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Home My WebLink AboutPE 2.85.81; POINSETTIA VILLAGE; COMPACTION TEST RESULTS; 1988-05-10- 1550 Holeltircle North Woodward-Clyde San Diego. lCalitornia 92108 619-294-9400 Fax: (619) 293-7920 ENGINEERING JTT1 / Consttants CT (-D(e May 10, 1988 Project No.875 1264W-EWO2 Poinsettia Associates 2398 San Diego Avenue San Diego, CA 92110 Attention: Mr. Fred Delaney COMPACTION TEST RESULTS BU[LDING PADS B THROUGH H AND PARKING LOT, SIDEWALK BASE, UTILITY TRENCH, STORM DRAINS, WATER SUIBGRADE, BASE, SEWER POINSETTIA VILLAGE CARLSBAD, CALIFORNIA Gentlemen: Attached are the results of field density tests performed at the subject site at the request of the General Contractor and under his direction. These tests were performed on the dates and at the locations indicated. Also attached are the results of laboratory compaction tests performed on samples of the materials used for fill and backfill. Field density tests were in accordance with ASTM Test Method D1556-82 (Density of Soil in Place by the Sand-Cone Method) or D2922-81 (Density of Soil and Soil Aggregate in Place by Nuclear Methods) and maximum dry density and optimum moisture content measurements were made in accordance with ASTM Test Method D1557-78 (Moisture-Density Relations of Soils and Soil - Aggregate Mixtures). The reported tests represent the relative compaction and water content at the locations tested. The observations of construction and field density testing procedures used followed normally accepted procedures which are not exact., The accuracy of the maximum dry .density determination (ASTM Method D1557-78) is discussed in the 1985 Annual Book of ASTM Standards, Section 4, Volume 04.08 "Soil and Rock; Building Stones." Variations in' relative compaction should be expected in lateral and vertical extent. We did not observe the preparation and compaction of all of the fill, backfill, subgrade or base. Our opinions as to the relative compaction, water content, or suitability of the fill in' areas not tested are expressed only where we have observed the preparation of such fill surfaces. We do not know the condition of prepared surfaces or fill which have not been observed during placement or specifically tested. The surface of trench and retaining wall backfilj,.frequently settles even when backfill is placed under optimum conditions. It is recommended that the design of any facilities such as buildings, slabs-on-grade, etc. placed upon such fill be designed to accommodate the potential settlement. Consulting Engineers. Geologists and Environmental Scientists Offices in Other Principal Cities • '. Poinsettia Associates Woodward-Clyde Consultants Project No. 8751264W-EW02 May 10, 1988 Page 'Results of previous tests taken during the grading of this site were included in our report dated September 14, 1987 revised September 29, 1987. The attached test results are to be considered a part of that report and are subject to the conclusions, recommendations, and general limitations contained therein. • ' ' Very truly yours, - ODWARD- E CONSULTANTS Richard P While _ ixp. Attachments OF CA i_i • b/rpw2 Compaction Test Results Job Name . Date Reported Poinsettia Village . 5/10/88 Job Number 8751264W-EW01 (Sidewalk Base) Dates Covered Page Of December31, 1987 through January: 8, 1988 . 1 1 TEST DATE NUMBER RETEST OF LOCATION ELEVATION OF TEST FIELD MOIST. CONTENT V. DRY WI. FIELD ., DENSITY PCF LAB LAB SAMPLE NO. DENSITY PCF ADJ. MOIST. RELATIVE FIELD ROCK ADJ. LAB CONTENT COMPACTION /, OF V. DRY WT. DENS. PCF V. DRY WT. LAB DENS Dec 31 WLK-1 Av. Encinas Sta. 10+35, 1987 E. Sidewalk . Base 5.0 1264, 9 139.5 90 WLK-2 Av. Encinas Sta. 8+95, E. Sidewalk Base .4.7 125.6 9 139.5 . 90 WLK-3 Av. Encinas Sta. 7+25, E. Sidewalk Base 6.0 128.0 9 139.5 91 Jan 07 WLK-4 Av. Encinas Sta. 4+50, 1988 . E. Sidewalk . Base 5.4 133.21 . 9 139.5 95 WLK-5 Ay. Encinas Sta. 3+55, E. Sidewalk. Base 6.9 132.3 9 139.5 . . 94 WLK-6 Av. Encinas Sta.- 2+25, . E. Sidewalk Base 6.6 135.7 .9 139.5 . 97 WLK-7 Av. Encinas Sta. 12+15, - - E. Sidewalk . Base . 4.5. . 125.6 . 9 139.5 .. 90 WLK-8 Av. Encinas Sta. 5+65, E. Sidewalk Base 4.4 125.6 9 139.5 90 WLK-9 Av. Encinas Sta. 0+40, . E. Sidewalk Base 4.1 125.9 9 . 139.5 90 Jan 08 WLK-8 Ay. Encinas Sta. 7+65, 1988 . Median . Base 4.1 128.0 9 139.5 91 WLK- Av. Encinas Sta. 6+45, ., . . . Median Base. . 5.0 133.4 -9 139.5 . . . 95 Woodward. Clyde Consultants My Compaction Test Results Job Name Poinsettia Village Job Number 8751264W—EWO2 (Utility Trench Backfill) Dates Covered . . November .10, 1987 through January 29, 1988 Date Reported 5/10/88 Page Of 8 tItI DATE NUMBER - OF LOCATION .. ELEVATION OF TEST CONTENT 'I, DRY WT. FIELD DENSITY PCF LAB LAB SAMPLE NO. DENSITY PCF FIELD ROCK ADJ. LAB CONTENT COMPACTION'!, OF V. DRY WI. DENS. PCF ¶'. DRY WT. . LAB. DENS. Nov 10 U-i 2' N. and 4' W. of 1987 N.E. Bldg. A 64.4 9.0 117.3 , 5 127.0 . 92 Nov 11 U-2 ' Bldg. B Electric Room . . . 1987 12' N. and 5' E. of S.E. Corner 66' 9.1 115.5 3 126.5 . . 91 U-3 Bldg. B Telephone Room 1' N. and 3' W., . . of N.E. Corner 65' 10.0 114.0 3 126.5 , 90 Nov .12 U-4 .' . Bldg. B Telephone 1987 Room 6' S. and 7". W. of N.E.-Corner 68.' 7.0 . 115.1 . '4 131.0 ' 87 U-5 . .. . Bldg. B Telephone . .. . . ' . . Room 4' N and 1' E . of N.E. Corner 67' 8.0 118.9. 4 131 0 90 U-6 U-4 Bldg B Telephone Room'6".S..and 7 W of N.E. Corner 68' 8.2. 120.3 4 131.0 91 Nov 13 U-7 Bldg. B.Electric Room. 1987 6' N. and 25' W. of S.W. Corner , ' 67' ' . 8.8.' ' 109.7 .. 3 126.5 . - , 86 U-8 '. Bldg. B Electric Room 6' N. and 25' W. of S.W. Corner - ' 62' - 11.1 110.8 - 3 ' 126.5 ' . 87 U-9 Bldg. B Electric'Roorn 6' N. and 16'.. W. of S.W. Corner' 67' 8.0 110.8 - 3 126.5 ' . ' 87 Woodward Clyde Consultants My Compaction' Test Results Job Name ' , ' Poinsettia Village ' ' ' '. ' ' ' ' ' ' . Date Reported , 5/10/88 Job Number 8751264W—EW02 (Utility Trench Backfill) Dates Covered ' ' Page ' Of November 10, 1987 through January 29, 1988 .' ,, ' 2 8 - TEST RETEST DATE- NUMBER , OF - - , LOCATION ' ELEVATION OF TEST FIELD MOIST. CONTENT V. DRY WI. FIELD DENSITY PCF LAB LAB SAMPLE NO. DENSITY PCI' ADJ. MOIST. RELATIVE FIELD ROCK ADJ. LAB CONTENT COMPACTION V. OF % DRY WT. DENS. PCI' V. DRY WT. LAB: DENS, Nov 16 U-lU U-8 Bldg. ,B Electric' Room 1987 ' , 6' N.' and 14' W. of ' S.W. Corner 67' - 8.9 110.3 3 ' 126.5 - ' 87 U-il . U-7 Bldg. B Electric Room 6' N. and 27' W. of S.W. Corner ' 67' 8.6 109.7 3 126.5 . ' 86 U-12 U-9 , Bldg B' Electric Room 6' N. and 6' W. of " S.W. Corner , , 67' 10.5 114.2 3 126.5 90 U-13 - U-lU Bldg. B Electric Room 6' N. and 2' W. of - , S.W. Corner ' , . '67' ' 12.3 - 116.0 3 126.5 , ' ' ' ' - 91 U-14 . U-li Bldg. B Electric Room 6' N. and 27' W. of ' - S.W. Corner 67' 10.5 117.3 3 , 126.5, 91 U-15 Bldg. B Electric Room - - 6' N. and 42' W. of S.W. Corner 67' 10.5 117.3 3 126.5 . . 92' U-16 Bldg. B Electric Room - 6' N. and 40' W. of .' S.W. Corner ' 68.4' 11.0 115.1 3. 126.5 , ', ' 91 U-17 ' ' , Bldg. B Electric Room .70' 6' N. and W."of S.W. Corner 68.4' 10.7 114.3 , 3 126.5 ' ' . ' ' ' 90 Nov 25 U-18 Joint Trench, 180' W. 1987 x 40' N. of S.W. Corner Bldg. B -2' , 8.6 114.0 3 126.5 90 Woodward-Clyde Consultants ArA Job Name Poinsettia Village Job Number S 8751264W-EW02 (Utility Trench Backfill) Dates Covered November 10, 1987 through January 29, 1988 Page of 3 8 Date Reported 5/10/88 Nov 30 U-19 Joint Trench, 150' S. ,. 1987 x 60' W. of W. Corner Bldg. A -2' U-20 • Joint Trench, 40' S. x 100' W. of W. Corner Bldg. A- -2' U-21 Joint Trench., .60' N. x 40' W. of W. Corner, Bldg. A -2' U-22 Joint Trench, 80' N. x 20' W. of W. Corner 'Bldg. A Surf Dec 01 U-23 10' N. x 50' E. of 1987 . N. Corner Bldg. A 65' • U-24 80' S. of S. Corner Bldg. A . 65' • U-25 150' S. of S. Corner Bldg. A 66.' Dec 02 U-26 70' E. of N. Corner 1987 . Bldg. A 66' U-27 5' E. of E. Corner Bldg. A 67' Dec 03 U-28 • 220' N. of N.E. Corner 1987 5 Bldg. C 66' U-29 • .' 160' N. of N.E. Corner Bldg. C • 66' 8.6 113.6 1 125.0 9.8 114.1 1 125.0 9.3 . 112.5 1 .125.0 8.3 117.8 1 125.0 106 112.5 1 125.0 8.8 116.5 1 136.5 11.3 114.5 . 3 126.5 9.0 113:9 1 125.0 7.9 . 121.3 4 131.0 11.8 113.1 1 125.0 10.8 115.8 . 1 125.0 90 91 90 94 90' 92 90 91 92- 90 92 Compaction. Test Results FIELD MOIST. - ADJ. MOIST. RELATIVE TEST RETEST ELEVATION CONTENT FIELD LAB LAD FIELD ROCK ADJ. LAB CONTENT COMPACTION.% OF DATE NUMBER OF LOCATION OF TEST V. DRY WT. DENSITY PCF SAMPLE NO. DENSITY PCF /. DRY WT. DENS. PCF % DRY WI. LAB. DENS. Woodward-Clyde Consultants ArA Compaction Test Results. Job Name Poinsettia Village . . . Date Reported 5/10/88 Job Number 8751264W-EW02 (Utility Trench Backfill) Dates Covered November 10, 1987 through January 29, .1988 . . . Page Of 4 .8 TEST DATE NUMBER - RETEST OF LOCATION ELEVATION OF TEST FIELD MOIST. CONTENT . /.'DRY. WV. FIELD DENSITY PCF LAB LAB SAMPLE NO. . DENSITY PCF ADJ. MOIST. RELATIVE FIELD ROCK ADJ. LAB CONTENT COMPACTION /. OF /. DRY WI. DENS. PCF /. OAT WT. LAB. DENS. '. Dec 04 U-30 40' N. of 20' E. of . . .. 1987 N E Corner Bldg C 9.8 114.1 1 125.0 91 U-31 100' N. x 10' E. of . . . . N.E. Corner Bldg. C . 8.8 112.6 1 125.0 . 90 Dec 07 U-32 240"N. of N.E. Corner . 1987 Bldg. C . 67' 10.1 114.1 1 125.0 . 91 U-33 . 270' N. of N.E. Corner . . . Bldg. C 67' 14.9 116.8 1 125.0 , . 93 Dec 09 U-34 220' N. x 10' E. of . . 1.987 N.E. Corner Bldg. F 66' 12.9 115.9 -1 125.0 . . 92 U-35 200' N. x 10' E. of N.E. Corner Bldg. F 65' 12.4 116.7 1 125.0 . 93 U-36 180' N. x 10' E. of N.E. Corner Bldg. F 66' 10.2 .114.4 1- 125.0 . . . 91 U-37 160' N. x 5' E. of . . N.E. Corner Bldg. F 66' - 10.0 113.1 1 125.0 . 90 Dec 10 U-38 . 60' N. x40' E.of 1987 ' . N.E. Corner Bldg. F 65' , . . 10.7. 114.6, 1. 125.0 91 U-39 , 20' N. x 40' E. of N.E. Corner Bldg. F. 65' 12.2 '114.1 1 ''125.0 ' . 91 , . U-40 30' N. x 50'E. of . . - . N.E. Corner. Bldg. F' 66' ' 10.1 115.3 1 125.0 . 92 U-41 5' N. x 50' E. of N.E. Corner,Bldg. F 66' ' 13.2- 114.8 1 125.0 . - 91 Woodward-Clyde Consultants Wv Job Name Poinsettia Village Job Number 8751264W-EW02 (Utility Trench Backfill) Dates Covered November 10, 1987 through January 29, 1988 Page Of 8 Date Reported 5/10/88 Compaction Test Results FIELD MOIST. . - AOJ. MOIST. RELATIVE TEST RETEST ELEVATION CONTENT - FIELD . LAB LAB FIELD ROCK ADJ. LAB CONTENT COMPACTION 6 OF DATE NUMBER OF LOCATION OF TEST % DRY WY. - - DENSITY PCF SAMPLE NO. DENSITY PCF V. DRY WT. DENS. PCF V. DRY WT. LAB. DENS. Dec 14 U-42 . 140' N. x 30' W. of . . -. 1987 N.E. Corner Bldg. F 6' 12.5 113.6 1 125.0 U-43 20',N. x 5' W. of N.E. Corner Bldg. F. 65' 11.9 114.5 1 125.0 U-44 60' N. x 5' E. of N.E. Corner Bldg F 65 12 1 113.0 1 125.0 Dec 30 U-45 250'.N. of N.E. Corner 1987 Bldg. F - 66' 13.1 . '116.9 1 125.0 U-46 140' N. x 10' E. of N.E. Corner Bldg. F 66' 9.3 115.5. 1 125.0 Dec 31 U-47 110'. N. x 20" E.--of 1987 . . N.E. Corner Bldg. -C 65' 10.6 11.4.3. - 1 125.0 U-48 40' N., x 40' E. of ' N.E. Corner Bldg. 'C 65' ' 9.9 113.5 1 • 125.0 U-49 - 30' S. x40' E. of .' N.E. Corner Bldg. C 64' 9.4 112.4 - 1 • 125.0 U-50 - 10' S. x 40' E. of N.E. Corner Bldg. C 65' '11.1 114.8 1 125.0 Jan 04 U-SI - 20' S. x 40' W. of 1988 S.W. Corner Bldg. H' 12.3 104.9 1 125.0 - U-52-.20' S. x 40' W. of - S.W. Corner Bldg. H 12.7 - 105.7 1 '125.0 U-53 30' S. x 130' W. of S.W. Corner Bldg. H -2' 11.0 - 104.7 1 125.0 U-54 50' S. - x 230' W. of S.W. Corner Bldg. H ,.1' 11.3 '107.4. 1 - 125.0 90 91 90 93 92 90: 90' 9b- 91 90 - 91 90 92 - - -- Woodward-Clyde Consultants 0 Compaction Test ResUlts Job Name Date Reported Poinsettia Village 5/10/88 Job Number 8751264W-EW02 (Utility Trench Backfill) Dates Covered . Page Of November 10, 1987 through January 29, 1988 6 8 FIELD MOIST. ADJ. MOIST. RELATIVE TEST RETEST . . ELEVATION CONTENT - FIELD LAB LAB FIELD ROCK ADJ. LAB CONTENT COMPACTION '4 OF DATE NUMBER OF LOCATION OF TEST ¼ DRY WI. DENSITY PCF SAMPLE NO. DENSITY PCF /. DRY WY. DENS. PCF 'I. DRY WT. LAB. DENS. 10.8 106.6 2 116.0 91 11.6. .104.9 2 116.0 90 10.1 113.5. 1 . 125.0 . . 90 10.6 107.1 2 116.0 . 92 11.0 105.2 2 116.0 90 13.4 104.4 . 2 116.0 90 13.3 104.9 2 116.0 . . . 90 10.81 106.1' 2 116.0' , 91 9.3 . 107.2 ' " 2 ' 116.0 . - 92 9.8 10.6 2 '116.0 ' .' . , '91 11.6 106.6 2 116.0 . 91 10.4 113.0 , ' 1 125.0 / 90 9.1 107.4 2 116.0 92 Jan 05 U-55 70' S. x.270' W. of 1988. S.W. Corner Bldg. H Surf, U-56 40' S. x 150' W. of S.W. Corner Bldg. H Surf U-57 20' S. x 80' W. of S.W. Corner Bldg. 'H Surf Jan 06 U-58 15' S. x 70' E. of 1988 S.W. Corner Bldg. H -2' U-59 15' S. x 20' E. of S.W. Corner Bldg. H Surf Jan 0.7 U-60 15' S. x 80' E. of. 1988 S.W. Corner Bldg. H -2' U-61 15' S. x 160' E. of S.W. Corner Bldg. H -2' U-62, 220' .E. of S.W.- Corner Bldg.. H -1' U-63 20' S. x 40' E. of S.E. Corner. Bldg. H Surf U-64 15' S. x 110' E. of S.E. Corner Bldg. H Surf Jan 08 U-65. 50' N. x 130' E. of 1988 S.E. Corner Bldg. H -1' U-66 180' N. x 130' E. of S.E.. Corner Bldg. H -1' U-67 100' N. x 130' E. of S.E. Corner Bldg. H Surf Woodward-Clyde Consultants 0 .Compaction Test Results Job Name ' Date Reported Poinsettia Village . 5/10/88 Job Number . 8751264W-EW02 (Utility Trench Backfill) . S Dates Covered . page Qf November 10, 1987 through January 29, 1988 0 8. TEST DATE NUMBER .. . RETEST OF - LOCATION ELEVATION OF TEST FIELD MOIST. . CONTENT V. DRY WY. . FIELD DENSITY PCF LAB LAB SAMPLE NO. DENSITY PCF . ADJ. MOIST. RELATIVE FIELD ROCK ADJ. LAB CONTENT COMPACTION % OF V. DRY WY. DENS. PCF V. DRY WY. LAB. DENS. Jan 11 U-68 160' W. of N.W. . 1988 Cornet Bldg. C 64' 8.9 114.9 I 125.0 . . 91 U-69 150' W. of N.W. . Corner Bldg. C 65' 9.6 115.7 1 125.0 92 U-70 270' W. x 40' S. of N.W. Corner Bldg. C 66' 10.5 . 117.4 1 125.0 . 93 Jan 12 U-71 . 160' W. of N.W.. 1988 . . Bldg. C . ,Corner 65' ' 10.5 , 112.8 1. 125.0 ' , .. . .. . 90 U-72 160' W..x 20'S. of S.W. Corner:Bldg. H .66' , 8.6 112.5 1 125.0 . . ' ' 90 Jan 13 U-.73 150' W x 20' S. of . . . . . .' . 1988 . . S.W. Corner Bldg. 'H 67' 12.3 . 119.8 . 3 126.5 . . . . 94 Jan 14 U-74 Street Light Trench 1988 ' 110' N. x 300' W. of N.W. Corner Bldg. F .Surf 11.6 114.0 1 125.0 . . 0 91 U-75 ', ,Street Light Trench 10' S. x 210' W. of . N.W.. Corner Bldg. F Surf - 10.2 112.9 1 125.0 90 U-76 Street Light Trench 240' S. x 320' W. of N.W. Corner Bldg. F..Surf 10.8 113.3 1 ' 125.0 . . 90 U-77 . Street Light Trench . . -- 80' S. x 290'. W. of - N.W. Corner Bldg. F Surf - 9.5 113.9 - 1 125.0 . 0 . .91 Jan 19 U-78 - 180' N. *15' W. of 1988 . . ' N.E. Corner Bldg. C 66'. . 8.8 115.9 ' 1 125.0 ' 92 U-79 260' N. x 40' W. of . . N E Corner Bldg C 65' 12.9. .117.8 1 125 0 94 Woodward-Clyde Consultants Compaction Test Results Job Name : Date Reported Poinsettia Village . 5/10/88 Job Number . 0 851264W-EW02 (Utility Trench Backfill) Dates Covered Page of November 10, 1987 through January 29, 1988 S 8 .. 8 TEST DATE NUMBER 'RETEST . . . OF LOCATION ' .. ELEVATION OF TEST FIELD MOIST. CONTENT /. DRY WI. FIELD DENSITY PCF LAB LAB . SAMPLE NO. DENSITY PCF . ADJ. MOIST. RELATIVE FIELD ROCK ADJ. LAB CONTENT COMPACTION V. OF %DRY WI. . DENS. PCF ,/. DRY WI... LAB. DENS. Jan 20 U-80 210' N x 15' W of 1988 N.E. Corner Bldg. C 67' 11.2. . 117.3 . 1 125.0 93 U-81 . 60' N. of N.E. Corner:Bldg. C . . 66' 12.5 119.0 3 126.5 . 94 Jan 21 U-82 . 50'.N. x 5' W. of ' 1988 N.E. Corner Bldg. C 67' 8.8 115.4 1 125.0 . . 92 U-83 110' N. x 10'..W. of . . . . N.E. Corner Bldg. C 67' 10.9 . 115.9 1 125.0 . . . 92 Jan 22 U-84 . 20'-S. x 40' W. of 1988 . . . S.E. Corner Bldg. H Surf 8.7 109.2 2 116.0 . . ' . . . . 94 . U-85 30' S. x' 40' E. of S.E. Corner Bldg. F Surf 9.6 107.1 2 116.0 . 92 Jan 26 U-86 . Transformer Pad, 120' 1988 . E. of Bldg. E Surf 8.0 . 114.5 1 125.0 91 U-87 / Transformer Pad, 140' E. of Bldg. 4 Surf 7.1 108.6 2 . 116.0 . . 93 Jan 29 U-88 Box Backfill at N.E.. 1988 Corner Bldg B 68' 9.4. 112.'5' 1 125.0 90 U-,89 ' Box Backfill 140' E. of Bldg E 8.1- 112.9 1 125.0 90 U-90 Box Backfill 140' E. of Bldg. E 10.6 '. 113.5 1 125.0 90 Woodward-Clyde Consultants 0 Compaction Test Results Job-Name Job Number Dates Covered . Poinsettia Village 0 . 8751264W-EW02 (Storm Drain Trench Backfill) . . July 29, 1987 through December 2, 1984 . . . . Date Reported 5/10/88 Page Of 1 4 TEST RETEST DATE NUMBER OF . LOCATION - ELEVATION OF TEST FIELD MOIST. CONTENT /. DRY WI. FIELD DENSITY PCF LAB LAB SAMPLE NO. DENSITY PCF ADJ. MOIST. RELATIVE FIELD ROCK ADJ. LAB CONTENT COMPACTION 4 OF % DRY WI. DENS. PCF V. DRY WI. . LAB. DENS.. Jul 29 SD-i Line E Sta. 0+55 62: 9.8 114.3 1 125.0 91 1987 SD-2 Line E Sta. 1+20 63' 12.8 115.2 3 126.5 . 91 SD-3 Line C Sta. 0+65 61' 6.5 108.9 1 125.0 87 SD-4 Line C Sta. 1+05 62' 7.0 111.1 1 125.0 . 88 SD-5 SD-3 . Line C Sta. 0+67 61' 9.0. 112.8 1. 125.0 . 90 SD-6, SD-4 Line C Sta. 1+07 62' 8.4 112.5 1 125.0 90 SD-7 Line E Sta. 0+60 63' 12.6 . 107.9 3 126.5 85 SD-8 Line.E Sta. 1+10 64' 13.9 112.0 5 127.0 . . 88 Jul 30 SD-9 . Line D Sta. 0+56 62' 12.7 118.2. 4 131.0 90 1987 SD-10 - Line D Sta. 0+38 64r 7.5 120.2 4 131.0 91 SD-11 Line C Sta. 0+72 62' 9.1 108.7 3 126.5 . 85 SD-12 Line C- Sta. 1+20 64.' 8.5 110.3 .4 1.310 . 84 SD-13 SD-12 Line C Sta. 1+25 64' 8.0 . 118.3 4 131.0 . . 90 SD14 SD-11 Line C Sta. 0+60 62' 8.7 115.4 . . 3 . 126.5 . . 91 SD-15 Line C Sta. 0+90 64' 9.0. 118.3 4 131.0 . . 90 Aug 10 SD-16 Line B Sta. 0+05 61' 10.6 114.7 5 127.0 . 90 1987 SD-17 Line B Sta. 0+10 63' 11.7 - 114.5 5 127.0 90 SD-18 Line C Sta. 0+35 61' 11.6 119.0 . - 4 131.0 90 - SD-19 Line C Sta. 0+50 63' . 12.8 - 118.4 4 131.0 1 90 . SD-20 Line C Sta. 1+25 64' 11.3. 120.3 4 131.0 . 91 SD-2J SD-7 Line E Sta. 0+65 63' 12.3 114.6 3 126.5 90 SD-22 SD-8 Line E Sta. 1+15 64' 13.8 114.3 5 127.0 90 SD-23 Line E Sta. 0+85 64' 11.5 115.8 - 5 12.7.0 91 SD-24 Line E Sta. 0+45 62' .11.1 115.0 5 127.0 90 0 SD-25 Line E Sta. 0+30- 63' - . 17.0 109.0 5 127.0 - 85 Aug 11 . SD-26 . Line F 10' W. . 0 1987 - 8ta. 0+00 62' 10.0 116.6 5 127.0 . 91 'SD-27. Line F Sta. 0+20 - ' 63' 11.2 - 111.5 2 116.0 0 . . 96 0 0 Woodward-Clyde Consultants Compaction Test Results Job Name Poinsettia Village pVICU 5/10/88 Job Number . 8751264W-EW02 (Storm Drain Trench Backfill) Dates Covered . . Page of July 29, 1987 through December 2, 1984 .2 4 TEST RETEST . . DATE NUMBER OF LOCATION ELEVATION OF TEST FIELD MOIST. CONTENT % DRY WI. - . FIELD DENSITY PCF LAB LAB - SAMPLE NO. DENSITY PCF - ADJ. MOIST. RELATIVE FIELD ROCK ADJ. LAB CONTENT COMPACTION 'I. OF % DRY WT. DENS. PCF V. DRY WT. LAB DENS. Aug 11 SD-28 Line A S. Side Type . 1987 . B Box 63' 9.6 105.9 3 126.5 . . 83 SD-29 SD-28 . Line. A S. Side Type . . . . . B Box . .. 63' 12.7 117.5 3 126.5 . 92 SD-30 Line A S. Side Type B Box 65' 12.7 116.7 3 126.5 . 92 Aug 12 SD-31 Line B Sta. 0+06 65' 10.8 116.0 5 127.0 . . 91 1987 SD-32 Line C Sta. 0+55 .65' 11.1 .114.5 3 . 126.5 . 90 SD-33 Line. E Sta. 0±72 65' . 9.7. . 114.3 . 3 126.5. . 90 SD-34 Line F Sta. 0+15 63' 11.4 115.0 3 126.5 - . 90 Aug 21 SD-35 Line C Sta. 0+20 . 62' 8.2. 99.0 . 6 113.0 : . . 1 87 1987 SD-36 . Line C Sta. 0+15 62' 11.2 103.1 : 6 113.0 91 SD-37 . Old Box Removal Sta. . 10+60 64' 11.5 115.6 3 126.5 91 SD-38 Old Box Removal Sta. 10+60 66' - 11.1 114.7 3 126.5 90 Aug 24. SD-39 Line E E. Side of Box . . . . . . 1987 . Sta. 1+45 61.5' 11.2 99.8 6 113.0 . 88 SD-40 Line E W. Side of Box Sta. .1+45 61.5'.. 11.0 100.9 6 113.0 - .. 89 SD-4f: SD-39 Line E E. Side of Box Sta. 1+45 61.5' 11.6 102.1 6 113.0 90 SD-42 SD-40 Line E W. Side of Box Sta. 1+45 . 61.5' 12.0 102.5 6 113.0 90 SD-43 Line E N. Side of Box Sta. 1+45 63.5' 10.0 114.2 3 126.5 90 Woodward-Clyde Consultants ArA Compaction Test Results Job Name Date Reported Poinsettia Village . 5/10/88 Job Number - 8751264W-EW02 (Storm Drain Trench Backfill) Dates Covered Page Of July 29, 1987 through December 2, 1984 3 4 - TEST RETEST DATE NUMBER OF LOCATION FIELD MOIST. . ELEVATION CONTENT OF TEST %DRY WI. . FIELD LAB LAB DENSITY PCF SAMPLE NO. DENSITY-PCF ADJ. MOIST RELATIVE FIELD POCK ADJ. LAB CONTENT COMPACTION /. OF .1. DRY WT. DENS. PCF N DRY W.T. LAB. DENS. Aug 28 SD-44 54" Sta. 14+40 65' 10.5 115.3 3 126.5 91 1987 SD-45 54" Sta. 13+45 . 65' 9.9 116.9 3 126.5 92 SD-46 . 54" Sta. 15+25 64' . 9.5 . 115.8 3 126.5 . 91° SD-47 . 54" Sta. 16+00 65' 10.5 117.8 5 127.0 92 SD-48 . 54,, Sta. 14+25 . . 67' 9.8 . .114.5 3 126.5 90 SD-49 54" Sta. 13+65 66' 10.1. 114.3 3 126.5 90 SD-50 54" Sta. 16+10 67' 10.5 116.7 3 126.5 92 SD-51 54" Sta. 15+45 67' 9.6 115.9 3 126.5 . 91 Aug 31 SD-52 54" Sta. 16+58 64' 11.8 113.9 3 126.5 90 1987 SD-53 54" Sta. 16+75 . 59' ° 10.6 ° 113.9 3 126.5 . 90 SD-54 54" Sta. 16+84 65' . . 7.7 120.9. 4 131.0 ° 92 SD-55 Line C Sta. 0+12 . 64' 11.3 116.0 3 126.5 ° . ° 91 SD-56 . Line C Sta. 0+05 65' 11.2 . 115.2 3 .126.5 - . 91 Sep 03 SD-57 54" Sta. 14+90 ° 64' 9.7 117.5 3 126.5 ° . 92° 1987 SD-58 - 54" Sta. 14+70 64' . 9.9 109.9 3 126.5 . 86 Sep 04 SD-59 SD-58 54" Sta. 14+70 64' 10.5 114.5 3 126.5 . 90 1987 SD-60 54" Sta. 14+77 . 65' 10.9 115.4 3 126.5 91 SD-61 - 5411 Sta. 14+77 66' 10.6 118.4 3 126.5 93 SD-62 54" Sta. 16+85 ° 67' 13.0 114.1 3 126.5 . . . 90 SD-64 54" Sta. 16+93 - 69' 10.4 115.5 3 126.5 . ° 91 Sep 08 SD-64 SD-25 Line E Sta. 0+25 63' 9.7 110.8 3 126.5 ° 87 1987 SD-65 SD-64 Line E Sta. 0+29 63' 10.9 114.8 3 126.5 90 SD-66 E. 8" Riser, Area Drain, 36" R.C.P. 66' 11.0 114.5 3 126.5 - 90 SL-67 Middle 8" Riser, Area . . . . ° Drain, 36" R.C.P. 65.5' 11.9 114.7 3° 126.5 ° . . . 90 SD-68 W. 8" Riser, Area . Drain, 36" R.C.P. 66' 8.4 114.2 3 126.5 90 Woodward-Clyde Consultants ArA Compaction Test Results Job Name . . Date Reported - - Poinsettia Village . ; 5/10/88 Job Number . 8751264W-EW02 (Storm Drain Trench Backfill) . . Dates Covered . Page ot July 29, 1987 through December 2, 1984 . 4 4 FIELD MOIST. . ADJ. MOIST. RELATIVE TEST RETEST . ELEVATION CONTENT . FIELD LAB LAB . FIELD ROCK - ADJ. LAB CONTENT . COMPACTION i. OF - DATE NUMBER OF . - LOCATION . OF TEST •/.DRY WI. DENSITY PCF SAMPLE NO. DENSITY PCF /. DRY WT, DENS. PCF V. DRY WT. LAB. DENS. Sep 11 SD-69 W. 8" Riser, Area . 0 . .srtI ,-, ,, r-, nt itt C. irt•fl I i't r OC Drain a t 01.0 . .Lu.o .LUo.'+ . SD-70 SD-69 W 8" Riser, Area 'Drain at 36" R.C.P 67.8' 10.1 . 117.8 3 126.5 SD-71 Middle Riser, Area at 36" R.C.P. ' 67.8' . . 11.4 116.8 3. . 126.5 SD-72 E 8" Riser, Area Drain at 36" R.C.P' .67.81. . 8.4 113.7 3 126.5 Sep 16 SD-73 5' N of Existing 1987 . . R.cP. 50' E. of LineC , . 59' . 10.5 120:5 4. 131.0 SD-74 7' N of Existing R.C.P'. .70' E. of . ,. . Line C . . 61.5' , .11.0 124.4 4 ' 131.0 SD-75 - 6.' N.' of Existing R.C.P. 60' E. of 'LinéC 63.5" . '9.3 - 120.0 - 4. 131.0 SD-76 16+45 W. of Grate 66' 8.1 114.0 ' 3 - 126.5 Oct 20 SD-77 16+45 W of Grate 66' 9.8 118.3 4 131.0 1987 Dec 12 SD-78 - . S.D. Box Av. Encinitás 1987 . Sta. 0+90 - ' 59' 11.7 113.0 1 125.0 OJ 93 92 90 92 95 91 90 90 -- Woodward-Clyde-Counts Compaction Test Results Job Name . .. Poinsettia Village Job Number 8751264R-EW02 (Water Trench Backfill) Dates Covered August 19, 1987 through March 10, 1988 Date Reported 5/10/g8 Page Of 16 FIELD MOIST. -- ADJ. MOIST. RELATIVE TEST RETEST ELEVATION CONTENT FIELD LAB .. LAB FIELD ROCK ADJ. LAB CONTENT COMPACTION V. OF DATE NUMBER OF LOCATION OF TEST V. DRY WI. DENSITY PCF SAMPLE NO. DENSITY PCF V. DRY WT. DENS. PCF V. DRY WT. LAB. DENS. Aug 19 W-1 South W.L. Branch 1987 Sta. 4+35 63' 16.5 107.3 3 126.5 W-2 SouthW.L. Branch - Sta. 3+00 64' 7.1 107.1 3 126.5 W-3 South W.L. Branch . Sta. 3+10 64' 13.2 113.1 3 126.5 W-4 South W.L. Branch Sta. 2+65. 65' 11.4 111.6 3 126.5 W-5 South W.L. Branch -Sta. 1+35 64' 10.7 . 114.7 3 126.5 W-6 South-W.L.-Branch . . Sta 0+60 65' .14 .3 113.1 3 126.5' W-7 Eat W.L. Branch . . . . Sta.'1+45 65' : 10.7 114.5 3 126.5 W-8 . East WL. Branch . Sta. 1+75. 64' 10..6 . 118.6 4 131.0, W-9 East W.L. Branch . . Sta. 2+85 64' 13.1 106.5 2 116.0 W-10 East W.L. Branch Sta. 3+95 65' 10.1 117.4 5 127.0 W-11 East V.L. Branch Sta. 4+5.0 64' 11.3 118.8. 3 126.5 W-12 East W.L. Branch Sta. 5±40 64' 10.2 . 115.3 3 126.5 W-13 East. W.L. Branch Sta. 5+00 66' 9.0 116.9 5 127.0 W-14 East. W..L. Branch Sta. 4+25 66' 10.9 115.9 5 127.0 W-15 East W.L. Branch Sta. 3+50 66' 9.6 115.4 5 127.0 Woodward-Clyde Consultants mop 84 84: . 89 88 90 89 90 • 90 91 92 93 91 92 91 90 Compaction Test Results Job Name Job Number Dates Covered . Poinsettia Village . 8751264R-EW02 (Water.Trench Backfill) August 19, 1987 through March 10, 1988 . . .' . . . . '' .. . Date Reported . 5/10/88 . . . Page Of 2 16 TEST RETEST DATE NUMBER OF . LOCATION . ELEVATION OF TEST FIELD MOIST. CONTENT V. DRY WT. FIELD DENSITY PCF . .. LAB LAB SAMPLE NO. DENSITY PCF ADJ. MOIST. . RELATIVE . FIELD ROCK ADJ. LAB CONTENT COMPACTION /, OF /. DRY WI.. . DENS. PCF V. DRY WI. LAB. DENS. Aug 19 W-16 East W.L. Branch . . 1987 . . . Sta. 6+35 '' 64' 9.0 112.0 . 5 . 127.0 . . . . . 88 W-17 East W.L. Branch . . . . Sta. 1+60 67' 10.7 116.5 3 126.5 . , 92 Aug 20 W-18 W-6 South W.L. Branch . . . .1987 Sta. 0+62 65' 17.7 . 112.2 . 3 1126.5 . . . . . . 88: W-19 South W.L. Branch . . . . . Sta. 1+70 . 64' 11.9 119.3 4 131.0 . . .. 91 W-20 South W.L. Branch. . . .. . . . Sta 4+79 63' 7.2 109.3 3 .126.5 86 W-21 W-1 South W.L. Branch Sta. 4+40, ' 63' 8.1 , 119.4 4 131.0 . 91- W-22 W-20 South W.L. Branch Sta. 4+81 . 63' . 10.8 116.1 3, 131.0 . 91 W-23 . South W.L. Branch Sta. 4+00 64' 9.7 118.3 , 3 131.0 . . 93 W-24 W-2 . South W.L. Branch . . . , .. Sta. 3+00 , 64' 10.0 ' 115.0 . 3 131.0 . . . 91 W-25 W-3 South W.L. Branch Sta. 3+10 64'. 10.9 116.2 '.3. 131.0' . . , 91 W-26 W-4 South W.L. Branch Sta 2+70 65' 11 1 115.2 3 131.0 91 W-27 South W.L. Branch Sta. 2+25 64'. 11.6 116.0 3 '131.0 91 W-28 W-18 ' South W.L. Branch . . . . . Sta. 0+55 65' . 10.5 114.9 3 131.0 . . 90 W-29 East W.L. Branch . . . ,.. . . Sta. 7+55 64" 9.9 109.2 3 126.5 . . ' 86 W-30 East W.L. Branch Sta. 9+30 63' 10.3 .100.7 2 116.0 . 86 Woodward-Clyde Consultants Compaction Test Results Job Name Date Reported Poinsettia Village . 5/10/88 Job Number . . 8751264R-EW02 (Water Trench Backfill) Dates Covered Page Of August 19, 1987 through March 10, 1988 3 . 16 TEST RETEST DATE NUMBER OF LOCATION ELEVATION OF TEST FIELD MOIST. CONTENT I'. DRY WI. FIELD DENSITY PCF - . LAB LAB SAMPLE NO. DENSITY PCF . ADJ. MOIST. RELATIVE FIELD ROCK ADJ. LAB CONTENT COMPACTION OF V. DRY WT. DENS. PCF V. DRY WT.. LAB. DENS. Aug 20 W-31 . East W.L. Branch ., . . 1987 Sta. 8+75 64' 7.6 97.9 2 116.0 84 W-32 East W.L. Branch- Sta. 9+00 64.5' 15.5 106.3 2 116.0 91 W-33 W-30 East W.L. Branch Sta. 9+20 63' 12.2 106.5 2 116.0 91 W-34 Relocated F.H. to .. Sta. 1+35/20' E. Sta. 1+35 . 63' 10.9 114.3 3 126.5 90 W-35 . Relocated F.H. to - Sta. 1+35/10' E. . Sta. 1+35 - 64'. 11.0 119.2 4 131.0 - - . 91 W-36 - Relocated F.H. to Sta. 1+35/5' N. - . Sta. 1+35 63' . - 12.9 -. '112.7 . 4 131.0 86 Aug 21 W-37 W-36 Relocated F.H. to - 1987 Sta. 1+35/5' S. Sta. 1+35 63' 9.6 119.3 4 131.0 - . 90 W-38 Relocated F.H.-to - - Sta. 1+35/30' E. - Sta. 1+35 66' 12.2 120.7 4 131.0. - 92 W-39 Abandoned WS Sta. 1+90 64' 11.6 119.1 4 131.0 90 W-40 - -Abandoned WS Sta. 1+90 66' 9.0 118.3 4 131.0 90 W-41 Abandoned WS Sta. 1+200 64' 14.9 113.5 4 - 131.5 - 86 W-42 W-41 Abandoned WS - - Sta. 1+200 64' 15.1 116.0 4 131.0 - 88 - -. - - . Woodward-Clyde Consultants Compaction Test Results Job Name . Date Reported Poinsettia Village 0 5/10/88 Job Number . . 8751264R-EW02. (Water Trench Backfill) Dates Covered . Page Of August 19, 1987 through' March 10, 1988 . 4 16 TEST RETEST DATE NUMBER OF . LOCATION ' - . ELEVATION OF TEST FIELD MOIST. CONTENT /. DRY WY. . FIELD DENSITY PCF LAB 'LAB SAMPLE NO. DENSITY PCF- . ADJ. MOIST. RELATIVE FIELD ROCK AOJ, LAB CONTENT COMPACTION % OF % DRY WY. DENS. PCF •/, DRY WI. LAB. DENS, Aug 21 W-43 . W-42 Abandoned WS .1987 , .- , ' Sta. 1+200 . . 64' 11.3 119.2 . ' 4 131.0 . . . 91 W-44 Abandoned WS Sta. 1+200 67 . 11.1 '119.4 ' 4 131.0' . ' . 91 , W-45 .1" WS Sta 2+10 63' 4.6 . -96.5 , 6 113.0 T 85 W-46 Abandoned WS Sta 2+43 ' 62.5' , 9.4 101.1 6 113.0 .- . 89 W-47 ' Abandoned WS 15' E. Sta. 2+43 ' 63' . . 12.2 94.1 .6 113.0 ' . ' , 83 W-48 1" WS Sta. 2+30 . . 63' .9.0 98.3 6 113.0 . 87 W-49 E. Water Line Branch Sta. '6+20 , . ' 64' 11.4 '- 115.1 5 127.0 . . ' 90 W-50 W-16 E. Water Line Branch Sta. 6+38 ' 64' ' 9.5 118.6 5 127.0 . 93 W-51 . E. Water. Line Branch 10' W. Sta. 6+30 65' 13.2' - 114.8 ' 5 127.0 - - 90 W-52 ' E. Water Line Branch Sta. 6+30 65' - 12.0 . '115.4 5 ' 1270 - .90 W-53 E. Water Line'Branch 7' E. Sta. 6+75 64' ' ' 12.2 108.5 6. 113.0 . 0 '93 W-54 ' W-29 E. Water Line Branch Sta. 7+55 ' 64' 11.0 107.2 . 6 . 113.0 , 92 W-55 E. Water Line Branch Sta. 8+00 ' 63.5' 13.6 107.3 6 113.0 - , 92 W-56 W-31 . E. Water Line Branch Sta. 8+75 64' - 15.0 105.1 6 113.0 90 W-57 E. Water Line Branch Sta. 9+83 63' 12.1 102.8 ' 2 116.0 - 88' W-58 E. Water Line Branch ' 10' W. Sta. 10+10 64' 14.2 105.1 2 , 116.0 90 Woodward. Clyde Consultants, My Compaction Test Results Job Name Date Reported Poinsettia Village 5/10/88 Job Number 8751264R-EW02 (Water Trench Backfill) Dates Covered Page Of August 19, 1987 through March 10, 1988 . 5 16 TEST RETEST DATE NUMBER OF LOCATION ELEVATION OF TEST FIELD MOIST. CONTENT 4 DRY WT. FIELD DENSITY PCF LAB LAB SAMPLE NO. DENSITY PCF ADJ. MOIST. RELATIVE FIELD ROCK ADJ. LAB CONTENT COMPACTION /. OF /. DRY WT. DENS. PCF 4 DRY WY. LAB. DENS. Aug 21 W-59 W-57 E. Water Line Branch 1987 Sta. 9+85± 63' 15.2 106.2 2 116.0 91 W-60 S. Water Line Branch Sta. 0+75 66' 12.0 115.1 3 126.5 91 W-61 S. Water Line Branch Sta. 2+30 66' 10.2 114.7 3 126.5 . 90 W-62,- S. Water Line Branch Sta. 4+00 65' 10.9 114.4 3 126.5 . 90 Aug 24 W-63 Lot 12,: Sta. 1+30 63' 11.6 112.6 3 126.5 89 1987 W-64 Lot 12, Sta. 0+30 64' 12.2 110.5 3 126.5 87 W-65 W-63 Lot 12, Sta. 1+35 63' 12.5 114.2 3 126.5 . 90 W-66 W-64 Lot 12, Sta. 0+35 64' 11.2 114.2 3 126.5 90 W-67 Lot 12, Sta. 1+20 65' 9.3 113.9 3 126.5 . 90 W-68 Lot 12, Sta. 0+50 66.' 9.5 114.1 3 126.5 . . 90 Aug 25 W-69 Abandoned FH Sta. 4+67 63' 12.7 95.1 6 113.0 84 1987 W-70 East Water Line Br. . . 84' W Sta. 10+46 66' 14.5 99.3 6 113.0 87- W-71 East Water LineBr. . 20' W.Sta. 10+46 66' 11.7 97.7 6 113.0 86 W-72 W-46 Abandoned W.S 10' S . . . Sta. 2+43 62.5' 11.5 112.6 3 126.5 . 89 W-73. W-72 Abandoned W.S 10' S . . . Sta. 2+43 62.5.' .10.7 115.1 3 126.5 91 W-74 Abandoned W.S. 5' S Sta. 2+43 64' 11.4 114.0 3 126.5 90 W-75 Abandoned W.S. 12' E Sta. 2±43 64' . 9.9 114.6 3 . 126.5 90 &A- Woodward-Clyde Consultants Compaction Test Results Job Name Dates Covered Poinsettia Village 8751264R-EW02 (Water Trench Backfill) August 19, 1987 through March 10, 1988. Job Number . . . Date Reported 5/10/88 Page Of- 6 16 TEST RETEST DATE NUMBER OF LOCATION ELEVATION OF TEST FIELD MOIST. CONTENT FIELD V. DRY WT. DENSITYPCP . LAB LAB SAMPLE NO. DENSITY PCF ADJ. MOIST. RELATIVE FIELD ROCK ADJ. LAB CONTENT COMPACTION •I, OF .1. DRY WT. DENS. PCF V. DRY WI. LAB, DENS. Aug 26 W-76 Abandoned W.S. 5' E . . . . 1987 Sta. 2±43 66'' 11.0 121.8 4 131.0 . . 93 W-77 Abandoned W.S. 5' S Sta. 2+43 66' 10.1 . 119.0 '4 131.0 90 W-78 W-70 East Water Line Branch 80' W Sta. 10+46 .66' 11.0 . 101.7 6 113.0 . . 90 W-79 W-71 East Water Line Branch 15' W Sta. 10+46 66' ' 11.2 102.0 6 113.0 . 90 W-80 East Water Line Branch 32' W Sta. 10+46 67' 14.2 10.70 6 113.0 94 W-81 East Water LlneBranch 70' W Sta. 10+46 67' ' 13.3 103.1 6 113.0 , . 91 W-82 W-69 Abandoned FH Sta 4+67 63' 16.1 103.1 6 113.0 91 Aug 26 W-83 Avenida Encinas 5' 'W .. 1987 Sta. 5+00 60' 12.5 . 111.6 3 126.5 . 88 W-84 East Water Line Br. , .. . Sta. 10+63 . 66' , 14.8 109.2 3 126.5 . 86 W-85, W-83 Avenida Encinas 5' W .. . . . . Sta. 5+00 60' 10.6 113.9 3 126.5 - . 90. W-86 . Avenida Encinas 4'. W . . Sta. 1+00 60.' 11.0 113.1 3 126.5 ' . 89 Aug 27 W-87 W-84 East Water Line Br. ' . 1987 ' Sta. 10+65 . . 66' 13.6 114.0 3 126.5 90 W-88 Existing Combination Sta. 3+65 64' 12.1 102.4 6 113.0 90 W-89. East Water Line Br.' ' 10' E Sta. 10+86 . 66' 15.8 107.5 6 113.0 . ' 95 Woodward-Clyde Consultants Job Name • Job Number Dates Covered Compaction Test Poinsettia Village 8751264R-EW02 (Water Trench Backfill) August 19, 1987 through March 10, 1988 Results Date Reported S 5/10/88 Page Of 7 16 - TEST RETEST DATE NUMBER OF LOCATION FIELD MOIST. ELEVATION CONTENT OF TEST % DRY WI. FIELD LAB LAB - DENSITY PCI' SAMPLE NO. DENSITY PCI' AOJ MOIST. RELATIVE FIELD ROCK ADJ. LAB CONTENT COMPACTION % OF 'I, DRY WT. DENS. PCF ,/. DRY WI. LAB. DENS. Aug 27 W-90 East Water Line Br. 1987 52' W Sta. 10+46 . 68 13.8 105.1 6 113.0 . 93 W-91 W-86 Avenida Encinas 5' W • Sta. 1+00 60' 9.9 113.9 3 126.5 90 W-92 Avandoned FH Sta. 4+67 . 65' 10.7 114.7. 3 126.5 90 Aug .31 W-93 W-48 1" W.S. Sta. 2+30 63' 14.5 . 106.7 6. 113.0 94' 1987 W-94 1" W.S. Sta.*2+30, 65' . 11.6.. 114.5 3 126.5 90 W-95 Abandoned W.S. Sta. 2+20 . 64' 12.0' 114.7 3 126.5 . .90 W-96 W-45 . 1" W.S. Sta. 2+10 63' 9.7 113.9 3. 126.5 . . . 90 W-97 . . Abandoned FH • . . . . S. • . Sta. 4+67 .. • 66' 12.0 115.1 , .3 126.5 • . .. 91 • W-98 1" W.S. Sta. .2+10 65.' .10.2 ' 114.7' - 3 - 126.5 . . S : 90 W-99 • .. Air Release Valve Sta. 2+30 . 64' 11.7 106.8 6' .. 113.0 •' S , 94 W-100 Existing Combination Sta. 3+65 66' 11.3 115.3 3 126.5 91 5 . Sep 02 W-101 E. Water Line Br. . S 1987 50' W Sta. 7+40 66' 14.2 114.1 3 126.5 . 90 W-102 E. Water Line Br. 20' WSta. 7+40 68'. 10.6 ' 115.8 3 126.5 91 . W-103 . E. Water Line Br. S Sta.' 7+60 '• 65' 13.0 106.6 , 2 ' 116.0 . 91 W-104 . E. Water Line Br. Sta. 8+45 . 65' . '12.9 108.4 2. 116.0 . 5 93 W-105 • E. Water.Line Br. S Sta. 9+35 ' ' 66.' 12.1 111.9 2 116.0' .. - 96 £TA Woodward.Clyde Consultants wjr E. Water Line Br.. Sta. 10+50 . 67' E. Water Line Br. 5' S & 5' E Sta. 11+36 60' E. Water Line Br. Sta. 11+28 60' E. Water Line Br. Sta. 11+05 . 62' E. Water Line Br. 15' W Sta. 3+88 65' EWater Line Br. Sta.. 10+97 . 64' E. Water Line Br. 9'S & 6' Sta. 11+36 66' E. Water Line Br. Sta. .11+06 67' E. Water Line Br. E' E Sta. 2+30 65' E. Water Line Br. 5' E Sta. 2+35 . 65' E.. Water Line Br. 5' W Sta. 3+8.8 67' E. Water. Line Br. 7' E Sta. 2+30 65' E. Water Line Br. 5' E Sta. 2+35: 65' E. Water Line Br. 8' E Sta. 2+30 67' E. Water Line Br. 6' E Sta. 2+35 . 66' Sep 02 W-106 .1987 W-107 WT108 W-109 Sep 03 W-110 .1987 W-111 W-112 W-1 13 W-114 W-115 W-116 W-1171 . .w-11,4 W-118 W-115 W-119 W-12 0 Compaction. Test Results Job Name . Poinsettia Village. . 0 Job Number 8751264R-EW02 (Water. Trench Backfill) Dates Covered August 19, 1987 through March. 10, 1988 TEST RETEST . . ELEVATION DATE NUMBER . OF . LOCATION OF TEST Date Reported.. . 5/10/88 Page Of 8 16 FIELD MOIST. CONTENT % DRY WT. FIELD DENSITY PCF . . LAB LAB SAMPLE NO. DENSITY PCF . . . AN. MOIST. RELATIVE FIELD ROCK AD.). LAB . CONTENT COMPACTION.% OF % DRY WT. . DENS. PCF '. DRY WT. LAB. DENS. 12.5 . 108.0. 2 116.0 . .93 9.3 105.8 2 116.0 0 91 12.9 105.2 . 2 116.0 . 90 9.6 107.5 2 116.0 . . 93 .9.4 115.1 5 . 127.0 0 . 9 11.8 108.6 :2 116.0 0 0 93 12.1 LOU— 2 . 116.0 .95 11.6 111.7 2 116.0 . 96 13.1 115.3 4 131.0 . . 88 16.8 110.6 4 . 131.0 0 84 8.9 119.3 4 131..0 0 91 10 118.3 4 131.0 . 90 11.4 118.0 4 131.0 .90 12.6 115.0 5 127.0 90 11.8 114.8 5 127.0 . . 90 Woodward-Clyde Consultants AEA Compaction. Test Results Job Name . . Date Reported Poinsettia Village . . . 5/10/88 . Job NUmber . . 8751264R-EWO2 (Water Trench Backfill) Dates Covered Page Of August 19, 1987 through March 10, 1988 9 16 TEST RETEST DATE NUMBER OF . LOCATION ELEVATION OF TEST FIELD MOIST. CONTENT % DRY WT FIELD DENSITY PCF . I_AD . LAB SAMPLE NO. DENSITY PCF - ADJ. MOIST. RELATIVE FIELD ROCK ADJ. LAB CONTENT COMPACTION V. OF 'I. DRY WI. DENS. PCF V. DRY WT. LAB. DENS. Sep 04 W-121 . E. Water Line Br. 1987 . Sta. 0+75 65' 11.4 . 113.5 3 126.5 . 90 W-122 E. Water Line Br. Sta. 0+25 66' 12.2 119.7 4 131.0 . 91 Sep 08 W-123 E. Water Line . 1987 Sta. 0+55 64' 9.6 •1.13.3 3 . 126.5 90 W-124 E. Water Line 1" W/S Sta. 6+50 64.5' 9.0 115.5 3 126.5 91 W-125 E. Water Line 2" BO Sta. 7+23 64' 15.5 107.7 3 126.5 85 W-126 W-125 . E. Water Line . 2" BO Sta. 7+23 64' 11.8 114.2 3 126.5 90 W-127 Ave. Encinas Line . . . Near FH Sta 10+27 63.5' 8.6 115.1 3 126.5 91 W-128 . Ave. Enemas Line . . Near TIE-IN Sta. 10+27 . 64' 9.8 105.3 3 126.5 . 83 W-129 W-128 Ave. Encinas Line . V Near TIE-In Sta 10+27 64 10.1 114.9 3 126.5 90 Sep 09 W-130 E. Water Line FA=H @ . . . . . . 1987 Sta. 10+86 . 68' 4.8 107.1 . 3 126.5 . 84 W-131. . E. Water Line .2" BO @ . . . . Sta. 7+23 65' 11.5 108.1 3 126.5 . 85 W-132 E. Water Line FH @ . . . . . Sta. 6+75 66' 8.9 • 111.0 3 126.5 87 W-133 E. Water Line FH,@ . Sta. 2+30 66' 11.1 116.0 3 126.5 91 . Woodward-Clyde Consultants ArA 7.1 . .110.0 . 3 126.5 5.6 109.6 3. 126.5 8.2 111.2 3' , 126.5 8.2 115.1 .3 126.5 11.7 105.4 6- 113.0 7.5 110.9 . 3 . 1265 6.4' , 108.8 3 113.0 9.3 115.6 ' 126.5 10.2, 118.4 ' 5 ' 127.0, 11.2; 118.8 --5 127.0 87 86 87 91 9,3 - 87 86 91 '93 93 Woodward-Clyde Consultants Compaction Test Results Job Name ... Date Reported Poinsettia Village . . 5 /10/88 Job Number 875 1264R-EWO2 (Water Trench Backfill) Dates Covered . . . . . Page Of August 19, 1987 through March 10, 1988 . 10 16 TEST RETEST DATE NUMBER OF LOCATION - ELEVATION OF TEST FIELD MOIST. CONTENT FIELD LAB . LAB /. DAY WI. DENSITY PCF SAMPLE NO. DENSITY PCF ADJ.'MOIST. RELATIVE FIELD ROCK ADJ. LAB CONTENT COMPACTION % OF - ¼ DRY WY. DENS. PCF ¼ DRY WT. LAB. DENS. Sep 10 W-134 W-132 E. 'Water Line FH @ . . 1987 Sta. 6+75. 65.5' 8.8 114.2 . 126.5 . ,3 90 W-135 W-130 E. Water Line FH @ . . . Sta. 10+86 68' ' 8.9 113.6 . 3 126.5 . . 90 Sep 11 W-'136 . E. Water .Line 1" W/S 1987 . Sta. @6+50 . 67' W-137' Ave. Encinas WL'Reloc FH @ 5+00 ' 62.5' W-138 Ave. Encinas WL'Reloc FH'@ 5+00 ' 60.5' W-139 -W-136 E. Water Line, 1" W/S @ Sta. 6+50 ' 67' W-140 S. Water Line, Bet. FH&GV @ Sta. 2+00 65' W-141 Ave. Enc,inas WL, 20' E of TIE-IN Sta. 10±27 , . 65' W-142 . Ave. Encinas WL, Near Hydrant Sta. 10+27 63.5' Sep 17 W-143 . E. Water Line 1987 , Sta. 3+64 NE , , of Vault ' 67' W-144 . E. Water Line Sta.. 6+03 SW of Vault . 66' W-145 E. Water Line . Sta. 6±03 WSW '. of Vault . . .. 65.5' Compaction Test Results Job Name - Date Reported Poinsettia Village 5/10/88 Job Number 8751264R-EW02 (Water Trench Backfill)' Dates Covered Page Of August 19, 1987 through March 10, 1988 . . 11 16. . . TEST RETEST DATE NUMBER OF LOCATION . .' . ELEVATION OF TEST. FIELD MOIST, CONTENT FIELD % DRY WI. . DENSITY PCF . . LAB LAB - SAMPLE NO. DENSITY PCF . ADJ. MOIST. RELATIVE FIELD ROCK ADJ. LAB CONTENT COMPACTION /. OF S DRY WI. DENS; PCF /. DRY WT. •• LAB. DENS. Sep 18 W-146 E Water Line, 1987 Sta 3+64 W of Vault 67' .14.0 ' 114.9 :. 3 126.5 . . 90 W-147 E. Water Line, . Sta. 9+75 W . . of Vault 66.5' 13.1 113.71 3 126.5 , ' 90 W-148 ' E. Water Line,' Sta. 6+03 W . of Vault , 67' 9.7 117.2 3 126.5 . 84 W-149 S. Water Line Sta. 3+00, 2" W/S E. Side 65' . 14.2 106.4 3 126.5 84 W-150 S. Water Line Sta. 3+00, 2" W/S . W. Side '65' 98 113.9 3 126.5 . 90 W-151 W-149 S. Water Line . Sta. 3+00, 2" W/S . . E. Side , ' 65' 11.0 116.7 3 . 126.5 92 W-152 S. Water Line . Sta. 2+56, 2" W/S W. Side , ' 65' 8.8 114.5 3 126.5 90 W-153 S. Water Line Sta. 3+00, 2" W/S W. Side 66.5' 9.4 116.2 . 3 '126.5 . 91 W-154 S. Water Line Sta. 7+45, 6" Demol. Area - 62.5' 11.7 - 114.6 3 126.5 ' 90 W-155 S.- Water Line Sta. 8+18, 2" W/S 62.5' 10.1 113.7 3 126.5 . 90 ' 'W-156 S. Water Line - - . • - - - - Sta. 7+45, 6" - Demol. Area 65', - 11.6 114.6 • 3 126.5 -- - 90 ArA Woodward Clyde Consultants Compaction Test Results Job Name Date Reported Poinsettia Village . . 5 /10/88 Job Number 0 875 1264R-EWO2 (Water Trench Backfill) Dates Covered . Page Of August 19, 1987 through March 10, 1988 12 16 TEST RETEST DATE NUMBER OF LOCATION ELEVATION OF TEST FIELD MOIST. CONTENT FIELD LAB LAB V. DRY WI. DENSITY PCF SAMPLE NO. DENSITY PCF ADJ. MOIST. RELATIVE FIELD ROCK ADJ. LAB CONTENT COMPACTION '. OF % DRY WI. DENS. PCF ,/. DRY WI. LAS. DENS. Sep 18 W-157 S. Water Line 1987 Sta. 8+18, 2" W/S . 65' 9.2 116.0 3 126.5 80 W-158 E. Water Line . Sta. 9+75, W. of Vault , 67.5' 16.5 ' 102.2 3 126.5 . 80 W-159 E. Water Line Sta. 3+64 W. of Vault 67.5' , 9.4 115.7 3 , 126.5 91 Sep 21 W-160 W. Side Valve, 1987 ' Sta. 2+68 -1' 8.Q 107.4 6 113.0 95 Sep 24 W-161 W-131 E. Water Line 1987 2" BO @ Sta. 7+23 66' 13.5 117.8' 3 126.5 93 Sep 25 W-162 W-158 E. Water Line, W. of 1987 Vault @ Sta. 9+75 67' 12.3 113.5 3 126.5 ' 90 W-163 S. Water Line, E. of St. @ Sta. 2+60 Surf. 9.7 122.4 4 131. 0 93 W-164 W-142 Ave. Encinäs @ Sta. 10+25; FR Line Near FM Surf 5.6 110.7 3 126.5 0 , 87 Oct 07 W-165 , 10' E of 45 Water 1987 0 Line Sta. 0+10 0 (E. Line) Surf 9.8'' 113.0 1 125.0 , 90 Oct 09 W-166 Water Service (SWR) 1987 Sta. 7+45 -1 15.4 113.6 1 125.6 90 W-167 Relocated FR Sta. 3+53 -1. ' , 9.1 113.6 . 1 : 125.6 ' . 90 W-168 Ave. Encinas 20' E. of Tie-in, Sta. 10+27 65'. 94 112.2 ' 90 W-169 . Ave. Encinas @Fire Hydrant,Sta. 10+27 63.5' 8.6 113.9 1 125.6 , . . 91 Woodward-Clyde Consultants Compaction Test Results Job Name . Date Reported Poinsettia Village 5/10/88 Job Number 8751264R—EW02 (Water Trench Backfill) Dates Covered . Page Of August 19, 1987 through March 10, 1988 13 16 FIELD MOIST ADJ.MOIST RELATIVE TEST RETEST ELEVATION CONTENT FIELD LAB LAB - FIELD ROCK ADJ. LAB - CONTENT COMPACTION % OF DATE NUMBER OF , LOCATION - OF TEST V. DRY WT. DENSITY PCF SAMPLE NO. DENSITY PCF % DRY WT. DENS. PCF V. DRY WI. LAB. DENS. Oct 20 W-170 East Water Line Br. 1987 Sta. 2+30 Shut-off . . . . Valve. • 6.7 9.8 112.5 5 127.0 , - 88 W-171 • East Water Line Br. , . .. -- Sta. 3+64 Shut-off • • . Valve 67.' 10.3 112.1 • 5 127.0 88 Oct 22 • W-172 • East Water Line Br. . . 1987 Sta 10+86 Shut-off Valve - . '- 67' 9.6 107.5 . 2 - . -116.0 • . . 92 W-173 East Water Line Br. • . . • . • • • . • • Sta 6+01 Shut-off Valve . - 66' 10.5 117.4 5 127.0 . 92 W-1'74 . East Water Line Br. -. . -Sta. 9±75 Shut-off- Valve 67' 9.4' 110.5 2 116.0 - . • W-175 . East Water Line Br. Sta. 6+75 Shut-off Valve 65' 10.1' 119.8 5 127.0 94 W-176 East Water Line Br. • , . Sta. 6+75 Shut-off Valve • 67' 9.0 115.8 5 127.0 - ,. 91 ' W-17 W-171 East Water Line Br.- • Sta. 3+64 Shut-off ' • ' - - Valve • - 67' 10.2, 112.9 5 127.0 - 88 W-178 W-170 East Water LineBr. • . 5 - - • Sta. 2+30 Shut-off - - - -- - - Valve - - 67" 10.7 113.9 - .5 127.0' 89 Compaction Test Results Job Name Date Reported Poinsettia Village . ' 5/10/88 • Job Number 0 8751264R-EW02 (Water Trench Backfill) Dates Covered., Page Of August 19, 1987 through March 10, 1988 14 16 - TEST RETEST DATE NUMBER OF • LOCATION ELEVATION , or TEST FIELD MOIST. CONTENT ¼ DRY WI, FIELD ' DENSITY POF. ADJ. MOIST, LAB LAB FIELD ROCK AOJ. LAB CONTENT SAMPLE NO. , DENSITY PCF V. DAY-WT. ' DENS. PCF %DRY WT. ' RELATIVE COMPACTION ¼ OF LAB. DENS, "Oct 23 W-179 W-177' East Water Line Br. 1987 Sta. 3+64 Shutoff Valve ' . 67', 10.5 115.1 5 127.0 .. 90 W-180 W-178 East Water . .Line'Br. . . .- .Sta. 2+30 Shut-off Valve '65' ' 8.1 115.2 . 3 , 127.0 . ' 90 W-181 South Water Line Br. Sta. 2+00 '., 65' 8.1 115.2 3 .126.5' ' 91 W-182 W-137 Avenida Encinas Relocated FHSta. 5+00 62" 12.9. .115.9 . 3 126.5 . 91, W-183 . W-138 . Avenida Encinas' Relocated FH Sta. 1+00 60.5 . 8.3'" 114.1' 3 ' 126.5 ' , ' '. " . . .90 Oct 26 W-184 Existing 1" MAE 17' E ' . .. . . 1987 ' Sta. 2+43 ' 67' ' 7.1 118.8 4 131.0 90 W-185 Shut-off valve S Water Line Br. , Sta. 0+00 ' ' ' '. 65' ' 7.7 118.7 , 4 131.0 ' . ' 90 W-186 2 BO S Water Line . . Br. Sta. 0+00 . 65' . 8.2 ' 124.3 .4 131.0' . . . . 94 W-187 2 BO S Water Line Br'. St,a. '0+00 ' ' 67' . .9.6 . 123.2 .4 , , 131.0. , . . . . . ' ' ' . '. 94 Oct 29 W-188 Existing Water 1987 ,' - . , Sta. 6+79 . 63' , . '.8.1 .119.2 , 4 ' ' 131.0 ' 91 W-189 Existing Water ' . . . .. Sta. 6+79 65' 8.2 118.2 4 131.0 ' 90 W-190 Existing Water Sta. 6+79 65' , 9.6 108.7, ''6 . 113.0 96 W-191 Existing Water Sta. 6+79 .- 66'. 8.9 .121.6 4 131.0 ' 92 Woodward-Clyde Consultants Compaction Test Results Job Name Date Reported Poinsettia Viliage 5 /10/88 Job Number . 8751264R-EW02 (Water Trench Backfill) Dates Covered . . Page Of August 19, 1987 through March .10, 1988 . . . 15 16 FIELD MOIST. . ADJ. MOIST. RELATIVE TEST . RETEST ELEVATION CONTENT FIELD LAB . LAB FIELD ROCK AOJ. LAB CONTENT COMPACTION V. OF DATE NUMBER OF V LOCATION OF TEST •/. DRY WT. DENSITY PCF SAMPLE NO. DENSITY PCF V. DRY WT. DENS. PCF V. DRY WT. LAB. DENS. Oct 29 W-192 1987 W-194 W-195 W-196 W-197 W-195 W-198 W-194 W-199 W-200 W-201 W-202 W-193 W-203 W-20 W-205 W-206 Relocated Fire Hydrant Sta. 4+67 Reloc. FR SW Line. Sta. 3+82 Reloc. Serv.EW Line Sta. 7+40 64' Reloc. Serv.EW -Line Sta. 6+50 64' Reloc. Serv.EW Line Sta. 7+40 Reloc. FR SW Line Sta. 3+83 .. 66 Reloc. Serv. EW Line Sta. 7+40 Reloc. Serv. EW Line Sta.. 6+50 65' Reloc. Serv. EW Line Sta. 3+89 ,-. 65' Reloc. FH SW Line Sta. 3+86 . 65' Reloc. Serv, EWLine Sta. 2+35 66' Reloc.. FR EW Line Sta. 2+30 66' Reloc. Serv. EW Line Sta. 3+83. 68' Reloc. Serv. EW Line Sta. 0+55 z. 64.5' 9.2 120.2 4 131.0 6.8 110.5 3 126.5 10.3 110.3 3 126.5 .9.1 114.6 3 126.5 10.0 114.9 . 3 126.5 8.9 113.8 V3 126.5 9.2 115.8 3 126.5 10.0 115.2 3 126.5 9.7 . 117.6 3 126,5 9.3 113.7 3 126.5. 9.7 114.4 - 3 126.5 8.6 114.3 . 3 126.5 9.2 114.3 3 126.5 11.2 116.6 3 126.5 91 87 87 90 90 90 91 91 92 90 90 90 90 92 Woodward-Clyde Consultants AEA Compaction Test Results Job Name Date Reported - Poinsettia Village 5/10/88 Job Number 8751264R-EW02 (Water Trench Backfill) Dates Covered .. Page of August 19, 1987 through March 10, 1988 16 16 - TEST RETEST DATE NUMBER OF LOCATION ELEVATION OF TEST FIELD MOIST. CONTENT V. DRY WI. FIELD DENSITY PCF . LAB LAB SAMPLE NO. DENSITY PCF ADJ. MOIST. RELATIVE FIELD ROCK ADJ. LAB CONTENT COMPACTION /. OF V. DRY WT. . DENS. PCF . - V. DRY WT.LAB DENS Nov 30 W-207 FH E Line Sta 2+30 Surf 8.1 114.0 1 125.0 91 1987 W-208 Serv. E Line Sta. 0+55 Surf. 9.2 113.6 1 125.0 . .90 . W-209 FH S. Line Sta. 3+85 Surf;- 7.4 112.3 1 .125.0 . . . 90 Dec 02 W-210 Recl Water Sleeve Ave 1987 . Encinas Sta. .6+00 S.G. - 8.8 102.3 2 116.0 92 W-211 - Av. Encinas, Sta. 1+25, 15' E 0ffcurb 60' 8.8 111.7 8 120.0 93 Dec 07- W-212 S. Line Sta. 6+79 - 1987 Valve Cans. 65' . - 9.8 114.1 .1 125.0 - - 91 . W-213 - - S. Line Sta. 6+79 • - • Valve Cans . 67' 8.9 115.6 • 1 125.0 . -- 92 W-214 - 20'WxO'N of Storm • . S Drain 'c' box 63.3' - 8.7 .107.5 • - 1 125.0 . 86 W-215 W-214 20'W & 0'N of Storm - Drain 'c' box . 64' 9.4 .114.4 1 125.0 . • 91 W-216 ,.. 13'W 26' S of Storm • - - • -• - - Drain 'c' box 65' - 8.3 114.6 1 125.0 - - 91 W-217 13'W & 60'N of Storm • - - - - Drain 'c'. box. 65' 10.1 116.1 1 125.0 . - - - . 92 Woodward-Clyde Consultants Compaction Test Results Job Name Date Reported Poinsettia Village 5/10/88 Job Number . . . 8751264R-EW02 (Base) . . Dates Covered . Page of December 15, 1987 through March 16, 1988 1 6 TEST DATE NUMBER RETEST OF LOCATION ELEVATION OF TEST FIELD MOIST: CONTENT /. DAY WT. FIELD - DENSITY PCF LAB LAB SAMPLE NO. DENSITY PCF ADJ. MOIST. RELATIVE FIELD ROCK ADJ. LAB CONTENT COMPACTION /. OF /. DRY WI. DENS. PCF V. DRY WI. LAB. DENS. Dec 15 B-i Curb & gutter only 1987 Av. Encinas Sta. 12+35 Base 5.0 134.6 9 139.5 96 B-2 Curb & gutter only - Av. Encinas • Stá. 10+95 Base 4.5 • 133.6 9 139.5 95 B-3 Curb & gutter only • Av. Encinas Sta. 9+60 Base 5.3 132.6 9 139.5 B-4 Curb .& gutter only Av. Encinas • Sta. 8+20 Base -. 6.5 132.4 -9 139.5 • . 95 B-5 • Curb & gutter only . . Av. Encinas -Sta. 6+75 Base 5.9 134.5 9 139.5 96 B-6 . Curb & gutter only Av. Encinas . • • Sta. 4+80 Base 6.6 133.8 9 139.5 95 B-7 Curb & gutter only Av. Encinas -.. • Sta. 3+15 Base 6.9 138.9 9 139.5 99 • B-8 Curb & gutter only • . • Av. Encinas Sta. 1+60 Base 6.3 134.9 9 139.5 - 96 Jan 08 1988 B-9 . Curb & gutter only . • . Av. Encinas . • • . . Sta. 1+00 -Base 5.-i 133.6. 9 139.5 95 B-10 Drive & Pkg. Lots . .. E/Side Pad 'C' Base 5.0 139.1 10 141.0 - 98 B-il Drive & Pkg. Lots . -- E/Side Pad 'D'&'E' Base • 4.2 • 141.8 • 10 141.0 Woodward.CIydeConsuI1ts Compaction Test Results Job Name Poinsettia Village Date Reported 5/10/88 Job Number 8751264R-EW02 (Base) Dates Covered . Page Of December 15, 1987 through March 16, 1988 1 6 TEST RETEST DATE NUMBER OF LOCATION ELEVATION OF TEST - FIELD MOIST. CONTENT V. DRY WI. FIELD - DENSITY PCF - LAB LAB SAMPLE NO. DENSITY PCF . ADJ. MOIST. RELATIVE FIELD ROCK ADJ. LAB CONTENT COMPACTION % OF % DRY WT. DENS. PCF V. DRY WT. LAB, DENS. Jan 08 B-12 Drive &Pkg. Lots 1988 E/Side Pad 'D'&'E' - Base 4.1 134.2. 10 141.0 95 B-13 Drive & Pkg. Lots E/Side Pad 'D'&'E'. Base 4.8 136.0 10 141.0 96 B-14 Drive & Pkg. Lots E/Side Pad 'D'&'E' Base 5.4 141.7 10 141.0 100+ B-15 Drive & Pkg. Lots E/Side Pad 'B' Base 3.2 134.5 10 '141.0 95 B-16 . ' Drive & Pkg. Lots E/Side Pad 'B' Base , 3.4 137.9 10 141.0 97 B-17 Drive .& Pkg. Lots ' E/Side Pad 'B' Base 5.0 136.6 . 10. 141..0 ' . 96 B-18 Drive & Pkg. Lots E/Side'Pad 'B' Base 4.4 134.2 10 141.0 . 95 B-19 Drive & Pkg. Lots N/Side Pad 'A' 'Base 4.6 135.4 , ' 96 B-20 Drive & Pkg. Lots N/Side Pad, 'A' Base 4.8 136.6 10 141.0 96 B-21 Drive & Pkg.'Lots - - W&S of Pad 'A&B Base 4.4 134.8 10 141.0 . 95 B-22 Drive & Pkg. Lots - W&S &S of Pad A&B Base 5.1 134.3 10 141.0 . 95 B-23.' Drive & Pkg. 'Lots W&S of Pad A&B Base .4.2 135.7 10 141.0 - " 96 B-24 Drive & Pkg. Lots W&S of Pad A&B Base 5.2 134.8 10 141.0 ' 95 B-25 Drive & Pkg. Lots W&S of Pad A&B - Base - 4.8 130.8 - 10 141.0 92 B-26 B-25 Drive & Pkg. Lots - W&S of Pad A&B ' Base 4.9 134.3 10 - 141.0 ' - 95 Woodward-Clyde Consultants ArA Conipaction Test Results Job Name . ... . . - . Date Reported Poinsettia Village . 5/10/88 . Job Number 8751264R-EW02 (Base) .. . Dates Covered S . . . Page Of December 15, 1987 through March 16, 1988 1 .6 TEST RETEST - - DATE NUMBER OF LOCATION --... ELEVATION . OF TEST CONTENT V. DRY WY. FIELD DENSITY PCF FIELD MOIST. LAB LAB SAMPLE NO. DENSITY PCF ADJ. MOIST. RELATIVE FIELD ROCK ADJ. LAB CONTENT COMPACTION OF V. DRY WT. DENS. PCF ,/. DRY WT. LAB. DENS. Jan 08 B-27 Drive & Pkg. Lots , 1988 . . W&S of Pad A&B . Base 3.9 134.3 10 141.0 95 B-28 Drive & Pkg. Lots- W&S of Pad A&B Base 4.3 134.2 10 141.0 95 B-29 Drive, & Pkg. Lots . . . . .. . . . W&S of Pad A&B Base 4.0 134.4 10 141.0 95 Mar 10 B-30 Pkg Lot-S Side- 1988 Lot 5 Base - 5.3 143.4 . 11 143.0 : ' - - - 100+ B-31 Pkg Lot-N Side- Lot 5 - '- Base 5.4 136.4 11 143.0 95 B-32 - Pkg.Lot-SW Side- Lot 5 Base 6.2 138.'5 11 143.0 96 B-33 . Pkg.Lot-W Side- .- Lot 5 - Base 4.5 - 142.8 11 143.0 , - 99 B-34 . Pkg.Lot-NE Side- Lot 4 Base . 4.5 138.8 11 143.0 . 97 B-35 - Pkg.Lot-S Side- Lot 4. Base 4.9 139.3 . 11 143.0 97 B-36 Pkg.Lot-NW Side- S - Lot 4 - Base. 5.1 136.2 11 143.0 . 95 B-37 Pkg.Lot-E Side- . S Lot 3 Base 6.5 '134.0 10 141.0 - - 95 - B-38 Pkg.Lot-NE Side- Lot 3 - - Base 5.2 133.9 10 141.0 - 95 B-39 Pkg.Lot-NW Side-' S - . -Lot. 3 - - Base - 4.7 133.1 10 141.0 94 B-40 B-39 Pkg.Lot-NW Side- - Lot 3 Base 4.8 133.7 10 141.0 94 Woodward. Clyde -Consultants Compaction Test Results Job Name Job Number Dates Covered . Poinsettia Village . . . . . 8751264R-EW02 (Base) . December 15, 1987 through March 16, 1988 .- . 0 . . Date Reported 0 . 5/10/88 . Page Of 1 6 TEST RETEST DATE NUMBER OF LOCATION ELEVATION OF TEST FIELD MOIST. . . CONTENT FIELD LAB LAB /. DRY WI. DENSITY PCF SAMPLE NO. . DENSITY POF ADJ. MOIST. RELATIVE FIELD ROCK .. ADJ. LAD CONTENT COMPACTION OF V. DRY WI. DENS. PCF V. DRY WT. LAB. DENS. Mar 10 B-41 Pkg.Center Lot 3 Base 4.9 136.4 11 . 143.0 . . 95 1988 B-42 . . Pkg.Lot-SW-Lot 5 Base 5.5 . 139.1 11 143.0 . . . . . 97 B-43 Pkg.Lot-E Side-Lot 4 Base 5.5 142.1 11 143.0 . 99 B-44 Pkg.Lot-W Side-Lot 4 Base 5.2 1339 11 143.0 . . . .93 B-45 B-44 Pkg.Lot-W Side-Lot 4 Base 4.8 .139.7 11 143.0 . . 97 Mar 11 B-46 B-39 Pkg.Lot-NW Side-Lot •3 Base . 4.6 134.2 .10 141.0 . . 95 1988 B-47 Pkg&Road-N Side-Lot 12 Base 7.4 135.2 11 143.0 . . . 095 B-48 Pkg&Road-E Side-Lot 13 Base 3.9 137.7 .11 143.0 . . .. 96 B-49 . Pkg&Road-W Side..--Lot-12 Base . 6.1 138.4 11 143.0 . 96 B-50 . ., Pkg&Road-N Side-Lot 12 Base 6.3 142..7 111 143.0 . . . ...... 99 B-51 Pkg&Road-SE Side-Lot 4 Base .7.5 140.0 11 143.0 . . . . . 97 B-52 Pkg&Road-SW Side-Lot 4 Base 54• 131.8 . 11 143.0 . 92 B-53 Road - SW Side-Lot 4 Base 7.9 :130.1 11 143.0 . . 91 B-54 Road - E Side-Lot 2 Base 5.0 134.7 10 141.0 . 95 B-55 B-53 Road - SW Side-Lot 3 Base 590 140.3 11 143.0 . 98 B-56 Road - NW Side-Lot 3 Base 5.7 138.2 11 143.0 . 0 96 B-57 Road - NE Side-Lot 14 Base 6.6 137.6 11 143.0 . 0 . 96 B-58 Pkg&Road-NE Side-Lot 4 Base 5.2 . 138.9 11 143.0 0 0 97 B-59 ..Pkg&Roac-NE Side-Lot 4 Base. . 6.3 144.0 11 143.0 100+ B-60 0 Pkg&Roàd-NE Side-Lot 5 Base 6.1 139.8 . 11 143.0 . 0 97 B-61 . Pkg&Road-N Side-Lot 5 Base 5.0. 141.1 11 143.0 0 98 B-62'.. 0 Pkg&Road-NESide-Lot 5 Base 3q30 142.0 11 143.0 . . 99 B-63 Pkg&Road-Center-Lot 5 Base 5.2 141.9 11 143.0 0 99 B-64 Pkg&Road-S Side-Lot .5 Base 5.2 142.1 11 143.0 99 B-65 Pkg&Road-NE Side-Lot 5 Base. 4.8 137.5 . 11 143.0 96 B-66 Pkg&Road-E Side-Lot -5 Base 5.5 137.1 11 143.0 95 B-67 Pkg&Road-SE Side-Lot 5 Base 2.7 139.9 11 143.0 97 B-68 Road-NE Side-Lot 12 Base 6.3 131.8 11 143.0 92 B-69 Road-SE Side-Lot 12 Base 3.0 134.5 11 .. 143.0 . 94. Woodward-Clyde Consultants mop Compaction Test Results Job Name . . . . Date Reported Poinsettia Village . . . 5/10/88 Job Number . . 8751264R-EW02 (Base) Dates Covered Page Of December 15, 1987 through March 16, 1988 1 6 - - FIELD MOIST. ADJ. MOIST. RELATIVE TEST RETEST -•. ELEVATION CONTENT FIELD LAB LAB FIELD ROC?( ADJ. LAB CONTENT COMPACTION OF DATE NUMBER OF LOCATION OF TEST %. DRY WT, DENSITY PCF SAMPLE NO. DENSITY PCF /. DRY WT. DENS. PCF % DRY WT. LAB. DENS. Mar 11 B-70 1988 B-71 B-72 B-73 B-74 B-75 B-76 B-.77 B-78. B-79 B-68 B-80 B-69 B-81 B-82':- B-83. B-84 B-85 Pkg.Aréa-SW Side- Lot 10 Base 3.7 133.5 11 143.0 Pkg.Area-NW Cor- Lot 10 Base 4.2 136.3 11. 143.0 Pkg.Area-N Side- Lot 10 Base 5.9 141.4 11 143.0 Pkg . Area-Center- Lot 10 Base 5.8 ' 136.4 11 143.0 Pkg.Area-S Side- ' CLot 10 -. Base 5.6 143.9 11. 143.0 Pkg.Area-N Side-. . Lot 10. '' BasePkg. 4.5 .139.8 11 143.0 Pkg Area-NE Side- Lot 10 . Base :54 144.8 11 143.0 Pkg.Area-SE Side- Lot .6 Base . 5.5 144.5 11 143.0 Pkg.Area-SW Side Lot 6 Base 6.3 138.6 11 .143.0 Road-NE Side-Lot. 12 Base - 5.7 136.5 11 143.0 Road-SE.Side-Ldt 12 Base 9.8 138i.7 11 -. 143.0. P126 Lot Road-NW Cor- . . .. 'Lot' 11 Base 4.5 141.6 11 143.0 . P126 Lot Road-N Side . . f . Lot 11 . -- Base - .4.8 138.2 , 11' 143.0 P.1.26 Lot Road.;-S, Side Lot.10 Base ' - 4.6 -. 138.5 11 143.0 P126 Lot Road-E Side . . . . . Lot 10 Base .6.1 139.4 . 11 '.143.0 P126 Lot Road-N Side Lot 10 . . Base, 6.2 .137.3 11 143.0 93 95 98 95 100+ 97 100+ 100+ 96 95 97 99 96 96 97 96- Woodward-Clyde Consultants 0 Compaction Test Results Job Name Date Reported Poinsettia Village . 5/10/88 Job Number 8751264R-EW02 (Base) Dates Covered Page December 15, 1987 through March 16, 1988 TEST RETEST .. DATE NUMBER OF LOCATION ELEVATION OF TEST FIELD MOIST. CONTENT' V. DRY WI. FIELD DENSITY PCF LAB LAB FIELD ROCK SAMFLE.NO. DENSITY PCF V. DRY WT. Mar 14 B-86 Pkg Lot-SE Side-Lot 3 Base 2.8 135.8 11 143.0 1988 B-87' B-52 Road-S Side-Lot 4 Base 2.6 .137.1. 11 143.0 B-88 . Pkg Lot-S Side-Lot 3. Base .3.4 137.7 11 143.0 B-89 B-70 Pkg Lot-W Side-Lot 10 Base 3.3 143.6 11 . 143.0 B-90 Road-NE Side-Lot 5 . Base 6.2 144.7 11 143.0 B-91 Road-Center-Lot '6 Base 5.7 138.6 11 143.0 B-92 . Ent.Road-Center--Lot 9 Base 5.0 137.1 11 143.0 B-93 Ent.Road-W Side-Lot 9 Base 5.6 137.5 . 11 143.0 B-94 Pkg.Lot-SW Side-Lot 3 Base .5.4 134.6. 11 143.0 B-95 . Curb Trench Stä. 6+20 Base 5.1. 132.6 9 139.5 B-96 B-94 Pkg Lot-SW -Side-Lot 3 Base 4.5 138.7 11 143.0 B-97 . Curb Trench Sta. 1+20 Base . 6.9 128.9 9 139.5 Mar 16 B-98 Cement Entrance Ave. . . 1988 Encinas Sta. 6+00 Base 6.0. 136.1 11 143.0 B-99 Cement Entrance Ave. . . . Eñcinas Sta. 12+00 Base 5.5 . 136.9 11 143.0 Of ADJ. MOIST. RELATIVE ADJ. LAB CONTENT COMPACTION V. OF DENS. PCF V. DRY WT. LAB. DENS. 95 95. 96 100+ 100+ 96 95 96 94 95 97 92 95 95 Woodward-Clyde Consultants TW Compaction Test Results Job Name Poinsettia Village Date Reported 5/10/88 0 Job Number 8751264W-EW02 (Subgrade) . Dates Covered December 1,. 1987 through March 10, 1988 . Page 1Of 10 TEST DATE NUMBER RETEST OF LOCATION - ELEVATION OF TEST FIELD MOIST. CONTENT % DRY WT, FIELD DENSITY PCF . LA B SAMPLE NO. LAB DENSITY PCF ADJ. MOIST. RELATIVE FIELD ROCK ADJ. LAB CONTENT COMPACTION % OF % DRY WT. DENS. PCF % DRY WT. LAB. DENS. Dec 01 SG-1 Ave. Encinas, E. Side, 1987 . Sta. 11+85 SG 11.1 121.4 1 125.0 97 SG-2 Ave. Enemas, E. Side, . Sta. 10+50 - SG .9.1 120.1 1 125.0 96 SG-3 Ave. Encinas, E. Side, Sta. 9+10 - SC 8.2 119.6 1 . 125.0 . 95 SG-.4 Ave. Encinas, E. Side, Sta. 7+85 SG 9.2 119.1 1 . 125.0 95 Dec 02 SG-5 Ave. Encinas, E. -Side, 0 1987 Sta. 6+60 SG 10.6 114.4 8 120.0 . 95 SG-6 Ave. Encinas, E. Side, Sta. 5+25 SC 11.9 114.3 8 120.0 95 SC-7 Ave. Encinas, E. Side, Sta. 4+10 SG -9.5 115.6 8 120.0 .. - 96 SG-8 Ave. Encinas, E. Side, Sta. 2+80 SC 9.2 117.3 8 120.0 97- SG-9 Ave. Encinas, Median, 0 Sta. 5+55 SG 8.5 110.2 2 116.0 95 SG-10 Ave. Encinas,Median, Sta. 6+25 SC 10.1 114.6 8 120.0 : . 95 SG-11 Ave. Encinas, Median, _ Sta. 6+80 SC 10.4 120.9 - 1 125.0 96 SG-12 Ave. Encinas, Median, 0 Sta. 7+20 SC 10.2 120.1 1 125.0 96 SG-13 . Ave. Encinas, Median, - - Sta. 7+80 SC- 9.9 119.6 8 125.0 . . . .95 SG-14 Ave. Encinas, Median, . . . Sta. 8+50 -SC - 11.1 - 1-18.8 - 1 125.0 - 95 0 . Woodward-Clyde Consultants Job Name Job Number Dates Covered TEST DATE NUMBER Dec 15 SG-15 1987 Jan 08 SG-16 1988 Mar 04 SG-17 1988 SG-18 SG-19 SG-20 SG-21 SG-22 SG-23 SG-24 SG-25 SG-26 SG-27 SG-28 Poinsettia village December 1, 1987 through March 8751264W-EW02 (Subgrade) Compaction Test Results . 10,1988 .. . . Date Reported 5/10/88 . Page 2 Of io RETEST . OF LOCATION ELEVATION OF TEST FIELD MOIST. CONTENT % ORY.WT. - - - FIELD DENSITY PCF LAB SAMPLE NO. . LAB DENSITY PCF ADJ. MOIST. RELATIVE FIELD ROCK . AOJ LAB CONTENT COMPACTION % OF % DRY WT. DENS. PCF V. DRY WT. LAB. DENS. Ave Encinas, S.D. Apron, Sta. 1±10 SG ., 10.4 - -122.3 1 125.0 97 Ave. Encinas, S.D. . . .. . . . Apron, Sta. 0+95 SG . 7.2 120.7 1 125.0 . 96 Parking Lot Area -2, W. of Bldgs. SG 9.6 121.2 1- 125.0 96 Parking Lot Area 2, W. of Bldgs. . . SC .9.6 121,0 1 125.0 . 96 Parking Lot Area 2, - W. of Bldgs. SG 8.2 128.2 1 125.0 100+ Parking Lot.Area 2, . -. W. of Bldgs.- . SG 8.8 119.5 1 125.0 95 Parking Lot Area 2, W. of Bldgs. SG 9.5 126.3 1 . 125.0 100+ Parking Lot Area 2, W.. of Bldgs. SG - .8.6 121.3 1 . 125.0 97 Parking Lot Area 2, . - . W. of Bldgs - SG 10.4 119.9 . 1 125.0 - 95 Parking Lot Area 2, . W. of Bldgs. SG- 8.6 121.5 1 125.0 97 Parking Lot Area 2, • W. of Bldgs. SC . 8.7 .1.18.5 1 125.0 95 Parking Lot Area 2, • . W. of Bldgs. SC 8.4 1.19.6 1 125.0 . 95 Parking Lot at N.W. . End SG- - 12.4 113.0 1 125.0 -• 90 Roadway Area 2,.W. of . . . - • . Bldgs. SG • 9.5 -119.4 1 125.0 - 95 - - - Woodward-Clyde Consultants Mv Compaction Test Results Job Name Poinsettia Village . . Date Reported 5/10/88 Job Number 8751264W-EW02 (Subgrade) . Dates Covered December 1, 1987 through March 10, 1988 Page Of 10 FIELD MOIST. . ADJ. MOIST. RELATIVE TEST RETEST - ELEVATION CONTENT - FIELD LAB LAB FIELD ROCK. ADJ. LAB . CONTENT COMPACTION V. OF DATE -NUMBER OF LOCATION OF TEST V. DRY WT. DENSITY PCF SAMPLE NO. DENSITY PCF ¼ DRY- WT. DENS. POE . ¼ DRY WT. LAB. DENS. Mar 04 SG-29 1988 SC-30 SG-31 SG-32 SG-3'3 SG- 34 SG-35 SG-36 SG-37 SC-38 SG-39 Parking Lot Area 2, . W. of Bldgs. . SC ..8.4 110.4 1 . 125.0. 96 Parking Lot Area 2, . . . W. of Bldgs. SC 10.2 118.9 . '1 .125.0 . 95 Parking Lot Area. 2, .W. of Bldgs. . SC 8.5 119.2 1 . 125.0 95 Roadway Area. 2, W. of . .. . .. . . Bldgs Sc 7.19. 119.1- 1 125.0 " 95 Parking Lot Area 2, '. . .. . .. . . ,W. of Bldgs. . Sc . 8.8- 117.1 1 125.0 .. . . 93 Parking Lot Area 2,.. . . . . '• W of Bldgs SG 7.8 118.9 1 125.0 95 Parking Lot Area 2, W. of Bldgs. SC 7.6 119.6 1' 125.0 . . , 95 Parking Lot Area 2, . . . W. of Bldgs. ' SG' 8.3' 121.1 1 125.0 . . ' 96 Parking Lot Area 2, W. of Bldgs. SC 6.9 ' 119.2 1 125.0 95 Parking Lot Area 2, W. of Bldgs. Sc' 8.2 119.3 .1 125.0 95 Parking Lot Area ' W. of Bldgs. sc 6.2 118.8 1 125.0 . 95 Parking Lot -Area S.W.' of Bldgs. '- . - sc ' 8.5 116.7 1 125.0 . . 93 Parking Lot Area 3, S.W. of Bldgs. SC 6.5 118.8 1 125.0 95 Parking Lot Area, 3, S.W. of Bldgs. SG 8.4 124.7 1 '125.0. . 99 Parking Lot Area 4, - S.W. of.Bldgs. SC. , 6.5 119.2 ' .1 125.0 95 Mar 07 SG-40 1988 SG-41 SG-42 SG-43 Woodward-Clyde Consultants W Compaction Test Results Job Name Poinsettia Village Date Reported 5/10/88 Job Number 8751264W-EW02 (Subgrade) Dates Covered December 1, 1987 through March 10, 1988 Page 4 Of io TEST DATE NUMBER RELATIVE COMPACTION V. OF LAB. DENS. - RETEST OF .. LOCATION ELEVATION OF TEST . FIELD MOIST. CONTENT % DRY WT. FIELD DENSITY PCF . LAB SAMPLE NO. ADJ. MOIST. LAB FIELD ROCK ADJ. LAB CONTENT DENSITY PCF V. DRY WI. DENS. PCF TI. DRY WI. Mar' 07. SG-44 Parking Lot -Area 3,. . . . . 1988 S.W. of Bldgs. -SG. : . 8.1 119.4 .1 125.0 . -. . 95 SG-45 Parking Lot Area 3, S.W. of Bldgs. SG 6.5 120.9 1 125.0 96 SG-46 Parking Lot Area S.W. of Bldgs. SG . 7.0. 124.0 1 125.0 . . . 99 SC-47 Parking Lot Area 4, S.W. of Bldgs. . SC 7.4 122.3 1 125.0 . . .. 97- SG-48 Parking Làt rea 4, . S.W. of Bldgs. SG . 8.0 120.3 1 125.0 . . . 96 SG-49 Parking Lot Area 4,. . . . . . . . . . S.W. of Bldgs SG -8,.9 118.0 1 125.0 94 SG-50 SG-49 Parking Lot, S.W. Side, Area 4 SG . 7.9 119.7 i: -125.0 . . 95 SG-51 Drive, S.W. Side, . . . . S Area .3 SC 5.7. 119.7 1 125.0 95 SG-52 SG-33 Parking Lot Area 2, W. of Bldgs. . 'SG 5.9 . 118.8 1 . 125.0 . --- . . 95 SG-53 SG-40 Parking Lot, S. Side, Area 3 SC 7.9 121.7 1 12.5.0 - . . 97 SG-54. . Parking Lot, W. Side, Area 3 SC 7.0 - 121.2 1 125.0 96 SG-55 Parking Lot, N. Side, . . Area '3 . Sc 6.5 - 120.4 1 125..0 - 96 - SG-56 Parking Lot, Middle, Area 3 sc 8.7 123.5 1 125.0 98 SG-57 - Parking Lot, N.E. . Side, Area 3 - sc 6.8 121.9 1 125.0 97 - SG-58 SC-27 N.W. Side of Bldgs. SC 7.2 119.8 - 1 125.0 95 SG-59 Drive, N.W.of Bldgs. SC 5.5 122.0 1 125.0 97 Woodward. Clyde Consultants Compaction Test Results Job Name Poinsettia Village Date Reported 5/10/88 Job Number 8751264W-EW02 (Subgrade) 0 Dates Covered December 1, 1987 through March 10, 198 . 81 Page 5 Of 10 - FIELD MOIST. - . ADJ. MOIST TEST RETEST ELEVATION CONTENT FIELD LAB LAB . . FIELD ROCK ADJ. LAB CONTENT DATE NUMBER OF LOCATION . - OF TEST ¼ DRY WT. DENSITY PCF SAMPLE NO, DENSITY PCF ¼ DRY WT. DENS. PCF ¼ DRY WY. RELATIVE COMPACTION ¼ OF LAB. DENS. Mar 07 SG-60 Parking Area, Middle, 1988 Area -4 . SC 6.3 118.6 1 125.0 95 SG-61 , Parking Area, E. Side, Area 4 SC 8.3 119.4 1 125.0 95 SG-6.2 Parking Area, S.E. Side, Area 4 SG 6,.l 121.1 1 ..125.0 96 SG-63 Parking Area, 5' Side, Area 4 SC 5.9 120.5 1 125.0 96 . SG-64 Parking Area, E. Side, Area 4 SC . 7.2 118.6 1 125.0 . . 95- SG-65 Parking Area, E. Side, - Area 5 SC, 8.5 121.4 1 125.0 97 SG-66 . Parking Area, S.E. Side, Area 5 sc . 8.0 116.6 1 125.0. .. . 93 SG-67 Parking Area, Middle, Area 5 SC 6.7 121.0 1 125.0 96 SC-68 Parking Area, N-Middle, . Area 5 sc 6.0 118.7 1 125.0 95 SG-69 Drive, S.W. Side, Area 4 sc . 6.7 . 119.4 . 1 125.0 95 SG-70 Parking Lot, S.E. Side, Area 13 ' . sc . ' 8.1 112.5 2 116.0 0 97 SG-71 Parking Lot, S.E. Side, Area 137' .sc 7.7 112.5 2 116.0 97. SG-72 Parking Lot, Border 0 of Areas 12 and '13 SC ' 10.3 110.2 2 116.0 . 95 SG-73 . Parking'Lot,N. Side, 0 Area 12 , . Sc 8.8 112.9 2 116.0 97 SG-74 Parking Lot, N. Side, Area 5 sc 7.5 121.4. 1 125.0 . 0 , 97 Woodward-Clyde Consultants Wr Compaction Test Results Job Name Poinsettia Village Date Reported 10 8 Job Number 8751264W-EW02 (Subgrade) Dates Covered . December 1, 1987 through March . 10., 1988 . . Page v Of 10 TEST DATE NUMBER RELATIVE COMPACTION /, OF LAB. DENS. RETEST OF . LOCATION - ELEVATION OF TEST FIELD MOIST. CONTENT % DRY WT. . FIELD DENSITY PCF LAB SAMPLE NO. . ADJ. MOIST. LAB FIELD ROCK ADJ. LAB CONTENT DENSITY PCI' V. DRY WT. DENS. PCI' V. DRY WI. Mar07 . SG-75 Parking Lot, N. Side, . . . . . . 1988 . Area 5 . SG. 5.6 . . 115.7 1 125.0 92 SG-76 . Parking Lot, Middle, Area 5 SG 7.3 113.2 1 125A 90 SG-77 Parking Lot, S.W. Side, Area 5 SG . 6.8 122.0 1 125.0 . . 97 Sc-78 Drive, S.W. Side, . . . Area 5 - SC 5.8 122.1 1 125.0 . . . 97- SG-79 Drive, W. Side, Area . . 5 . SG 8.2 119.1 1 125.0 . . 95 Mar 08 SG-80 SC-66 Parking Lot,-S.E. 1988 0 Side, Area 5 SG 5.5 . 119.0 . 1 125.0 . 95 SG-81 SC-75 Parking Lot, Ni Side, . . . Area 5 SC 6.5 120.8 1 . 125.0 . . 95 SG-82 SG-76 Parking Lot, Middle, . Area 5 . SG 9.7 122.5 11 125.0 . 98 SG-83 Parking Lot, S. Side, Area 5 SC 7.5 119.5 1 125.0 0 . . 95 SG-84 Parking Lot, N. Side, Area 10 SG 8.9 119.8 1 125.0 . 95 SG-85 Parking Lot, N.E. . . Side, Area 10- SG 7.4 118.8 -1 125.0 . . 95 SG-86 Parking Lot, N.W. Side, Area 6 SC 7.1 119.0 1 125.0 95 SG-87 Parking Lot, W-Middle, . .. . Area 6 . . SC - 7.8 118.8 1 125.0 - 95 SG-88 Parking Lot, S.W. Side, Area 6 - SC 8.1 - 120.3 1 125.0 96 Woodward-Clyde Consultants ArA Compaction Test Results Job Name Poinsettia Village Job Number 8751264W-EW02 (Subgrade) Dates Covered December 1, 1987 through March 10, 1988 Date Reported 5/10/88 Page 7 Of 10 TEST RETEST DATE NUMBER OF FIELD MOIST. ADJ. MOIST. RELATIVE ELEVATION CONTENT . FIELD LAB LAB FIELD ROCK ADJ. LAB CONTENT COMPACTION V. OF LOCATION OF TEST /. DRY WT. DENSITY PCF SAMPLE NO. DENSITY PCF V. DRY WI. DENS. PCF V. DRY WY. LAB DENS Mar 08 SG-89 1988 SG-90, SG-91 SG-92 SG-93 SG-94 SG-95 SG-96 SG-97 SG-98 SG-99 SG-100 SG-101 SG-1'02 SG-103 SG-104 SG-105 Parking Lot, N.E. Side, 'Area 10 SG Parking Lot, Middle, Area 10 SG Parking Lot, W. Side j. Area 10 SG Drive,. S. Side, Area 10 . Sc Parking Lot, S. of S.W. Corner, Area 6 SG Parking Lot, S.W. Side, Area 6 . SC Parking Lot, S.W. Side, Area 6 SG Parking Lot, E. Side, Area 10 SG Parking Lot, S.W. Side, Area 10 SC Parking Lot, S. Side, Area 10 sc Drive, S. of Area 10 sc Drive, W. of Area 10 sc Drive, W. of Area 10 SC Drive, W. of Area 10 . SC Drive, W. of Area 10 SG Parking Lot, 50' E. of.Bldg. E . SG Parking Lot, 50' E. of Bldg. E SG 8.2 119.7 1 125.0 9.0 118. . 1 125.0 7.0 120.3 . 1 125.0 7.9. 112.6 1 125.0 5.9 120.1 1 125.0 6.8 119.2 1 120 7.2 119.7 1 .125.0 7.7 118.8 1 125.0 8.8 119.5 1' 125.0 8.9 119.1 1 125.0 7.5 117.8 1 125.0 8.1 118.3 1 125.0 6.3 116.2 1 125.0 9..6 114.9 1 125.0 6.9 118.8 1 125.0 8.1 119.6 1 125.0 10.3 120.9 1 125.0 95 95 96 90 96 95 95 95 95 95 94 94 93 91 95 95 96 Woodward-Clyde Consultants VY Compaction Test Results Job Name Poinsettia Village Date Reported 5/10/88 Job Number 8751264W-EWO2 (Subgrade) Dates Covered December 1, 1987 through March 10, 1988 Page 8 Of 10 TEST RETEST DATE NUMBER OF LOCATION FIELD MOIST AOJ. MOIST. RELATIVE ELEVATION CONTENT . FIELD LAB LAB FIELD ROCK AOJ. LAB. CONTENT COMPACTION V. OF OF TEST /. DRY WT. DENSITY PCF SAMPLE NO. DENSITY PCF 'I. DRY WT. DENS. PCF V. DRY WI. LAB. DENS. Mar 08 SG-106 Drive, 65' E. of 1988 Bldg. E Sc 7.8 118.7 . 1 125.0 SG-10.7 Parking Lot, 100' E. of Bldg. E SG 6.1 118.7 1 125.0 SG-108 Drive, 80' E. of Bldg. D SC 9.6 124.9 .1 125.0 SG-109 Drive, 65' E. of Bldg. D SC 8.8 124.2 1 . 125.0 SG-110 Parking Lot, 40' E. . of Bldg. D SC 10.4 .121.2 1 125.0 SC-ill Drive, 40' E. of Bldg. D SG 8.5 121.7 1 125.0 SG-112 Drive, 30' E. of Bldg. D SG 9.7 125.4 1 .125.0 Mar 09 SG-113 Drive, N. of Bldg. A SG . 8.7 119.6 1 125.0 1988 SG-114 Drive, N.E. of Bldg. A SG 6.2 119.5 1 125.0 SG-115 Parking Lot, E. of Bldg. B SC .9.1 119.9 1 125.0 SC-116 Drive, E. of Middle Bldg. B . SG 9.6 122.6 .1 125.0 SG-117 Drive, E. of Middle Bldg. B . SC 10.8 121.9 1 125.0 SG-118 Parking Stall, E. of Middle Bldg. B SG 8.1 118.9 1 . 125.0 SG-119 Drive, S.E. Corner, Bldg. B . SG 7.3 121.8 1. 125.0 SG-120 Drive, N. of Bldg. A SC 6.2 118.8 1 125.0 SC-121 Drive, N.W. of Bldg. A SC 8.8 122.0 1 125.0 Woodward-Clyde Consultants w 95 95 99 99 96 97 100 95. 95 95 98 97 95 97 95 97 Compaction Test Results Job Name Poinsettia Village . " Date Reported 5./10/88 S Job Number . . 8751264W-EW02 (Subgrade) - Dates Covered December 1, 1987 through March 10,, 1988 . . . P age 9 Of 10 TEST DATE NUMBER RE OF TEST LOCATION ELEVATION FIELD MOT DENSDPCF SAM LAS NO LABPLE DENY PCF FIELD ROCK ADJ A CONTENT DJMST COMPACON/ OF Mar 09 SG-122 Drive, W. of Bldg.' A SG 7.6 118.8 1 125.0 " 95 . 1988 SG-123 , Drive,.-S.W. Side, Area 12 . SG . , 5.0 118.9 ' 1 125.0 SG-124 . . Drive, S. Side, Area 12 ' " SG . 6.9 :123.5 . 1 125.0 '. . 98 SG-125 , Drive, S.. E,. Side, Area 12 ' . SG '' 4.3 , 120.7 1' 125.0 ' ' ' ' 96 SG-126 Drive, S.W. Side, 'Area 5 ' ' SG 7.5 120.1 . .1 125.0 96 SG-127 . Drive, S. Side, Area -5 SG 5.8 122.0 '1' 125.0 ' . 97 SC-128 , '- Drive, S.E. Side,' Area 5 5 5 Sc- - ' . 8.0 124.8 :.. i 125.0 - . 5 99 SG-129 Drive, Middle-N, Area 6 ' , SG' - 4.0 119.8- 1 125..0 S , ' .95 SG7130 Drive, S. of Area 6 SC - - 5.6 124.7 1 125.0 5 . '99 - ' SG-131 - Drive, S. E. Side, Area 5 ' SC - 6.0 - 119.5 ' 1 125.0 5 95 SG-132 Drive, E. Side, Area 5 5 5 SC' . 5.0 121.8 1 125.0 5 97 SG-133 Drive, N.E.Sidé, Area '5 - SC 4.2 123.1 - 1 125.0 5 98 SG-134 - Drive, E. Side, Area . S - ' 4 ' SC - 7.0 125.4 1 125.0 .100 G-135 - Drive, S.E. Side, Area 3 SC 10.1 124.1 1 125.0 '' 99 SG-136 Drive, N.E. Side, ' Area 3 ' SC .5.6 - 125.9 1 125.0 S 5 100 SG-137 Drive, N. Side, Area S 3 , SG ,8.2 122.3 1 ' 125.0 97 S Woodward-Clyde Consultants Mar 09 SG-138 Drive, N. Side, Area 1988 3 SG SG-139 - Drive, N. Side, Area 3 . SG SG-140 Drive, N. Side, Area 3 . . . SG SG-141 . Drive, N.W. Side, Area -SG SG-142 . .. Drive, S. of Area 6 0 . SG Mar 10 SG-143 SG-92 Drive, S. Side Area 10 SG 1988 .. SG-144 SG-99 Drive, S. of Area .10 SC SG-145 . SG-100 Drive, W. of Area 10 SC SC-146 SG-101 Drive, W. of Area 10 c SG-147 SG-102 Drive, W. of Area,10 SC SG-148 Filled in Sewer Site . . . . SC SG-149 Filled in Sewer Lot SC S-150 SC-148 Filled,in Sewer Lot SC 7.6 123.8 . 1 125.0 6.8 122.0 1 125.0 6.4 0122.4 1 125.00 6.9 123.6 1 125.0 10.1 122.1 1. .125.0 7.7. 118.8 . 1 . 125.0 6.5. 120.3 . 11 125.0- 8.9 . .119.0 . 1.. . . 125.0 8.7 1120.8 1 .125.0 8.4 121.0 1 125.0- 7.5 110.9 1 1250.0 0 :0 8;3 122.2. 1 125.0 77 119.4 1 125.0 99 97 97 98 97 .95 96 95 96 96 88. 97 95. Compaction Test Results Job Name Po.inettia Village . . . Date Reported 5/10/88. Job Number,875 1264W-EWO2 (Subgrade) Dates Covered December 1, 1987 through March 10, 1988 0 Page 10 Of 10 FIELD MOIST. . . . ADJ. MOIST. RELATIVE TEST RETEST . ELEVATION CONTENT FIELD LAB LAB FIELD ROCK ADJ. LAO CONTENT COMPACTION % OF DATE NUMBER OF LOCATION OF TEST ¼ DRY WT. -- DENSITY PCF SAMPLE NO, DENSITY PCF ¼ DRY WT. . DENS. PCF /. DRY WY. LAB DENS 'Woodward-Clyde Consultants My Compaction Test Results Job Name Poinsettia Village Job Number 8751264W-EW02 (Sewer Trench Backfill) Dates Covered August 5, 1987 through March 10, 1988 Date Reported 5/10/88 Page 1 of 8 FIELD MOIST. . ADJ. MOIST. RELATIVE TEST RETEST ELEVATION CONTENT FIELD LAB LAB FIELD ROCK AOJ. LAB CONTENT COMPACTION /. OF DATE NUMBER OF LOCATION OF TEST % DRY WT. DENSITY PCF SAMPLE NO. DENSITY PCF % DRY WT. DENS. PCF V. DRY WT. LAB. DENS Aug 05 SW-1 1987 SW-2 SW-i SW-3 SW-4 SW-5 SW-6 SW-7 SW-8 SW-9 SW-10 SW-9 SW-11 SW-12 SW-13 SW-14 SW- 15 Middle Lateral to Bldg. F, Std. 0+70 63' 10.2 114.0 4 131.0 87 Middle Lateral to Bldg. F, Sta. 0+72 63' 8.2 120.1 4 131.0 91 Middle Lateral to . . Bldg. F, Sta. 0+35 61' 9.4 117.9 4 131.0 . 90 Middle Lateral to Bldg. F,.Sta. 0+50 65' 9.2 119.1 4 131.0 . 90 Middle Lateral to Bldg. F, Sta. 0+20 59' 12.4 119.4 4 131.0 . 91 Middle Lateral to Bldg. F, Sta. .0+05 64' 10.7 119.3 4 131.0 . . 91 S. Lateral to Bldg. F, . Sta. 0+60 63' 7.9 115.3 . 3 .126.5 91 S. Lateral to Bldg. F, Sta. 0+45 60' 8.9 114.0 3 126.5 . 90 S. Lateral to Bldg. F, . Sta. 0+17 61' 11.1 112.2 3 126.5 . 88 S. Lateral to Bldg. F, . F Sta. 0+15 62' 10.7 115.2 3 126.5 91 S. Lateral to Bldg. F, Sta. 0+07 64' 10.6 114.6 3 126.5 . . 90 N. Lateral to Bldgs. E and F, Sta..1+05 64' 9.5 . 114.2 3 126.5 . 90 N. Lateral to Bldgs. E and F, Sta. 0+52 62' 10.6 116.1 . 3 126.5 . 91 N. Lateral to Bldgs. . E and F, Sta. 04-30 59' 9.5 115.2 5 127.0 90 N. Lateral to Bldgs. . E and F, Sta. 0+12 62' 11.2 116.6 5 127.0 . 91 Woodward-Clyde Consultants 9,1,41 Compaction Test Results Job Name Poinsettia Village Date Reported 5/10/88 Job Number 87'51264W-EW02 (Sewer Trench Backfill) S Dates Covered August 5, 1987 through March 10, 1988 Page 2 Of 8 TEST DATE NUMBER RETEST OF LOCATION ELEVATION OF TEST FIELD MOIST. CONTENT /. DRY. WT. FIELD LAS DENSITY POP SAMPLE NO. LAS DENSITY PCF ADJ. MOIST. RELATIVE FIELD ROCK ADJ. LAB CONTENT COMPACTION 'A OF Aug 05 SW-16 N. Lateral to Bldgs. 1987 . E and F, Sta. 0+04 64' 13.0 112.4 5 127.0 88 SW-17 SW-16 N. Lateral to Bldgs. '. E and F, Sta. 0+06 64' , 11.2 ' 114.8 5 127.0 90 SW-18 Lateral to Bldg. D, Sta. 1+20 62' 15.7 111.3 5 127.0 87 Aug 06 SW-19 SW-18 Lateral to Bldg. D, 1987 Sta. 1±15. 62' 14.4 11,7.4 5 127.0 92 SW-20 Lateral to 'Bldg. D, Sta. 0+75 63' 10.4 117.2 5 127.0 5 92 SW-21 Lateral to Bldg. D, S Sta. 0+40 ' 10.8 114.8 5 127.0 90' SW-22 Lateral to Bldg. D, S. Sta. 0+27 59' 11.6 117.1 ' 5 127.0 S 92 SW-23 Lateral to Bldg. D, . Sta. 0+15 ' 57' 13.8 ' 112.0 5 127.0 ' S ' 88 SW-24 SW-23 Lateral to Bldg. D, Sta. 0+19 57' 13.4 114.5 ' 5 127.0 S , 90 SW-25 Lateral to Bldg. D, S S Sta. 0+09 61' '12.4 116.1 5 127.0 91 SW-26 Lateral to Bldg. D, Sta. 0+02 63' 12.2 ' 115.9 55 5 127.0 . 91 SW-2'7 Lateral to Bldg. D, Sta. 0+60 ' 65' 12.8 115.4 5 127.0 90 SW-28 S S. Lateral to Bldg.-C, Sta. 0+75. . 64' 12.0 115.5 ' 3 126.5 5 91 SW-29 S. Lateral to Bldg. C, Sta. 0+25 9.0 119.4 4 131.0 '' ' 91 Woodward. Clyde Consultants Compaction Test Results Job Name P oinsettia . Village . S Date Reported 5/10/88 . Job Number . 875 1264W-EWO2 (Sewer Trench Backfill) Dates Covered . . Page . Of 8 August 5, 198 7 through March 10, 1988 TEST DATE NUMBER RETEST OF LOCATION FIELD MOIST. ELEVATION CONTENT FIELD LAB LAB OF TEST % DRY WI. DENSITY PCF SAMPLE NO. DENSITY PCF ADJ. MOIST, RELATIVE FIELD ROCK ADJ. LAB CONTENT COMPACTION V. OF V. DRY WI. DENS. PCF V. DRY WI. LAB. DENS. Aug 06 SW-30 S. Lateral to Bldg. C, I 1987 Sta. 0+50 62' SW-31 S. Lateral to Bldg. C, Sta. 0+10 60' SW-32 S. Lateral to Bldg. C, I, Sta. 0+05 64' SW-33 Lateral to Bldgs. A and B, Sta. 2+34 64' SW-34 Lateral to Bldgs. A and B, Sta. 1+90 64' SW-35 Lateral to Bldgs. A and B, Sta. 1+70 66' Aug 07 SW-36 Laterál.to Bldgs. 1987 A and B, Sta. 1+30 64' SW-37 Lateral to Bldgs. A and B', Sta. 1+00 66' SW-38 Lateral to Bldgs. A and B, Sta. 0+63 63' SW-39 Lateral to Bldgs. A.and B, Sta. 0+30 62' SW-40 SW-39 Lateral to Bldgs. A and B, Sta. 0+28 62' SW-41 Lateral to Bldgs. A and B, Sta. 0+50 65' SW-42 Lateral to Bldgs. A and B, Sta. 2+20 67' SW-43 Lateral to .Bldgs. A and B, 25' E., Sta. 1+63 67' 11.3 115.2 5 12.7.0 90 10.7 115.6 5 127.0 . 91 9.5 114.4 5 127.0 S 90 11.7 114.5 5 127.0 90 9.4 114.3 3 126.5 90 13.9 115.8 3 126.5 ..91 9.6 115.3 5 127.0 . 90 12.6 116.6 5 . .127.0 ' 91 11.4 116.6 5 127.0 . . 91 9.0 108.3 '5 127.0 85 9.2 115.8 5 127.0 S 91 10.8 120.1 4 131.0 . 91 7.9 119.5 4 131.0 91 10.4 118.1 4 ' 131.0 . 90 &A- Woodward-Clyde Consultants Aug 07 SW-44 Lateral to Bldgs. - 1987 A and B, Sta. 1+00 67' 9.7 SW-45 Lateral to Bldgs. A and,B, Sta. 0+15 64' 9.8 SW-46 N. Lateral to Bldg. C, - Sta. 1+10 61' 10.2 SW-47 N. Lateral to Bldg. C, - Sta. 1+30 63' 9.7 SW-48 SW-47 - N. Lateral to Bldg. C, - Sta. 1+32 63' 11.1 SW-49 N. Lateral to Bldg. C, Sta. 1+00 65' 11.0 SW-50 N. Lateral to Bldg. C, Sta. 0+70 60' 15.1 SW-51 N. Lateral to Bldg. C,' Sta. 0+90 67' 11.0 SW-52.' SW-50 N. Lateral to Bldg. C, Sta. 0+65 60' 10.0 SW-53 - N. Lateral to Bldg. C, Sta. 0+45 - 62' 10.4 .SW-54, . N. Lateral to Bldg. C, Sta.'0+30 62.' - 12.7 SW-55 . N. Lateral to Bldg. C, - Sta. 0+50 64' 10.2 SW-56 - N. Lateral to Bldg. C, - Sta. 0+15 62' 10.8 SW-57 N. Lateral to Bldg. C, - -. - Sta. 0+25, 64' 10.2 -116.5 4 131.0 114.2 - 3 126.5 117.7 - 3 126.5 116.8' - 4 131.0- 120.9', 4 131.0-- 118.5 .4 131.0' - 113.7 4' :1310 120.3 4 131.0 119.0 4 - 131.0 114.6 5 . 127.0 114.9 5 127.0 115.2 5 127.0 114.5 5 . 127.0 .115.2 5 127.0 90 90 93 89 92 90 86 91 90 90 90 90 90 90 - Compaction Test Results Job Name Poinsettia Village Date Reported 5/10/88 Job Number - - oI)LLo+w-wuL ewer Trench aCKt1.LI) - -, Dates Covered Page 4 Of 8 August 5, 1987 through March 10, 1988 - - - . FIELD MOIST. TEST RETEST ELEVATION CONTENT FIELD LAB LAB FIELD ROCK ADJ. LAB DATE NUMBER OF LOCATION OF TEST % DRY WI. - DENSITY PCF SAMPLE NO. DENSITY PCF % DRY WT. DENS. PCF ADJ. MOIST CONTENT V. DRY WI. RELATIVE COMPACTION V. OF LAB. DENS, Woodward-Clyde Consultants my Compaction Test Results Job Name, Poinsettia village . . . . Date Reported 5/10/88 Job Number 8751264W-EW02 (Sewer Trench Backfill) Dates Covered August 5, 1987 through March 10, 1988 Page 5 Of 8 TEST DATE NUMBER COM RELATIVE PACTION V. OF DENS RETEST OF . LOCATION ELEVATION OF TEST CONTENT Y. DAY WT, ' FIELD DENSITY PCF FIELD MOIST. LAB SAMPLE NO. . LAB ' DENSITY PCF ADJ. MOIST. FIELD ROCK ADJ. LAB CONTENT V. DAY WT. DENS. PCF ' V. DRY WT.LAB Aug 10 •SW58 N. Lateral to Bldg.. C, 1987 . Sta. 0+20 . . .66' 10.5 115.4 5 127.0 .' ' , 90 SW-59 ' N. Lateral to. Bldg. C, . Sta. 0+70 ' 68' 11.1 . 115.8 5 127.0 91 Aug 11 SW-60 Lateral to Bldg. G, 1987 Sta. 0+50 61' ' 10.9 113.3 3 126.5 . 89 'SW-61 ' Lateral to Bldg. C, Sta. 0+45 65' 11.3 117.4 3 126.5 . 92 SW-62 SW-60 Lateral to Bldg. C, , 0 Sta. 0+45 61' 10.9 . 114.8 3 126.5 . . 90 SW-63 Lateral to Bldg. •G, +30 Sta 0+30-, , 63' 12.3 117.6 3 126.5 92 SW-64 Lateral to Bldg.. G,. Sta. 0+10. . . 62' 13.3 110.2 5 127.0 . 86 SW-65 SW-64 Lateral to Bldg. G, . . . Sta. 0+08 62' 11..2 114.4 5 127.0 . 90 SW-66 Lateral to Bldg. C, Sta. 0+22 , . 64' 13.7 116.7 5 127.0 . 91 SW-67 Lateral to Lot 7, Sta. 0+12 60' 11.5' 110.0 . 2 116.0 , 94 SW-68 Lateral to Lot 7, Sta. 0+30 . 63' 15.8 108.2 2 116.0 . . 93 . SW-69 Lateral to Lot 8, . Sta. 0+10 61' 10.8 118.5 . 5. . 127.0 . .93 SW-70 Lateral to Lot 8, Sta. 0+25,*. 63' 10.6 117.8 5 127.0 92 Woodward Clyde Consultants '0. . Compaction Test Results Job Name Job Number Dates Covered Poinsettia village 8751264W-EW02 (Sewer Trench August 5, 1987 through March Backfill) 10, 1988 Date Reported 5/10/88 Of age 6 8 - -. DATE NUMBER TEST REOF TEST LOCATION ELEVAflON OF TEST ELD MOT FI CONTENT 'A DRY WT.OENSflVPCF FIELD LAB SAMPLE NO DENJYPCP FIELD ROCK DADJ.LAB CONTENT ENS PCF AOJMOT COMPACflONRELATIVE, OF Aug 12 SW-71 Lateral to Bldg. G, 1987 Sta. 0+75 67' 9.5 115.6 5 127.0 91 SW-72 S. Lateral to Bldg. F, Sta. 0+85 67' 4.6. 121.2 4 131.0 92 SW-73 Middle Lateral to . S Bldg. F, .Sta. 0+60 67' 7.2 120.8 4 131.0 92 SW-74 N. Lateral toBldgs. E and F, Sta. 0+80 67' 6.0 120.1 4 131.0 91 SW-75 . N. Lateral to Bldg. - D, Sta. 0+78 67' 6.1 119.5 4 131.0 91 SW-76 S. Lateral to Bldg. . C, Sta. 0+62 67' 10.1 116.4 5. 127.0 . 91 SW-77 Lateral to Lot 7, . Sta. 0+20 . 65' 9.4 115.3 5 .127.0 90 SW-78 Lateral to Lot 8, Sta. 0+15 65' . 10.2 116.1 5 127.0 .91 SW-79 Lateral to Bldg. D, . Sta. 0+18 64' 14.0 115.8 5 127.0 91 SW-80 Lateral to Bldg. D, - Sta. 0+05 66' 12.5 116.0 5 127.0 91 Sep 04 SW-81 Lateral to Bldg. C, S .. 1987 Sta. 0+25 65' 11.0 116.7 5 127.0 5 . 91 Sep 16 SW-82 Lateral 1+97 10' W. 1987 of-Curb 56' 7.5 99.6 2 116.0 85 SW-83 SW-82 Lateral 2+1 io'.w. . . of Curb 56' 7.0 112.1 2 116.0 96 Woodward-Clyde Consultants NW Compaction Test Results Job Name Poinsettia village. Date Reported 5/10/88 Job Number 8751264W-EW02 (Sewer Trench Backfill) Dates Covered August 5, 1987 through March 10, 1988 Page 7 Of 8 TEST DATE NUMBER RETEST OF LOCATION EVATION EL OF TEST FIELD MOIST. CONTENT % DRY WT FIELD DENSITY PCF LAB SAMPLE NO. LAB DENSITY PCF ADJ. MOIST. RELATIVE FIELD ROCK ADJ. LAB /. DRY WT. DENS. PCF CONTENT COMPACflON% OF Sep 17 SW-84 . Lateral 1+98 20' W. . 1987 of Curb, 59'. 10.0 118.2 . 4 . 131.0 .. . 90 SW-85 Lateral 2+1 7' W. '. .. . . ,. . . . of Curb . 61' 10.0 113.-0 2 116.0 . . 9.7 . SW-86 . Lateral 2+00 20' W of Curb 63' . . 9.5 110.8 1 116.0 . . 95 SW-87 . Sta. 3+64 . . 65' 9.3 115.6 3 '.' 126.5 . 91 Oct 07 SW-88 S. Entrance to Site . . . 1987 Sta. 2+90 Centerline -3' 9.7 115.2 1 . 125.0 92 Oct 09. SW-89 S. Entrance to-Site . . . . 1987 Sta. 2+90 Centerline -1 10.3 112.7 1 125.0 . 90 Nov 04 SW-90 . Bldg. A, 35' N. and 4' 1987 W. of S.E.' Corner . 67.4 10.7 114.3 3 126.5 . 90 SW-91 Bldg. B, 64'S. and 11' . W. of N.E. Corner 68.4' 9.4 117.9 3 126.5 . . 93 Jan 11 SW-92 Ave. Encinas Sta. 9+45 1988 5''E. of Curb 63' 8.3 112.9 1 125.0 90 SW-93 Ave. Encinas Sta. 9+45' 5' E. of Curb 65' . 8.7 114.3 1 . 125.0 . . 91 Mar 10 SW-94 8' W. and 22' S. of . 1988 Storm.Drain .0 Box 64' 7.3 104.9 1 125.0 . 83 SW-95 8' W. and 37' N. ,*of . . Storm Drain C Box 64' 7.7 103.4 1 125.0 . . 82 SW-96 10' W. and 0' N. of . Storm Drain C Box 63.3' . 11.0 1163 1 125.0 93 NOTE: Tests SW-94 and SW-95 re-excavated and replaced. , Woodward-Clyde Consultants 0 Compaction Test Results Job Name Poinsettia Village Date Reported 5/10/88 Job Number 8751264W-EW02 (Sewer Trench Backfill) Dates Covered August 5, 1987 through March 10, .1988 .. Page 8 8 - FIELD MOIST. -- ADJ. MOIST. RELATIVE TEST RETEST . ELEVATION CONTENT FIELD LAB LAB FIELD ROCK .ADJ. LAB CONTENT COMPACTION V. OF DATE NUMBER OF LOCATION OF TEST ¼ DAY WT. DENSITY PCF SAMPLE NO. DENSITY PCF P. DRY WI. DENS. PCF V. DRY WI. LAB DENS Mar 10 SW-97 401 W. x 35' N. of 1988 Storm Drain C Box -63.2' . 10.1 110.8 .1 125.0 SW-98 SW-97 40'.W. x 35' N. of . Storm Drain C Box . 63.2' 9.2 :113.1 1. 125.0 SW-99 45' W. x 55' N. of Storm Drain C Box 55.8' 8.5 114.4 1 125.0 SW-100 . 45' W. x 55' N. of . Storm Drain C Box 58.5' 6.5 114.0 . 1 125.0 SW-101 45' W. x 55' N. of Storm Drain C Box 58.5' 6.7 116.0 1 125.0. SW-102 - 45'. W. x -55' N. of -. - - - Storm Drain C Box 59.5' 7.0 113.2 1- 125.0 SW-103 - 8' W. •and -20' S. of . Storm Drain -C Box 63' - 12.1 . 112.6 - 1 .125.0 SW-104 . .45' W. x 55' N. of - - - - -- Stbrm DrainC Box 61' - 8.7 117.0 1 125.0 SW-105 - 8' W. and 55' N. of . Storm Drain C Box - 65' 7.3 . 114.1 - 1 125.0 SW-106 8' N. and 10'S. of - - - Storm Drain C Box 64' - 8.6 - 110..3 1 125.0 SW-107 SW-106 8' W. and 10' 5.. of Storm Drain C Box 64' - 8.0 113.4 1 125.0 SW-108 45' N. and 55' W. of Storm Drain C Box 63' 7.9 112.9 1 125.0 SW-109 - . 45' N. and 55' W. of - Storm Drain C Box 64.5' 7.1 117.5 1 125.0 88 90 91 91 92 90 90 93 91 88 90 90 94 Woodward-Clyde Consultants ACIA Job Name Job Number Dates Covered Compaction Test Results Poinsettia Village 875 I264W-EWO2 (Building and Fill Pads) July 13, 1987 through July 16, 1987 RETEST OF . LOCATION . ELEVATION OF,TEST FIELD MOIST. CONTENT V. DRY WI. FIELD DENSITY PCF LAB SAMPLE NO. LAB DENSITY PCF Bldg. E 67.5' 11.0 110.8 1 125.0 Bldg. B 67.5' 8.9 115.4 1 125.0 Bldg. C 67.0' 10.3 113.2 1 125.0 Bldg. C . 67.5' 9.3 113.4 1 125.0 Bldg. E 67.5' 9.9 114.6 .1 125.0 Bldg. B 67.5' 12.5 106.8 2 116.0 Bldg. H. 67.0' 9.0 115..6 3 126.5 Bldg. G 67.5' 11.4 117.6 3 126.5 Bldg. F 67.5' 9.0 114.8 . 3 126.5 Bldg. F 67.5' 8.7 114.2 1 125.0 Bldg. 0 . 67.5' 10.9 120.4 3 126.5 Bldg. H FG . 68.4' . 9.1 115.3 3 .126.5 Bldg. H FG 68.5' 9.9 115.3 13 126.5 Bldg. C FG 68.4' 9.5 115.4 3 126.5 Bldg. G FG 68.4' 8.1 1.16.2 1 125.0 Bldg. P FG. 68.4' 8..8 116.7 3 126.5 Bldg. F FG 68.4' . 12.1 116.9 3 126.5 Bldg. F FG 68.4' 10.4 115.4 3 126.5 Bldg. F FG .68.4' 11.7 116.0 3 126.5 Bldg. E FG. 68.4' 10.2 .117.9 3 . 126.5 Bldg. E FG 68.4' 10.4 118.7 .3 126.5 Bldg. D . •FG 68.4' 9.8 116.9 3 126.5 Bldg. D FG 6.8.4' 10.0 116.2 3 126.5 Bldg. C FG 68.4' 11.0 117.2 . 3 . 126.5 Bldg. C . FG 68.4' 10.4 119.0 3 126.5 Bldg. C FG 68.4' 9.2 119.4 3 126.5 Bldg. C FG 68.4' 9.8. 119.0 3 . 126.5 TEST DATE NUMBER Jul 13 1 1987 2 3 4 Jul 14 5 1987 6 7 8 9 10 11 Jul 15 12 1987 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 Date ReportJ,10/88 Pap OJ. ADJ. MOIST. RELATIVE FIELD ROCK ADJ. LAB CONTENT COMPACTION V. OF V. DRY WT. DENS. PCF % DRY WY. LAB. DENS. 88 92 90 90 91 92 91 93 90 91 95 91 91 91 93 92 92 91 91 93 93 92 91 92 94 94 94 Woodward-Clyde Consultants 0 Compaction Test Results Job Name Poinsettia Village Job Number 8751264W—EW02 (Building and Fill Paü) Dates Covered July 13, 1987 through .July 16, 1987 - Date Report1, 10/88 Pap O TEST DATE NUMBER RETEST OF LOCATION ELEVATION OF TEST FIELD MOIST. CONTENT - ~ DRY WT. FIELD DENSITY PCF LAB SAMPLE NO. . ADJ. MOIST. LAB FIELD ROCK ADJ. LAB CONTENT DENSITY PCF V. DRY WT. DENS. PCF V. DRY WY. RELATIVE COMPACTION % OF LAB. DENS. Jul 16 28 Parking Lot, W. Side 1987 . . of-Bldg. C 6.7.0' 10.7 116.5 3 126.5 92 29 Parking Lot, W. Side . . . . . . .. of Bldg. -E . 67.0' 11.4 120.6 3 126.5 . . 95 30 Parking Lot, W. Side . .. . . of Bldg. F- . 6-7.0' 13.4- 116.7 3 . 126.5 .- 92 31 - Bldg. B FIG 68.4' 9.5 121.1 .3 . .126.5 . . 95 32 Bldg. B FG 68.4'. 11.5 -121.1 3 126.5 95 33 Bldg. -B . FG. 68.4' 87 120.5 .3 126.5. . . 95 34 Bldg. B - FIG 68.4' -9.8 118.3- 3 126.5 93 Woodward. Clyde Consultants -- I• • 11, PLASTICITY CHARACTERISTICS 1 2 Liquid Limit, % - - Plasticity Index, % NP NP Classification by Unified Soil SM SM Classification System ) C f I cj m j f SILT & CLAY] I COBBLESj GRAVEL SAND 1001 I 0 Hi z80 I 150 140 ZERO AIR VOIDS CURVES —2.80 SIG —2.7OSIG 2.60 SG 2.50 SIG 60 I- uj 40 0 CE a. 20 0I I_ III 1111 II III idoo ioo 10 1.0 0.1 0.01 0.001 GRAIN SIZE, mm MECHANICAL ANALYSIS 130 DIRECT SHEAR TEST DATA Dry _Density, _pcf Initial Water Content, % Final Water Content, % Apparent _Cohesion, _psf Apparent Friction Angle, degrees SWELL TEST DATA Initial _Dry _Density, _pcf. Initial Water Content, % Final _Dry _Density, _pcf Final Water Content, % Load, psf .Swell, percent 9011111 III ___ Maximum Dry 0_1 0 2 L - Density, pcf 125.0 116.0 " Optimum Moisture - - - _____ Content, % 8.5 9.5 80 MOISTURE CONTENT,% = = = ___ 0 10 20 30 LABORATORY COMPACTION TEST SAMPLE LOCATION 1 LOT 1, BLDG. A 2 LOT J MECHANICAL/MOIST 40 LABORATORY COMPACTION TEST METHOD: #1—ASTM—D 1557-78B SAMPLE t7-AcTM-fl 1 7-7A I FILL SUITABILITY TESTS I POINSETTIA VILLAGE DRAWN BY: cb I CHECKED BY: ,f'PROJECTNo: 8751264W_EW01I DATE: 5/6/88 FIGURE NO: 1. WOODWARD-CLYDE CONSULTANTS SAMPLE LOCATION 3 BLDG. C 4 PKG. LOP, W. SIDE OF BLDG. MECHANICAL/MOIST 40 LABORATORY COMPACTION TEST METHOD: f3—ASTM—D 1557-78 A PLASTICITY CHARACTERISTICS 3 4 5 Liquid Limit, - 24 Plasticity Index, % NP NP 14 Classification by Unified Soil Classification System SM SM sc 150 ZERO AIR VOIDS CURVES —2.80 SG - 2.70 SG - 2.60 SG 140 2.50 SG ECOBB LES I_GRAVEL ND 1SA f__I_ SILT &CLAY] 100 A ;::F H z LU 40 C-) cr w 0- 20 0i 1 iii 1 1 II I III II! I J 1000 100 10 1.0 0.1 0.01 0:001 GRAIN SIZE, mm MECHANICAL ANALYSIS DIRECT SHEAR TEST DATA DryDensity,pcf Initial Water Content, %• FinalWaterContent,% ApparentCohesion,psf Apparent Friction Angle, degrees SWELL TEST DATA Initial _Dry _Density,_pcf Initial Water Content, % Final _Dry _Density, _pcf Final Water Content, % Load,psf Swell, percent #5—LOCATION—SEWER & STORM DRAIN TR.B.F. go I I •I I I 'I ! I I Maximum Dry 0 3 04 11 5 1 Density, pcf 126.5L31.0 127.0H - Optimum Moisture .0 -1--- - Content,% 8.0 80 J MOISTURE CONTENT, o U 10 20 30 I ARflQATfl1V rflMPACTIflPJ TEST - .-- ..... .' -.. SAMPLE #4—ASTM—D. 1557-7 I FILL SUITABILITY TESTS [ POINSETTIA VILLAGE. [DRAWN BY: cb J_CHECKED _____11 _PROJECTNO:8751264W_6W021_DATE:9/11/87 _FIGURE NO: 1 W000WARD-CLYDE CONSULTANTS PLASTICITY CHARACTERISTICS 6 7 Liquid Limit, % - - Plasticity Index, % J NP NP Classification by Unified Soil SM SM Classification System COBBLESJ_GRAVELJSA c _f I_cjm SILT &7CLAY I ND 100 I 80[ H H 150 140 ZERO AIR VOIDS CURVES —2.80 SG —2.70SG 2.60 SG 2.50 SG 60 CL w 40 0 cc 20 0 1 1 i I I I I if fl ri-''t-' -v 1000 100 10 1.0 0.1 0.01 0.001 GRAIN SIZE, mm MECHANICAL ANALYSIS 130 DIRECT SHEAR TEST DATA DryDensity,pcf InitialWaterContent,% Final Water Content, % ApparentCohesion,psf 120 ApparentFrictionAngle,degrees SWELL TEST DATA InitialDryDensity,pcf InitialWaterContent,% FinalDryDensity,pcf FinalWaterContent,% Load,psf Swell,percent Maximum Dry 06 to Density, pcf 113.0 108.5 Optimum Moisture Content,% 13.5 14.5 80 MOISTURE CONTENT,,% 10 20 30 LABORATORY COMPACTION TEST SAMPLE LOCATION 6 7 _STOCKPILE,E.SIDEBLDG.G WATERLINE, STA.11+00 J MECHANICAL/MOIST 40 LABORATORY COMPACTION TEST METHOD: ASTM—D155778A FILL SUITABILITY TESTS POINSETTIA VILLAGE DRAWN BY: cb I CHECKED BY:/2fPROJECT NO: 8751264W—EW0I J DATE: 5/6/88 J FIGURE NO: 2 WOODWARDCLYDE CONSULTANTS PLASTICITY CHARACTERISTICS 8 9 10 Liquid Limit, % -- --- -- Plasticity. Index, % NP -- -- Classification by Unified Soil Classification System SM -- -- COBBLES GRAVEL! SAND c ftc! ml f ISILT&CLAYI 100t I 80 HH 150 140 ZERO AIR VOIDS CURVES —2.80 SG —2.7OSG 2.60 SG 2.50 SG 60 CL — uj 40 0 cc LU A. 20 1_I III 1111 III! Ill 1I 1000 100 10 1.0 0.1 0.01 0.001 GRAIN SIZE, mm MECHANICAL ANALYSIS 130 DIRECT SHEAR TEST DATA Dry _Density, _pcf Initial Water Content, % Final Water Content, % Apparent _Cohesion, _psf Apparent Friction Angle, degrees SWELL TEST DATA Initial _Dry _Density, _pcf Initial Water Content, % Final _Dry _Density, _pcf Final Water Content, % Load, psf Swell, percent I 9C I I I 08 09 10 Maximum Dry Density, pcf 120.0 139.5 .41.0 80o MOISTURE CONTEI Optimum Moisture 9.5 6.0 8. 0 Content, % 10 20 30 LABORATORY COMPACTION TEST SAMPLE LOCATION 8 AVE. ENCINAS IMPROVMENTS 9 W. COAST 10 CARLSBAD 40 LABORATORY COMPACTION TEST METHOD#8—ASTM—D 1557-78A 9—MODFED C #10—ASTM 1557-78 C I FILL SUITABILITY TESTS I POINSETTIA VILLAGE rDRAWN BY: cb I CHECKED BY:7}(JI PROJECT NO: 8751264w—EW02 DATE: 5-1-88 J FIGURE NO: 1 WOODWARDCLYDE CONSULTANTS 150 PLASTICITY CHARACTERISTICS 11 Liquid Limit, % -- Plasticity Index, % -- Classification by Unified Soil Classification System -- GRAVEL SAND fCOB6LES c I f I ci m I f I SILT 5 CLAY] 100 80 60 I- w 40 140 ZERO AIR VOIDSCURVES —2.80 SG —2.7OSG 2.60 SG 2.50 SG 1000 100 10 1.0 0.1 0.01 0.001 GRAIN SIZE, mm MECHANICAL ANALYSIS 130 DIRECT SHEAR TEST DATA Dry_ Density, _pcf Initial Water Content, % Final Water Content, % Apparent _Cohesion, _psf 120 ApparentFrictionAngle,degrees SWELL TEST DATA Initial _Dry _Density, _pcf Initial Water Content, % FinalDryDensity,pcf FinalWaterContent,% Load,psf Swell,percent I I I I I I I I I I Maximum Dry o il Density, pcf 143.0 Optimum Moisture 7.0 I - Content, % 80 I [ MOISTURE CONTENT. % o 10 20 30 LABORATORY COMPACTION TEST SAMPLE LOCATION 11 CARLSBAD 40 LABORATORY COMPACTION TEST METHOD:ASTMD 1557-78C I FILL SUITABILITY TESTS I POINSETTIA VILLAGE [RAWNBY: cb CHECKED BY: PROJECT NO: 8751264_EWO2 j DATE: 5-1-88 FIGURE NO: 2 WOODWARD-CLYDE CONSULTANTS