 11 11 0 1024 109.3 JO.9 90.3 121 N 6614 804 E6850 1-3-91 0 0 0 1029 120.9 7.7 92.0 131.4 N 6451 805 E 6780 1-3-91 0 0 0 1030 123.9 6.1 92.8 133.5 N 6400 806 E 6708 1-3-91 0 0 0 1032 124.7 8.0 93.4 133.5 N 6311 807 E 6569 1-3-91 0 0 0 1036 120.1 7.5 91.4 131.4 N 6315 808 E 6569 1-3-91 0 0 0 1039 120.4 9.0 91.6 131.4 N 5955 809 E 66]5 ]-3-9] 0 0 0 ]046 116.4 ]1.6 93.5 ]24.5 N5869 810 E 6482 1-3-91 0 0 0 1047 114.8 11.8 92.2 ]24.5 N 5931 811 E 6560 1-3-91 2 2 0 ]043 122.3 7.4 93.1 131.4 N 8105 812 E 7813 ]-]5-91 10 10 0 1023 109.4 13.9 90.8 120.5 N 7735 813 E 7926 1-15-91 14 ]4 0 1027 109.8 14.3 91.1 120.5 liii (p~ e e S h f O. Associates c ae er Ixon Johnson Allen Corporation August 1, 1991 AT405B SUMMARY OF FIELD DENS lIT TESTING Design , Fill Fill Test Test Field Mols. Relative Test Deptb Deptb Deptb Elev. Dens. Cont. Compact. Soli No. Location Date (feet) (feet) (feet) (feet) (pcf) (%) (%) Type N7807 814 E 7810 1-15-91 12 12 0 1027 115.0 12.0 92.4 124.5 N7961 815 E 7712 1-15-91 10 10 0 1026 110.6 13.1 91.8 120.5 N 8016 816 E 7630 1-16-91 10 10 0 1024 111.2 12.2 92.3 120.5 N 6060 817 E 6358 1-16-91 9 3 6 1049 112.8 13.5 90.6 124.5 N 6224 818 E6283 1-16-91 13 1 12 1046 119.8 9.3 91.2 131.4 N 6087 819 E 6432 1-17-91 0 0 0 1041 115.8 11.9 93.0 124.5 N 6002 820 E 6415 1-17-91 4 2 2 1043 116.5 10.5 93.6 124.5 N 5971 821 E 6338 1-17-91 4 4 0 1049 114.7 12.1 92.1 124.5 N6919 822 E 7962 1.18-91 13 9 4 1022 108.6 9.9 90.1 120.5 N 6690 823 E 7741 1-18-91 14 10 4 1021 109.1 10.6 90.5 120.5 N 6531 824 E 7585 1-18-91 12 10 2 1024 113.3 13.4 91.0 124.5 N 6370 825 E 7413 1-21-91 11 10 1 1027 108.8 13.6 90.3 124.5 N7360 826 E 7030 5-20-91 12 1 11 1015 120.4 9.2 91.6 131.4 N 7543 827 E 7258 5-20-91 11 1 10 1015 119.3 9.0 90.8 131.4 N7112 828 E 7081 5-20-91 14 1 13 1015 117.7 8.6 92.3 127.3 N 7242 829 E 694D 5-20-91 12 2 10 1016 116.7 9.2 91.5 127.3 liv ~'\ e e ScL . 0" Associates "ae.er (xon iJohnson Allen Corporation August 1, 1991 A T405B SUMMARY OF FIELD DENSITY TESTING Design Fill Fill Test Test Field Mois. Relatiye Test Depth Depth Depth Elev. Deos. ConI. Compact. Soil No. LocatioD Date (feet) (feet) (feet) (feet) (pcf) (%) (%) Type N 7372 830 E 7198 5-20-91 11 1 10 1015 115.6 8.5 90.7 127.3 N7405 831 E7440 5-21-91 14 1 13 1015 116.4 10.2 91.3 127,3 N 7302 832 E7090 5-21-91 12 2 10 1016 115.5 9.6 90.6 127.3 N77lO 833 E 7355 5-21-91 11 2 9 1016 120.2 10.0 91.5 131.4 N7440 834 E 7055 5-21-91 11 2 9 1016 t21.3 9.6 92.3 131.4 N 7515 835 E7341 5-21-91 11 3 8 1017 116.8 9.2 .91.6, 127.3 N 7738 836 E7482 5-22-91 10 1 9 1015 120.4 10.2 91.6 131.4 N 7485 837 E72fJ5 5-22-91 11 2 9 1016 121.2 9.1 92.2 131.4 N 7565 838 E 7430 5-22-91 12 2 10 1016 115.4 8.6 90.5 127.5 N 7322 839 E7280 5-22-91 13 2 11 1016 116.4 9.3 91.3 127.5 N 7450 840 E 7165 5-22-91 11 1 10 1015 118.8 9.0 93.2 127.5 N 7638 841 E 7557 5-22-91 12 1 11 1015 121.6 8.8 91.1 133.5 N 7631 842 E 7230 5-22-91 11 2 9 1016 123.4 8.0 92.4 133.5 N7300 843 E 7150 5-22-91 13 2 11 1016 118.6 10.3 93.0 127.5 N7640 844 E 7423 5-23-91 11 2 9 1016 115.5 12.0 90.6 127.5 N 7225 845 E 7200 5-23-91 14 2 12 1016 116.2 9.1 91.1 127.5 Iv c.,-j e e .seA <- D" Associates . aeM::'r u:on ,J ohnson Allen Corporation August 1, 1991 A T405B SUMMARY OF FIELD DENSITY TESTING Design , Fill Fill Test Test Field Mois. Relative Test' Depth Depth Depth Elev. Dens. Cont. Compact. SoU No. Location Date (feet) (feet) (feet) (feet) (pc!) (%) . (%) Type N7360 909 E7260 6.5-91 13 6 7 1020 116.7 8.4 91.7 1273 N 7705 910 E 7542 6-5-91 11 6 5 1020 129.8 9.5 97.2 133.5 N7400 911 E 7019 6-5-91 12 6 6 1020 126.2 10.5 94.5 133.5 N7263 912 E 7221 6-5-91 14 5 9 1019 111.4 5.5 87.5 1273 N7263 912R E 7221 6-5-91 14 5 9 1019 116.4 8.1 91.4 1273 N 7115 913 . E 7162 6-5.91 15 7 8 1021 .,115.8 .7.8 _91.0 . 127.3 N 7771 914 E7480 6-5-91 10 6 4 1020 127.5 8.8 95.5 133.5 N7446 915 E 7107 6-5-91 11 6 5 1020 125.9 8.8 94.3 133.5 N 7589 916 E 7670 6-5-91 12 7 5 1021 121.7 10.5 91.2 133.5 N 7270 917 E7306 6-6-91 14 7 7 1021 112.2 12.9 90.9 123.5 N 7390 918 E7213 6-6.91 13 7 6 1021 i17.3 11:8 92.1 127.3 N 7572 919 E7388 6-6-91 11 6 5 1020 116.1 10.0 91.4 127.3 N 7056 920 E 7014 6-6-91 14 7 7 1021 120.1 9.0 91.4 131.4 N 7038 921 E 6725 6-6-91 6 1 5 1023 119.2 11.3 90.7 131.4 N 6924 922 E 6836 6-6-91 8 1 7 1022 122.7 7.7 91.9 133.5 N 6815 923 E67('f) 6-6-91 4 2 2 1024 117.4 12.1 92.2 127.3 Ix (/0 e e S h ~ n.: Associates c ae.er L7tXGii Johnson Allen Corporation August 1, 1991 A T405B SUMMARY OF FIELD DENSIlY TESTING - Design Fill Fill Test Test ,Field Mois. Relntive Test Depth Depth Depth Elev. :Dens. Cant. Compact. Soil No. Location Date (feet) (feet) (feet) (feet) (pcl) (%) (%J. . Tyj>e N 7214 924 E 6882 6.6-91 10 2 8 1021 122.2 9.4 91.5 133.5 N 7512 925 E 7249 6-6-91 11 8 3 1022 123.5 11.0 92.5 133.5 N7180 926 E 7115 6-6-91 14 7 7 1021 117.6 8.9 92.4 127.3 N 7430 927 E 7411 6-6-91 14 7 7 1021 112.5 13.2 91.1 123.5 N 6941 928 E 6670 6-7-91 5 2 3 1023 120.8 9.1 91.9 131.4 N 6865 929 E 6791 6-7-91 5 2 3 1023 ,123.6 9.8 92.6 .. 133.5 N7285 930 E 7276 6-7-91 14 7 7 1021 121.1 7.6 90.7 133.5 N7201 931 E 6923 6-7-91 12 7 5 1021 117.4 10.8 92.2 127.3 N 7610 932 E 7250 6-7-91 11 7 4 1021 113.4 14.2 91.8 123.5 N 7179 933 E 7070 6-7-91 13 7 6 1021 113.1 12.0 91.6 123.5 N7039 934 E 6838 6-7-91 10 3 7 1022 124.7 9.5 93.4 133.5 N6995 935 E 6614 6-7-91 4 2 2 1023 120.9 8.2 92.0 131.4 N 7310 936 E6990 6-10-91 12 7 5 1021 116.2 12.2 91.3 127.3 N 7525 937 E 7325 6-10-91 11, 7 4 1022 120.5 7.5 91.7 131.4 N 7679 938 E 7543 6-10-91 11 5 6 1024 122.8 9.0 92.0 133.5 N 7495 939 E 7508 6-10-91 13 7 8 1022 121.4 10.0 90.9 133.5 Lxi l&>1 e e S h f O. Associates c ae cr. Ixon Johnson Allen Corporation August I, 1991 AT405B SUMMARY OF FIELD DENSITY TESTING Design Fill Fill Test Test Field Mois. Relative ,Test Depth Depth Depth Elev. Dens. Cont. Com pact. Soil No. Loeation Date (feel) (feel) (feet) (feet) (pet) (%) (%) 1)1'" N7188 940 E 7150 6-10-91 15 9 6 1023 118.8 8.8 90.4 131.4 N 6942 941 E 6938 6-10-91 10 6 4 1021 117.5 9.4 92.3 127.3 N 6975 942 E 6790 6-10-91 7 4 3 1024 123.5 10.1 92.5 133.5 N7680 943 E7382 6-10-91 11 6 5 1022 122.0 11.1 91.4 133.5 N 7577 944 E 7500 6-11-91 12 6 6 1022 108.1 13.5 87.5 123.5 N 7577 944R E 7500 6-11-91 12 6 6 1023 113.1 11.1 _,91.6 .123.5 N 7320 945 E 7116 6-11-91 13 7 6 1022 118.9 8.2 93.4 127.3 N 7750 946 E 7455 6-11-91 11 5 6 1022 123.6 7.4 92.6 133.5 N 7746 947 E 7743 6-11-91 12 5 7 1023 121.6 10.7 91.1 133.5 N 7414 948 E7260 6-11-91 12 5 7 1023 121.8 10.9 91.2 133.5 N 7708 949 E 7512 6-11-91 10 6 4 1024 121.2 9.4 92.2 13].4 N 7035 950 E 6891 6-11-91 ]0 5 5 1023 120.6 8.9 91.8 131.4 N 7248 951 E6992 6-11-91 12 5 7 1023 123.6 11.8 92.6 133.5 N 7411 952 E 7089 6-11-9] 12 5 7 1022 122.2 9.5 91.5 133.5 N 7459 953 E 7370 6-12-9] 13 6 7 1023 115.7 13.3 90.9 127.3 N7360 954 E 7070 6-12-91 12 5 7 1023 120.8 8.1 91.9 131.4 \xii ~ e e S h f O. Associates c ae er ,xon . Johnson Allen Corporation August 1, 1991 A T405B SUMMARY OF FIELD DENSIlY TESTING Design Fill Fill Test Test Field Mols. Relative Test Depth Depih Depth Elev. Dens. Cont. Compact. Soli No. Location ' Date (feel) (feel) (feet) (feel) (pcf) (%) .. (%) Type N 7118 955 E6830 6-12-91 10 5 5 1024 119.3 8.2 90.8 131.4 N 7300 956 E7228 6-12-91 14 6 8 1023 118.3 12.9 92.9 127.3 N 7456 957 E 7290 6-12-91 12 5 7 1021 124.7 10.3 93.4 133.5 N 7527 958 E 7540 6-12-91 13 8 5 1022 123.8 9.7 92.7 133.5 N7500 959 E 7174 6-12-91 11 7 4 1022 115.8 11.8 91.0 127.3 N7668 960 E7349 6-12-91 11 6 .5 1021 118.4 10.6 -93.0. 127.3 N 6927 961 E 672fJ 6-13-91 5 0 5 1025 112.9 9.6 91.4 123.5 N 6860 962 E 67fIJ 6-13-91 4 0 4 1026 116.0 8.0 91.1 127.3 N 7052 %3 E 6650 6-13-91 6 2 4 1027 118.9 11.4 90.5 131.4 N 7379 964 E 7152 6-13-91 12 6 6 1023 114.2 14.2 92.5 123.5 N 7622 965 E7400 6-13-91 1 6 5 1022 124.2 10.2 93.0 133.5 N 7602 966 E 7540 6-13-91 12 7 5 1023 120.8 6.9 91.9 131.4 N 7168 967, E 7023 6-13-91 13 8 5 1022 123.8 9.1 92.7 133.5 N 6870 968 E 6846 6-13-91 8 4 4 1025 124.0 8.8 92.9 133.5 N 7270 969 E7120 6-13-91 13 8 5 1024 113.4 5.5 89.1 127.3 N 7270 969R E 7120 6-13-91 13 8 5 1024 117.1 8.3 92.0 127.3 !xiii V\ e e S h ef O. Associates . 'p c a er 1](0., Johnson Allen Corporation August 1, 1991 A T405B SUMMARY OF FIELD DENSITY TESTING Design Fill Fill Test Test Field Mois. Relative Test Deptb Deptb Deptb Elev. Dens. Cont. Compact. Soil No. Location Date (jeet) (jeet) (jeet) (jeet) (pc!) (%) '(%j Type N7487 970 E 7193 6-14-91 11 7 4 1023 122.0 11.4 91.4 133.5 N 7370 971 E 7375 6-14-91 14 7 7 1022 118.8 7.7 90.4 131.4 N 6977 972 E 6868 6-14-91 9 4 5 1023 117.2 10.7 92.1 127.3 N7074 973 E6932 6-14-91 10 6 4 1024 116.9 9.9 91.8 127.3 N 6819 974 E6824 6-14-91 6 2 4 1025 123.8 8.2 92.7 133.5 N7']j1,2 975 E7188 6-17-91 14 10 4 1025 121.4 . 6.9., 92.4 131.4 N 767JJ 976 E7600 6-17-91 13 9 4 1024 121.9 8.4 91.3 133.5 N 6988 977 E 6576 6-17-91 3 1 22 1027 122.0 10.4 91.4 133.5 N 7150 978 E 6869 6-17-91 10 7 3 1025 121.2 7.7 90.8 133.5 N 7493 979 E7460 6-17-91 14 10 4 1025 120.8 10.4 91.9 131.5 N 7012 980 E 6957 6-17-91 12 9 3 1028 117.2 '8.3 92.1 127.3 N 7548 981 E7300 6-17-91 11 7 4 1022 124.2 ,9.0 93.0 133.5 N 7179 982 E 6960 6-17-91 12 9 3 1025 123.6 9.5 92.6 133.5 N 7338 983 E 7255 6-18-91 14 10 4 1025 125.1 9.2 93.7 133.5 N7507 984 E7488 6-18-91 13 1 3 1025 121.8 9.4 92.7 131.4 N 6950 985 E 6812 6-18-91 8 4 4 1026 120.2 10.6 91.5 131.4 !xiv ,0 e e S h f O. Associates c ae er Ixon Johnson Allen Corporation August 1, 1991 A T405B SUMMARY OF FIELD DENS lIT TESTING Design , Fill Fill Test Test Field Mois. Relative Test Depth Depth Depth Elev. Dens. Cont. Compact. Soil No. Location Date (feel) (feel) (feel) (feel) (pcf) (%) (%) Type N 7382 986 E 7316 6-18-91 14 12 2 1027 116.5 12.4 91.5 127.3 N 7110 987 E 6765 6-18-91 ,10 5 5 1024 120.9 6.6 90.6 133.5 N 7055 988 E 6760 6-18-91 6 3 3 1025 123.0 11.9 92.1 133.5 N 7430 989 E 7191 6-18-91 11 9 2 1025 122.0 8.5 91.4 133.5 N 7174 990 E 6938 6-18-91 12 9 3 1025 121.3 7.9 92.3 131.4 N6990 991 E 6918 6.19-91 10 6 4 1026 116.4 10.5 91.4 127.3 N 7582 992 E 7615 6-19-91 13 9 4 1024 122.8 9.6 92.0 133.5 N 7622 993 E7349 6.19-91 11 8 3 1023 117.6 4.8 89.5 131.4 N 7622 993R E7349 6.19-91 11 8 3 1023 119.6 7.2 91.0 131.4 N 7458 994 E 7330 6.19-91 12 10 2 1026 123.9 8.8 92.8 133.5 N6990 995 E6729 6-19.91 6 4 2 1027 121.2 9.1 92.2 131.4 N 7150 996 E7065 6.19-91 11 7 4 1027 124.3 7.7 93.1 133.5 N6908 997 E 6910 6-19.91 10 5 5 1026 123.4 7.9 92.4 133.5 N7365 998 E 7427 6.19-91 14 12 2 1027 123.9 8.3 92.8 133.5 N 7325 999 E 7051 6.19-91 12 10 2 1025 123.0 8.4 92.1 133.5 N 7493 1000 E7400 6.20-91 12 10, 2 1026 124.7 10.6 93.4 133.5 !xv ,\ e e S h ' -. Associates c aerer ulxon Johnson Allen Corporation August 1, 1991 A T405B SUMMARY OF FIELD DENSITY TESTING . Design Fill Fill Test Test Field Mois. Relative, Test Depth Depth Depth Elev. Dens. Cont. Compact; Soil No. Location Date (feel) (feel) (feel) (feel) (pcf) (%) ('?o) Type N7307 1001 E7308 6-20-91 14 12 2 1027 117.2 8.0 92.1 , - ..127.3 N 7570 1002 E 7415 6-20-91 12 10 2 1026 116.1 11.2 91.2 127.3 N 7341 1003 E 7162 6-20-91 13 11 2 1028 123.2 7.2 92.3 133.5 N 7100 1004 E 6875 6-20-91 10 7 3 1027 123.4 7.9 92.4 133.5 N 6950 1005 E 6631 6-20-91 4 2 2 1027 119,7 10.1 91.1 131.4 N 7039 1006 E 6945 6-20-91 12 10 2 1028 '115:3 9.5 90.6 . 127.3 N7209 1007 E 6982 6-20-91 12 11 1 1027 121.5 9.3 92.5 131.4 N 7208 1008 E7160 6-20-91 14 11 3 1027 123.9 10.5 92.8 133.5 N 6950 1009 E 6960 6-20-91 10 8 2 1029 120.8 9.6 91.9 131.4 N 7422 1010 E7140 6-20-91 11 9 2 1025 122.6 9.1 93.3 131.4 N 7456 1011 E 7476 6-21-91 14 12 2 1026 116.9 12.0 91.8 127.3 N 7344 1012 E 7205 6-21-91 13 12 1 1028 122.8 9.3 92.0 133.5 N 7513 1013 E7067 6-21-91 10 7 3 1023 121.0 6.8 92.1 131.4 N 7325 1014 E 6840 6-21-91 10 6 4 1023 124.0 9.1 92.9 133.5 N 7010 1015 E 7050 6-21-91 12 10 2 1028 124.2 10.4 93.0 133.5 N7001 1016 E 6747 6-21-91 6 5 1 1027 120.5 8.8 91.7 131.4 !xvi ,Z-- e e S h ~ -. Associates c aeTer Ulxon , Johnson Allen Corporation August 1, 1991 AT405B SUMMARY OF FIELD DENSI1Y TESTING Desigo , Fill Fill Test Test Field Mois. Relative Test Depth Depth Depth Elev. Deos. Cool. Compact. Soli No. Location Date (feel) (feel) (feel) (feel) (pc!) (%) - (%) . TyPe N7226 1017 E 6864 6-24-91 11 10 1 1026 123,4 7_6 92,4 133.5 N 75W 1018 E 7227 6-24-91 11 11 0 1026 120.8 7.1 91.9 131.4 N7563 1019 E 7553 6-24-91 13 11 2 1026 118.7 9.9 90.3 ' 131,4 N 75W lOW E7306 6-24-91 12 11 1 1026 121.2 8.0 90.8 133.5 N 7115 1021 E 7011 6-24-91 13 12 1 1028 117.5 13.3 92.3 127.3 N 6970 1022 E 6761 6-24-91 6 4 2 1028 . 117.6 11.4 ' '92A' i273 N 7181 1023 E7230 6-24-91 15 13 2 1028 122.0 12.2 91.4 133.5 N7649 1024 E7409 6-24-91 11 11 0 1026 123.0 8.6 92.1 133.5 N 7108 1025 E 6934 6-24-91 11 10 1 1027 121.5 9.4 92.5 131.4 N 6171 1026 E 5574 6-25-91 10 0 10 1067 119.4 7.9 90.8 131.4 N 6175 1027 E 5524 6-25-91 11 1 10 1066 118.6 8.9 90.3 131.4 N 6062 1028 E 5428 6-25-91 21 1 20 1068 123.0 10.0 92.2 133.5 N6101 1029 E 5522 6-25-91 11 1 10 1068 123.9 11.2 92.8 133.5 N 7812 1030 E 7421 6-25-91 10 5 5 1019 119.9 7.3 91.2 131.4 N7460 1031 E7040 6-25-91 10 4 6 1018 118.1 12.8 92.8 127.3 N 7613 1032 E 7185 6-25-91 10 6 4 1020 ' 117.4 13.3 92.2 127.3 !xvii 1~ e e S. - 0" Associates cnaeTer Ixon '\ :: ~ Johnson Allen Corporation August 1, 1991 A T405B SUMMARY OF FIELD DENSITY TESTING - Design Fill Fill Test Test Field, Mols. Relative Test Depth Depth Depth Elev. Dens:, Cont. Compact. Soil No. Location Dale (feel) (feet) (feel) (feel) (pcf) (%) (%j Type N 6030 1033 E 5450 6-25-91 21 1 20 1068 118.4 9.4 93.0 127.3 N 6136 1034 E5460 6-25-91 11 2 9 1069 119.5 7.5 93.9 1273 N6131 1035 E5404 6-25-91 21 2 19 1069 120.9 8.1 92.0 131.4 N 6180 1036 E 5629 6-26-91 10 1 9 1061 120.9 7.6 92.0 131.4 N 6155 1037 E 5613 6-26-91 10 1 9 1061 121.4 8.7 92.4 131.4 N 6109 1038 E 5490 6-26-91 14 2 12 1066 ~. 116.2 7.3 91.3 '1273 N 6071 1039 E 5453 6-26-91 21 2 19 1069 121.9 9.6 91.3 133.5 N6260 1040 E 5476 6-26-91 14 2 12 1064 122.2 7.2 91.5 133.5 N 6291 1041 E 5390 6-26-91 15 2 13 1064 123.2 10.7 ,92.3 133.5 N 7563 1042 E7160 6-26-91 10 7 3 1021 118.4 5.6 90.1 131.4 N 7311 1043 E 6842 6-26-91 10 7 3 1021 119.7 11.0 91.1 131.4 N 7765 1044 E 7336 6-26-91 10 7 3 1021 121.4 7.6 92.4 131.4 N 6145 1045 E 5532 6-26-91 14 3 11 1067 123.4 8.0 92.4 133.5 N 6219 1046 E 5524 6-26-91 14 , 3 11 1066 122.7 9.1 91.9 133.5 N 6152 1047 E 5430 6-27-91 14 4 10 1068 122.3 8.1 91.6 133.5 N 6058 1048 E 5546 6-27-91 18 2 16 1069 117.1 5.1 87.7 133.5 lxviii tt\ e e S h - D- Associates c aeter Ixon 4, 1":" Johnson Allen Corporation August 1, 1991 AT405B SUMMARY OF FIELD DENS lIT TESTING Design Fill Fill Test Test Field Mois. Relative Test Depth Depth Deptb Elev. Dens. Coot. Compact. Soil No. Location Date (feel) (feet) (feet) (feel) (pc!) (%) (%) Type N 6058 l048R E 5546 6-27-91 18 2 16 1069 122.0 7.4 91.4 _ ~33.5 N 6079 1049 E 5582 6-27-91 18 2 16 1069 121.2 9.6 92.2 131.4 N 8015 1050 E 7570 6-27-91 10 8 2 1022 123.4 9.2 92.4 133.5 N 7422 1051 E 6950 6-27-91 10 7 3 1021 1W.2 7.5 91.5 131.1 N7480 1052 E 7124 6-27-91 10 6 4 lOW 121.5 10.5 92.5 131.1 N 7700 1053 E 7273 6-27-91 10 8 3 1022 ' 124.3 6.6 93.1 133.5 N 6089 1054 E5387 6-27-91 21 4 17 1071 112.7 4.8 88.5 127.3 N 6089 1054R E 5387 6-27-91 21 4 17 1071 115.6 7.9 90.8 127.3 N 6138 1055 E 5562 6-27-91 10 3 17 1063 123.2 8.0 92.3 133.5 N 6028 1056 E 5430 6-28-91 21 5 16 1072 121.8 7.1 92.7 131.4 N6252 1057 E 5549 6-28-91 10 4 6 1063 122.6 8.3 91.8 133.5 N72lO 1058 E 6740 6-28-91 10 7 3 1023 122.2 9.2 91.5 133.5 N 6170 1059 E 5380 6-28-91 21 6 15 1073 117.1 12.6 92.0 127.3 N 6146 1060 E 5508 6-28-91 14 4 10 1063 124.7 9.1 93.4 133.5 N 6213 1061 E5466 6-28-91 14 5 9 1064 118.9 7.9 90.5 131.4 !xix It> e e 'S h f O~ Associates c ae er Ixon j . . ~ Johnson Allen Corporation August 1, 1991 A T405B SUMMARY OF FIELD DENSIlY TESTING Design Fill Fill T"st Test Field Mois. Relative Test Depth Depth Depth Elev. Dens. Cont. Compact. Soil No. Location Date (feel) (feel) (feel) (feel) (pc!) (0/0) (0/0) Type N 7515 1232 E76'lJJ 7-25-91 14 11 3 1026 115.8 6.1 91.0 127.3 N7250 1233 E 7329 7-25-91 14 12 2 1028 119.3 6.6 90.8 131.4 N7093 1234 E 7158 7-25-91 13 9 4 1026 119.7 5.8 91.1 131.4 N 6824 1235 E 6861 7-25-91 11 9 2 1029 1'lJJ.6 4.9 90.3 133.5 lxx 'To