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Home My WebLink About3288; CARLSBAD VILLAGE DR STREETSCAPE; COMPACTION TEST RESULTS; 1989-09-12=a 1550 Hotel Circle North San Diego, California 92108 (619) 294-9400 Fax: (619) 293-7920 Woodward-Clyde Consultants September 12, 1989 Project No. 8851079W-UD01 SEP 1 4, j969 Harshbarger Construction Corporation 5928 Pascal Court, Suite 310 Carlsbad, California 92008 Attention: Mr. Clifford Moyer COMPACTION TEST RESULTS TRENCH BACKFILL: ELECTRICAL, WALL BACKFILL, WATER LINE, SEWER, PARKING LOT FILL, STORM DRAIN, SUBGRADE AND BASE VILLAGE FAIRE Gentlemen: Attached are the results of field density tests performed at the subject site at the request of Mr. Ken Woods, the project superintendent, 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 D2922-81 (Density of Soil and Soil Aggregate in Place by Nuclear Methods). 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 fi~Ld 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 the all the backfill or subgrade and 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 have no knowledge as to the condition of prepared surfaces, compacted fill, or backfill which we have not observed during preparation or filling or that we have not specifically tested. The surface of trench and retaining wall backfill frequently settles even when backfill is placed under optimum conditions. It is recommended that the design of any facilities such Consulting Engineers, Geologists and Environmental Scientists Offices in Other Principal Cities P~ Harshbarger Construction Corporation Woodward-Clyde Consultants Project No. 8851079W-UD01 September 12, 1989 Page 2 as buildings, slabs-on-grade, etc., placed upon such fill be designed to accommodate the potential settlement. Results of previous tests taken during the grading of this site were included in our report dated July 18, 1988. 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, .. W -CL ,;02WARD Richard P. Y;Mle G.E. 960 RPW/kah Attachments CONSULTANTS ~O ~~Xp-c~ &-~~ a/rpwl5 Compaction Test Results Job Name: ViUage Faire Dates Covered: through August 15, 1989 Job Number 8951079W-UDOI Type of Test: Base-Curb and Gutter Page 1 of 6 Field Relative Moist. Field Lab Lab Adj. Moist. Compa . ction Test Retest Elevation Content Density Sample Density Field Rock Adj. Lab Content % Of Date No. Of Location Of Test % Dry Wt. Pcf No. pcf % Dry Wt. Dens. pcf % Dry Wt. Lab Dens. Dec. 09 B-1 1988 B-2 B-3 B-4 B-5 B-6 B-7 B-8 B-9 B-1 Jan. 12 B-10 1989 B-11 B-10 B-12 B-11 Jan. 13 B-13 1989 B-14 B-15 B13 B16 B 12 12' W. of Washington St. SG 6.1 136.0 6 143.5 94 245' E. and 20' S. of N.W. Cor. Park- SG 5.4 138.2 6 143.5 96 ing Lot 140' E. and 15' S. of N.W. Cor. Park- SG 5.3 136.9 6 143.5 95 ing Lot 25' E and 15' S. of N.W. Cor. Park- SG 5.8 138.1 6 143.5 96 ing Lot 12' E. and 12'.N. of S.W. Cor. Park- SG 5.0 137.8 6 143.5 96 ing Lot 75' E. and 40' W. of S.W. Cor. Park- SG 5.4 136.2 6 143.5 95 ing Lot 150' E. and 60' S. of N.W. Cor. Park- SG 5.4 137.2 6 143.5 95 ing Lot 245' E. and 115' S. of N.W. Cor. Park- SG 5.0 137.9 6 143.5 96 ing Lot 12' W. of Washinton St.. on CL SG 5.0 140.0 6 143.5 97 Grand Ave., 10' W. of 1st Driveway Base 5.1 126.1 6 143.5 87 Grand Ave., 8' W. of lst Driveway Base 5.8 131.9 6 143.5 91 Grand Ave., 5' W. of Ist Driveway Base 6.9 134.8 6 143.5 93 Grand Ave. Pky., W. Entry Drive, Base 5.9 130.5 7 140.0 93 5'W. of E. Edge Grand Ave. Pky., E. Entry Drive, Base 5.9 134.9 7 140.0 96 TW. of E. Edge Grand Ave. Pky., W. Entry Drive, Base 5.3 133.0 7 140.0 95 YW. of Edge Grand Ave., W. Entry Drive, Base 6.2 136.1 7 140.0 97 5' S. of W. Edge a/rpw 15 Woodward-Clyde Consultants Compaction Test Results Job Name: Village Faire Dates Covered: through August 15, 1989 Job Number 8951079W-UD01 Type of Test: Base-Curb and Gutter Page 2 of 6 Field Relative Moist. Field Lab Lab Adj. Moist. Compaction Test Retest Elevation Content Density Sample Density Field Rock Adj. Lab Content % Of Date No. Of Location Of Test % Dry Wt. pcf No. pcf % Dry Wt. Dens. pcf % Dry Wt. Lab Dens. Jan. 19 B-17 130'N. and 60'W. of N.W. Con, Base 6.2 134.6 7 140.0 96 1989 Bldg. 2 B-18 155' N. and 65'W. of N.W. Con, B ase 7.9 133.7 7 140.0 95 Bldg. 2 B-19 155' N. and 60' E. of N.W. Con, Base 4.9 133.9 7 140.0 95 Bldg. 2 B-20 135' N. and 60' E. of N.W. Con, Base 4.9 134.2 7 140.0 95 Bldg. 2 B-21 140' N. x 5' E. of N.E. Con, Bldg. 3 Base 6. 1 128.1 7 140.0 91 B-22 145' N. x 5' E. of N.E. Cor., Bldg. 3 B ase 5.6 133.0 7 140.0 95 May I I B-23 West Parking Lot, 120'N. of Elm Ave. Base 5.6 125.8 7 140.0 89 1989 B-24 West Parking Lot, 165' N. of Elm Ave. Base 6.2 126.3 7 140.0 90 B-25 West Parking Lot, 200' N. of Elm Ave. Base 5.8 127.8 7 140.0 91 B-26 West Parking Lot, 222' N. of Elm Ave. Base 5.9 129.3 7 140.0 92 B-27 B-24 West Parking Lot, 165'N. of Elm Ave. Base 6.5 128.3 7 140.0 91 B-28 B-23 West Parking Lot, 120' N. of Elm Ave. Base 6.2 137.8 7 140.0 98 B-29 B-25 West Parking Lot, 200'N. of Elm Ave. Base 6.8 135.0 7 140.0 96 B-30 B-26 West Parking Lot, 222' N. of Elm Ave. Base 6.3 134.7 7 140.0 95 B-31 B-27 West Pa ' rking Lot, 165' N. of Elm. Ave. Base 6.4 137.7 7 140.0 93 B-32 West Parking Lot, 230' N. of Elm Ave. B ase 5.9 134.6 7 140.0 96 B-33 West Parking Lot, 290' N. of Elm Ave. B ase 6.2 133.6 7 140.0 95 B-34 West Parking Lot, 240' N. of Elm Ave. Base 6.5 136.2 7 140.0 97 B-35 West Parking Lot, 220' N. of Elm Ave. Base 6.8 135.1 7 140.0 96 B-36 West Parking Lot, 180' S. of Grand Base 6.1 133.1 7 140.0 95 B-37 West Parking Lot, 140' S. of Grand Base 6.4 133.1 7 140.0 95 B-38 West Parking Lot, 100' S. of Grand Base 5.5 134.6 7 140.0 96 B-39 North Parking Lot, 50' S. of Grand Base 5.4 133.6 7 140.0 95 B-40 North Parking Lot, 65' S. of Grand Base 6.0 134.0 7 140.0 95 B-41 North Parking Lot, 55' S. of Grand Base 5.3 133.0 7 140.0 95 a/rpwl5 Woodward-Clyde Consultants Compaction Test Results Job Name: Viflage Faire Dates Covered: through August 15, 1989 Job Number 8951079W-UD01 Type of Test: Base-Curb and Gutter Page 3 of 6 Field Relative Moist. Field Lab Lab Adj. Moist. Compaction Test Retest Elevation Content Density Sample Density Field Rock Adj. Lab Content % Of Date No. Of Location Of Test % Dry Wt. pcf No. pcf % Dry Wt. Dens. pcf % Dry Wt. Lab Dens. Jun. 13 B-42 Grand Ave. Meridian, S. Side, Base 6.3 137.4 7 - 140.0 88 1989 50' E. of Int. B-43 Grand Ave. Meridian, S. Side, B ase 4.8 133.2 7 140.0 95 235' E. of Int. B-44 Grand Ave. Meridian, N. Side Base 6.6 136.2 7 140.0 97 250' E. of Int. B-45 Grand Ave. Meridian, N. Side Base 6.1 134.7 7 140.0 96 100' E. of Int. B-46 Grand Ave. Meridian, N. Side B ase 5.9 137.8 7 140.0 98 50' E. of Int. Jun, 14 B-47 Grand Ave. Meridian, N. Side, Base 5.3 227.3 7 140.0 90 1989 80' W. of Washington B-48 Grand Ave. Meridian, S. Side Base 6.1 134.7 7 140.0 96 80' W. of Washinton B-49 Grand Ave. Meridian, S. Side Base 5.4 137.5 7 140.0 98 25' W. of Washington B-50 Grand Ave. Meridian, N. Side Base 4.7 138.3 7 140.0 98 45' W. of Washington B-51 Grand Ave. Meridian, N. Side Base 5.2 139.1 7 140.0 99 130' W. of Washington B-52 Grand Ave. Meridian, N. Side Base 5.6 136.2 7 140.0 97 210' W. of Washington B-53 Grand Ave. Meridian, S. Side B ase 4.9 139.3 7 140.0 99 225' W. of Washington B-54 Grand Ave. Meridian, S. Side Base 5.9 135.2 7 140.0 96 150' W.. of Washington B-55 B47 Grand Ave. Meridian, N. Side Base 5.3 134.0 7 140.0 95 80'W. of Washinton Jun. 16 B-56 115' N x 75' E. of S.E. Cor., Bldg. 1 Base 6.4 128.8 7 140.0 92 1989 B-57 55' N. x 75' E. of S.E. Cor., Bldg. 1 Base 5.0 118.5 7 140.0 85 B-58 2' N. x 75' E. of S.E. Cor., Bldg. 1 Base 5.5 126.1 7 140.0 90 a/rpwl5 Woodward-Clyde Consultants Compaction Test Results Job Name: Village Faire Dates Covered: through August 15, 1989 Job Number 8951079W-LJDOI Type of Test: Base-Curb and Gutter Page 4 of 6 Field Relative Moist. Field Lab Lab Adj. Moist. Compaction Test Retest Elevation Content 'Density Sample Density Field Rock Adj. Lab Content % Of Date No. Of Location Of Test % Dry Wt. pcf No. pcf % Dry Wt. Dens. pcf % Dry Wt. Lab Dens. Jun. 19 B-59 B-57 40' N. x 75' E. of S.E. Con, Bldg. 1 Base 4.8 127.8 7 140.0 91 1989 B-60 B-56 105' N. x 75' E. of S.E. Con, Bldg. 1 Base 3.5 129.8 7 140.0 92 B-61 B-58 15' S. x 75' E. of S.E. Cor., Bldg. 1 Base 6.4 128.6 7 140.0 91 B-62 70' S. x 80' E. of S.E. Cor., Bldg. I Base 4.3 135.5 7 140.0 96 B-63 30' S. x 60' E. of S.E. Cor., Bldg. 1 Base 4.3 133.2 7 140.0 95 Jun. 20 B-64 B-59 35' N. x 75' E. of S.E. Cor., Bldg. 1 Base 4.8 135.2 7 140.0 95 1989 B-65 B-60 130' N. x 75' E. of S.E. Cor., Bldg. I Base 4.6 133.2 7 140.0 95 B-66 B-61 15' N. x 75' E. of S.E. Cor., Bldg. 1 Base 5.4 134.5 7 140.0 96 Jun 29 B-67 S.W. Cor. of Site, E. Side of Driveway Base 2.3 142.2 10 140.0 100 1989 B-68 S.W. Cor. of Site, W. Side of Driveway Base 2.7 137.4 10 140.0 98 B-69 N. of Island S.W. of Bldg. 1 Base 2.8 133.2 10 140.0 95 B-70 Between S.W. Island and Cent. Island Base 3.5 137.3 10 140.0 98 B-71 Between S. Cent. and N. Cent. Island Base 5.0 135.4 10 140.0 97 B-72 S. of N. Cent. Island E. of Bldg. 1 B ase 3.8 134.2 10 140.0 96 B-73 E. of N.E. Cor. of Bldg. 1 Base 4.0 135.3 10 140.0 97 B-74 E. of N.E. Cor. of Bldg. 3 Base 3.5 137.7 10 140.0 98 Jun 30 B-75 E. Side of E. Prkg. Lot, E. of Bldg. 3 Base 4.4 130.6 10 140.0 93 1989 B-76 E. Side of E. Prkg. Lot, 40' S. of Grand B ase 4.0 128.5 10 '140.0 92 B-77 B-75 E. Side of E. Prkg. Lot, S. of Island 3 B ase 4.0 135.3 10 140.0 97 B-78 B-76 E. Side of E. Prkg. Lot, 40' S. of Grand Base 5.7 133.0 10 140.0 95 B-79 N. of C.I. N.E. of Site, S. of Grand Base 4.5 133.3 10 140.0 95 B-80 W. of C.I. in Prkg. Lot, S. of Grand Base 4.2 136.1 10 140.0 97 B-81 N.E. of Bldg. 3 Base 4.5 137.6 10 140.0 98 Jul 05 - B-82 By C.I. N.E. of Bldg. 3, Curb B ase 3.4 134.1 10 140.0 96 1989 B-83 N.E. of Bldg. 3 at Washington and Grand by C.I. Base 6.2 128.2 10 140.0 92 a/rpwl5 Woodward-Clyde Consultants Compaction Test Results Job Name: Village Faire Dates Covered: through August 15, 1989 Job Number 8951079W-LJDOI Type of Test: Base-Curb and Gutter Page 5 of 6 Field Relative Moist. Field Lab Lab Adj. Moist. Compaction Test Retest Elevation Content Density Sample Density Field Rock Adj. Lab Content % Of Date No. Of Location Of Test % Dry Wt. pcf No. pcf % Dry Wt. Dens. pcf % Dry Wt. Lab Dens. Jul 12 B-84 B-83 N.E. of Bldg. 3 at Washington and 1989 Grand by C.I. Base 4.7 .136.9 10 140.0 98 Jul 13 B-85 20' to S.W. from S.W. Cor. of Neimans Base 4.4 135.3 11 136.0 99 1989 B-86 10' S. of Main Entr. to Neimans Base 2.1 130.8 11 136.0 96 B-87 10' S. of S.W. Cor. of Neimans Base 4.2 140.6 11 136.0 100 B-88 12' S. x 5' W. of Stairs S. of Neimans; Base 4.2 137.3 11 136.0 97 B-89 10' N. of Curb x 20' of Stairs S. of Neimans Base 4.7 136.5 11 136.0 100 B-90 10' E. x 10' S. of S.E. Cor. of Neimans Base 5.0 139.1 11 136.0 100 B-91 Btwn. 2 Islands S. of S.E. Cor. Bldg. 2 Base 4.0 134.3 11 136.0 99 B-92 S. Bay, S. of Bldg. 2, Cntr. Base 5.1 135.0 11 136.0 99 B-93 N. Bay, S. of Bldg. 2, E. Base 3.2 135.9 11 136.0 98 B-94 S. Cntr. Entr., N. Cntr. Base 5.0 138.2 11 135.0 100 B-95 Cntr. S. of S.W. Cor. Bldg. 1 B ase 4.2 138.6 11 136.0 100 B-96 Cntr. S. Bay, S. of Bldg. 1 B ase 5.1 137.1 11 136.0 100 B-97 Cntr. N. Bay, S. of Bldg. 1 Base 4.8 137.4 11 136.0 100 B-98 Cntr., S. of S.E. Cor. Bldg. I Base 4.7 137.3 11 136.0 100 B-99 W. Side, S.E. Entr. Base 3.0 133.5 11 136.0 98 B-100 E. Side,.S. E. Entr. B ase 4.8 134.9 11 136.0 99 B-101 Cntr. N. of Cntr. Island, S.E. Entir. Base 6.0 134.9 11 136.0 99 B-102 E. Bay, E. of S.E. Cor. Bldg. 1 Base 5.7 130.5 11 136.0 96 B-103 W. Bay, E. of S.E. Cor. Bldg. 1 Base 5.3 131.6 11 136.0 96 B-104 S. Cntr., E. of E. Cntr. Bldg. I Base 5.9 133.8 11 136.0 98 B-105 E. Bay, E. of E. Cntr. of N.E. Bldg. I Base 5.3 133.3 11 136.0 98 B-106 W. Bay, E. of E. Cntr. of N.E. Bldg. 1 Base 2.5 130.3 11 136.0 96 B-107 N. Cntr., E. of Cntr. of Bldg. 1 Base 3.3 131.4 11 136.0 96 Aup 07 B-108 4" Base in N.W. Prkg. Lot Driveway to 1989 Grand, N.W. B ase 3.0 135.6 10 140.0 97 B-109 4" Base in N.W. Prkg. Lot Driveway to Grand, N. Cntr. Base 5.2 144.0 10 140.0 100 a/rpw 15 Woodward-Clyde Consultants Compaction Test Results Job Name: ViUage Faire Dates Covered: through August 15, 1989 Job Number 8951079W-LJDOI Type of Test: Base-Curb and Gutter Page 6 of 6 Field Relative Moist. Field Lab Lab Adj. Moist. Compaction Test Retest Elevation Content Density Sample Density Field Rock Adj. Lab Content % Of Date No. Of Location Of Test % Dry Wt. pcf No. pcf % Dry Wt. Dens. pcf % Dry Wt. Lab Dens. Aug 07 B-110 4" Base in N.W. Prkg. Lot Driveway to 1989 Grand, S. Cntr. Base 4.1 137.9 10 140.0 98 B-111 4" Base in N.W. Prkg. Lot Driveway to Grand, S. B ase 6.7 137.8 10 140.0 98 Aug 08 B-112 4" Base, Concrete Swale, E. of Bldg. 3, 1989 N. End Base 4.0 137.4 10 140.0 98 B-113 4" Base, Concrete Swale, E. of Bldg. 3. S. End Base 3.1 137.6 10 140.0 98 Aug 10 B-114 20' S. and 30' E. of Old Bldg. Cor. Base 4.8 125.7 10 139.5 89 1989 B-1 15 10' S. and 25' E. of Old Bldg. Cor. Base 4.7 130.5 10 139.5 93 Aug 11 B-116 B-115 10' S. and 25' E. of Old Bldg. Cor. Base 3.6 136.0 10 139.5 97 1989 B-117 B-114 30' S. and 30' E. of Old Bldg. Cor. - Base 3.6 133.0 10 139.5 95 Aug 15 B-118 65' N. and 5' E. of N.W. Cor. Bldg. 3 Base 4.5 136.1 10 139.5 97 1989 B-119 25' N. and 60' E. of N.W. Cor. Bldg. 3 B ase 5.2 137.5 10 139.5 98 B-120 55'. N. and 95' E. of N.W. Cor. Bldg. 3 Base 5.7 136.9 10 139.5 98 B-121 25' N. and 15' E. of N.E. Cor. Bldg. 3 Base 5.2 135.2 10 139.5 96 B-122 10' S. and 40' E. of N.E. Cor. Bldg. 3 Base 6. 1 134.3 10 139.5 96 B-123 10' S. and 60' E. of N.E. Cor. Bldg. 3 Base 5.2 138.0 10 139.5 98 B-124 100'N. and 140' E. of N.E. Cor. Bldg. 3 Base 5.8 137.3 10 139.5 98 B-125 65' S. and 70' E. of N.E. Cor. Bldg. 3 Base 4.6 138.9 10 139.5 99 B-126 20' S. and 20' E. of N.E. Cor. Bldg. I B ase 5.4 132.6 10. 139.5 95 B-127 35' S. and 65' E. of N.E. Cor. Bldg. 1 B ase 4.1 139.2 10 139.5 99 a/rpw 15 Woodward-Clyde Consultants Compaction Test Results Job Name: Village Faire Dates Covered: through August 23, 1989 Job Number 8951079W-EWOI Type of Test: Subgrade Median Page I of I Field Relative Moist. Field Lab Lab Adj. Moist. Compaction Test Retest Elevation Content Density Sample Density Field Rock Adj. Lab Content % Of Date No. Of Location Of Test % Dry Wt. pcf No. pcf % Dry Wt. Dens. pcf % bry Wt. Lab Dens. Aug. 23 SM-1 Grand Ave. E. Narrow Median E. End SG 4.1 122.4 1 132.0 92 1989 SM-2 Grand Ave. W. Narrow Median W. End SG 4.7 122.7 1 132.0 92 Woodward-Clyde Consultants I Compaction Test Results Job Name: Village Faire Dates Covered: December 14, 1988 through May 2, 1989 Job Number 8851079W-EWOI Type of Test: Water Line Trench Backfill Page I of 2 Field Relative Moist. Field Lab Lab Adj. Moist. Compaction Test Retest Elevation Content Density Sample Density Field Rock Adj. Lab Content % Of Date No. Of Location Of Test % Dry Wt. pcf No. pcf % Dry Wt. Dens. pcf % Dry Wt. Lab Dens. Dec 14 W-1 50' N. and 20' W. of N.W. Cor. Bldg. 2 5 1' 17.0 100.3 1 132.0 82 1988 W-2 W-1 60'N. and 20' W. of N.W. Cor. Bldg. 2 50.5' 9.1 111.6 1 132.0 84 W-3 W-2 60' N. and 20' W. of N.W. Cor. Bldg. 2 50.5' 10.6 113.8 1 132.0 86 Soil represented by test W-1, W-2, and W-3 was removed and replaced. W-4 W-3 60'N. and 20'W. of N.W. Cor. Bldg. 2 5 0.5' 9.3 117.1 4 127.5 91 W-5 35'N. and 20'W. of N.W. Cor. Bldg. 2 52' 8.9 117.8 4 127.5 92 W-6 55'N. and 20' W. of N.W. Cor. Bldg. 2 52' 8.3 118.3 4 127.5 92 Dec 19 W-7 70'N. and 15'W. of N.W. Cor. Bldg. 2 49' 9.4 122.5 1 132.0 92 1988 W-8 90' N. and 20' W. of N.W. Cor. Bldg. 2 49' 10.3 123.2 2 132.0 93 W-9 70'N. and 15'W. of N.W. C6r. Bldg. 2 5 0.5' 6.9 119.5 1 132.0 90 Dec 2 W-10 80' N. and 20' W. of N.W. Cor. Bldg. 2 SG 8.0 125.4 1 132.0 95 1988 W-1 1 100'N. and 20' W. of N.W. Cor. Bldg. 2 SG 8.8 123.2 1 132.0 93 W-12 70' N. and 20' W. of N.W. Cor. Bldg. 2 SG 9.1 126.4 1 132.0 95 W-13 60'N. and 18'W. of N.W. Cor. Bldg. 2 49' 7.6 125.1 1 132.0 94 W-14 65'N. and 20'W. of N. W. Cor. Bldg. 2 SG 8.9 123.1 1 132.0 93 Dec 22 W-15 65'N. and 10'W. of N.W. Cor. Bldg. 2 49' 8.0 122.5 1 132.0 92 1988 W-16 70' N. and 10' W. of N.W. Cor. Bldg.- 2 49' 10.5 121.5 1 132.0 92 W-17 70'N. and 15'W. of N.W. Cor. Bldg. 2 SG 10.2 118.9 1 132.0 90 Jan 03 W-18 70'N. of N.W. Cor. Bldg. 2 5 0.5' 11.4 120.7 1 132.0 91 1989 W-19 44'N. of N.W. Cor. Bldg. 2 50.5' 10.4 121.5 1 132.0 92 W-20 12'N. of N.W. Cor. Bldg. 2 5 0.5' 10.2 118.9 1 132.0 90 Jan 04 W-21 52'N. of N.W. Cor. Bldg. 2 51.5' 6.1 120.3 1 132.0 91 1989 W-22 31'N. of N.W. Cor. Bldg. 2 51.5' 9.8 118.9 1 132.0 90 W-23 167' N. of N.W. Cor. Bldg. 2 FG 7.7 121.9 1 132.0 92 W-24 44' N. of N.W. Cor. Bldg. 2 FG 10.9 120.4 1 132.0 91 W-25 15'N. of N.W. Cor. Bldg. 2 FG 8.8 123.1 1 132.0 93 a/rpw 15 Woodward-Clyde Consultants Compaction Test Results Job Name: Village Faire Dates Covered: December 14, 1988 through May 2, 1989 Job Number 8851079W-EW01 Type of Test: Water Line Trench Backfill Page 2 of 2 Field Relative Moist. Field Lab Lab Adj. Moist. Compaction Test Retest Elevation Content Density Sample Density Field Rock Adj. Lab Content % Of Date No. Of Location Of Test % Dry Wt. pcf No. pcf % Dry WL Dens. pcf % Dry Wt. Lab Dens. Apr 21 W-26 N. of Bldg. 2 49' 9.0 111.2 1 132.0 84 1989 W-27 N. of N.W. Cor. Bldg. 3 42' 7.6 107.7 1 132.0 82 W-28 N. of N.E. Cor. Bldg. 3 43' 11.0 115.4 1 132.0 87 W-29 N. of N.W. Cor. Bldg. 3 511 10.6 113.1 1 132.0 86 W-30 W. of W. Side Bldg. 2 511 11.6 111.5 1 132.0 84 Apr 28 W-31 17N. and 1'W. of N.W. Cor. Bldg. 3 46' 9.7 128.0 1 132.0 97 1989 W-32 17' N. and 45' W. of N.E. Cor. Bldg. 3 42' 5.0 113.1 1 132.0 85 W-33 18' N. and 91' W. of N.E. Cor. Bldg. 3 43' 10.2 113.3 1 132.0 85 W-34 12' N. and 17' W. of N.E. Cor. Bldg. 2 48' 6.7 115.5 1 132.0 87 W-35 W-29 15' S. and 5'W. of N.W. Cor. Bldg. 2 53' 8.6 123.7 1 132.0 93 W-36 80' S. and 5'W. of N.W. Cor. Bldg. 2 5 3.5' 8. 1 118.5 1 132.0 89 W-37 W-30 115' S. and 5'W. of N.W. Cor. Bldg. 2 54' 8.6 116.7 1 132.0 88 W-38 W-36 86' S. and 5' W. of N.W. Cor. Bldg. 2 53.5' 8.6 120.6 1 132.0 91 W-39 50' S. and 5' W. of N.W. Cor. Bldg. 2 53' 12.2 121.4 1 132.0 92 W-40 W-37 11 O'.S. and 5' W. of N.W. Cor. Bldg. 2 54' 8.4 128.2 1 132.0 97 May 01 W-41 W-34 17N. and 30' E. of N.W. Cor. Bldg. 2 48' 6.3 125.9 1 132.0 95 1989 W-42 W-33 45' E. and 12'N. of N.W. Cor. Bldg. 3 43' 7.6 123.3 1 132.0 93 W-43 W-32 35'W. and 12' N. of N.E. Cor. Bldg. 3 42' 6.7 127.9 1 132.0 97 W-44 22' E. and 12' S. of N.E. Cor. Bldg. 3 4 l' 7.3 125.8 1 132.0 95 W-45 11' E. and 18'N. of N.E. Cor. Bldg. 1 4 1' 6.3 125.4 1 132.0 95 May 02 W-46 Between Bldgs. 2 and 3 4 1' 9.3 123.2 1 132.0 93 1989 a/fpw 15 Woodward-Clyde Consultants Compaction Test Results Job Name: Village Faire Dates Covered: September 9, 1988 Job Number 8851079W-EWOI Type of Test: Sewer Trench Backfill (Interior Plumbing) Page 1 of 1 Field Relative Moist. Field Lab Lab Adj. Moist. Compaction Test Retest Elevation Content Density Sample Density Field Rock Adj. Lab Content % Of Date No. Of Location Of Test % Dry Wt. pcf No. pcf % Dry Wt. Dens. pcf % Dry Wt. Lab Dens. SM 09 S-1 Bldg. 3 Sewer, 60' E. of W. Side 42' 5.7 110.2 1 132.0 63 1988 S-2 S-1 Bldg. 3 Sewer, 60' E. of W. Side 42' 9.2 123.6 1 132.0 93 S-3 Bldg. 3 Sewer, 10' W. of E. Wall 40' 8.5 122.4 1 132.0 92 S-4 Bldg. 3 Sewer, 35'W. of E. Wall 42' 9.6 122.2 1 132.0 92 S-5 Bldg. I Sewer, 55' N. of S. Wall 42' 11.2 120.1 1 132.0 91 S-6 Bldg. 1 Sewer, 12'N. of S. Wall 4 1' 10.6 121.5 1 132.0 92 S-7 Bldg.. 2 Sewer, at S-Footing 41'' 8.2 119.5 1 132.0 90 S-8 Bldg. 2 Sewer, 40' N. of S-Footing 42' 7.2 119.3 1 132.0 90 a/rpw 15 Woodward-Clyde Consultants Compaction Test Results Job Name: Village Faire Dates Covered: May 23 and 24, 1989 Job Number 8851079W-EWOI Type of Test: Fill: Parking Lots (East Side) Page I of I Field Relative Moist. Field Lab Lab Adj. Moist. Compaction Test Retest Elevation Content Density Sample Density Field Rock Adj. Lab Content % Of Date No. Of Location Of Test % Dry Wt. Pcf No. pcf % Dry Wt. Dens. pcf % Dry Wt. Lab Dens. May 23 S-1 Former Washington, W. Side at 3+93 SG 7.7 116.8 8 128.0 91 1989 S-2 Former Washington, Center at 3+53 SG 9.9 124.0 1 132.0 94 S-3 Former Washington, 20' W. at 3+53 SG 8.9 114.1 1 132.0 86 S-4 Former Washington, W. Side at 3+00 SG 8.3 119.2 1 132.0 90. S-5 Former Washington, 20' W. at 2+49 SG 7.1 111.2 1 132.0 84 ~-6 Former Washington, Center at 2+15 SG 9.5 124.3 1 132.0 94 S-7 Former Washington, W. Side at 2+00 SG 7.0 123.2 1 132.0 93 S-8 Former Washington, 20' W. at 1+75 SG 5.3 120.7 1 132.0 91 S-9 Former Washington, Center, N. of N.E. Cor. Bldg. 3 SG 8.8 121.5 1 132.0 92 May 24 S-10 S-3 Former Washington, 20' W. at 3+53 SG 10.1 118.7 8 128.0 92. 1989 S-11 S-5 Former Washington, 20' W. at 2+49 SG 9.6 107.4 8 128.0 84 a/rpw 15 Woodward-Clyde Consultants Compaction Test Results Job Name: Village Faire Dates Covered: June 14, 1989 Job Number 8851079W-EW01 Type of Test: Storm Drain Page I of I Field Relative Moist. Field Lab Lab Adj. Moist. Compaction Test Retest Elevation Content Density Sample Density Field Rock Adj. Lab Content % Of Date No. Of Location . Of Test % Dry Wt. pcf No. pcf % Dry Wt. Dens. pcf % Dry Wt. Lab Dens. Jun 14 SD-1 1989 SD-2 SD-3 SD-4 SD-5 SD-6 SD-7 SD6 Inlet Box at Washington and Grand-2 Inlet Box at Washington and Grand-2 85'N. and 30' E. of S.E. Cor. Bldg. 2 210' N. and 30' E. of S.E. Cor. Bldg. 10' N. and 30' E. of S.E. Cor. Bldg. 1 60' N. and 65' E. of N.E. Cor. Bldg. 3 Inlet Box at Washington and Grand 60' N. and 65' E. of N.E. Cor. Bldg. 3 Inlet Box at Washington and Grand 3 8' 8.7 115.1 8 128.0 90 38' 9.4 117.4 8 128.0 91 38' 7.5 123.8 8 128.0 96 38' 11.0 117.1 8 128.0 91 38' 12.7 122.0 8 128.0 95 9.2 100.5 8 128.0 79 13.5 115.2 8 128.0 90 a/rpwl5 Wood.ward-Clyde Consultants Compaction Test Results Job Name: Village Faire Dates Covered: November 21, 1988 through August 11, 1989 Job Number 8851079W-EWOI Type of Test: Subgrade Page I of 3 Field Relative Moist. Field Lab Lab Adj. Moist. Compaction Test Retest Elevation - Content Density Sample Density Field Rock Adj. Lab Content % Of Date No. Of Location Of Test % Dry Wt.' pcf No. pcf % Dry Wt. Dens. pcf % Dry Wt. Lab Dens. Nov 21 SG-1 Grand Ave. Prkg., E. End SG 6.5 128.8 5 132.0 97 1989 SG-2 Grand Ave. Prkg., Cent. N.S. Dr. SG 6.5 126.9 5 132.0 96 SG-3 Grand Ave. Prkg., Cent. S.S. Dr. SG 8.6 125.9 5 - 132.0 95 SG-4 Grand Ave., Prkg., W. End SG 7.0 128.4 5 132.0 97 May 05 SG-5 W. of Neimans, E. of Carlsbad Blvd. SG 5.3 114.8 8 128.0 90 1989 SG-6 E. of Carlsbad Blvd., N.W. Cor. SG 4.6 119.5 8 128.0 93 SG-7 N. of Neimans SG 4.25 110.7 8 128.0 86 SG-8 W. of Village Faire, Cent. SG 6.04 123.5 8 128.0 -96 May 08 SG-9 50'N. x 50'W. of N.W. Cor. Bldg. 2 SG 4.45 117.2 8 128.0 91 1989 SG-10 50'W. of N.W. Cor. Bldg. 2 SG 4.61 119.4 8 128.0 93 SG-11 50'N. of N.W. Cor. Bld.g 2 SG 5.24 122.2 8 128.0 95 SG-12 15'W. of V.F. x 40'N. of Neimans SG 4.11 117.3 8 128.0 92 May 09 SG-13 15'W. of N.W. Cor. Bldg. 2 SG 9.04 116.9 8 128.0 91 1989 SG-14 SG-7 N. of Neimans SG 5.47 115.8 8 128.0 90 SG-15 SG-5 W. of Neimans, E. of Carlsbad Blvd. SG May 19 SG-16 50' E. of Carlsbad Blvd. x 25' N. of Elm SG 4.3 109.2 8 128.0 85 1989 SG-17 25' E. of Carlsbad Blvd. x 40' N. of Elm SG 5.7 114.8 8 128.0 89 SG-18 15' E. of Carlsbad Blvd. x 55' N. of Elm SG 6.7 122.2 8 128.0 95 SG-19 35' E. of Carlsbad Blvd. x 35' N. of Elm SG 6.7 119.6 8 128.0 93 May 22 SG-20 SG-16 75' E. of Carlsbad Blvd. x 20' N. of Elm SG 6.6 117.4 8 128.0 92 1989 SG-21 SG-17 50' N. of Elm x 50' E. of Carlsbad Blvd. SG 5.7 119.6 8 128.0 93 SG-22 10' S. of Steps S. of Neimans SG 4.0 112.8 8 128.0 88 SG-23 15' N. of Elm x 125' E of Carlsbad Blvd. SG 4.9 115.0 8 128.0 89 SG-24 60' S. of S.W. Cor. Bldg. 2 SG 7.2 112.6 8 128.0 88 SG-25 10' W. x 30' S. of S.E. Cor. Bldg. 2 SG 5.1 119.8. 8 128.0 93 SG-26 45' S. of S.W. Cor. Bldg. 1 SG 8.0 112.5 8 128.0 88 The relative compaction represented by TESTS SG-5 through SG-15 was accepted by project superintendent akpwl5 Woodward-Clyde Consultants Compaction Test Results Job Name: Village Faire Dates Covered: November 21, 1988 through August 11, 1989 Job Number 8851079W-EWOI Type of Test: Subgrade Page 2 of 3 Field Relative Moist. Field Lab Lab Adj. Moist. Compaction Test Retest Elevation Content Density Sample Density Field Rock Adj. Lab Content % Of Date No. Of Location Of Test % Dry Wt. pcf No. Pcf % Dry Wt. Dens. pcf % Dry Wt. Lab Dens. May 22 SG-27 50' W. x 15' S. of S.W. Cor. Bldg. I SG 4.7 126.8 9 140.0 90 1989 SG-28 SG-22 10' S. of Steps S. of Neimans SG 6.5 113.3 8 128.0 88 SG-29 SG-23 15' N. of Elm x 130' E. of Carlsbad Blvd. SG 7.4 120.1 8 128.0 94 SG-30 E. of S.E. Cor. Neimans x S. of S.W. Cor. Bldg. 2 SG 7.6 111.4 8 128.0 87 SG-31 SG-24 60' S. of S.W. Cor. Bldg. 2 x 10' E. SG 7.0 116.8 8 128.0 91 SG-32 35' S. of S.E. Cor. Bldg. 2 SG 9.2 127.9 8 128.0 99+ SG-33 30' S. of S.W. Cor. Bldg. 1 SG 7.6 127.3 8 128.0 99 SG-34 SG-26 55' S. of S.W. Cor. Bldg. 1 SG 8.3 118.2 8 128.0 92 SG-35 S.E. Cor. Bldg. 1: 50' W. x 15' S. SG 7.0 126.8 9 140.0 91 SG-36 55' S. x 15' W. of S.E. Cor. Bldg. 1 SG 9.3 124.9 8 128.0 97 May 23 SG-37 SG-28 10' S. of Stairs S. of Neimans SG 6.3 111.1 8 128.0 87 1989 SG-38 SG-30 E. of S.E. Cor. Neimans, S. of S.W. Cor. Bldg. 2 SG 8.1 109.7 8 128.0 86 SG-39 .1/2 Way Between SG-37 & SG-38 SG 8.3 110.1 8 128.0 86 SG-40 SG-38 S. of S.W. Cor. Bldg. x E. of S.E Cor. Neiman's SG 7.55 120.7 8 128.0 94 SG-41 SG-39 Between SG-37 & SG-38 SG 7.9 123.6 8 128.0 97 SG-42 SG-37 10' S. of Steps S. of Neimans SG 5.7 117.6 8 128.0 92 Jul I I SG-43 30' S. of S.W. Cor. of Neimans SG 8.7 126.2 8 128.0 98 1989 SG-44 15' S. of Stairs S. of Neimans SG 11.5 120.1 8 128.0 94 SG-45 3' N. of Prkg. Lot Curb, 30' E. of Stairs SG 5.9 126.8 8 128.0 98 SG-46 3' S. of Wall x 30' E. of Stairs SG 7.9 127.3 8 128.0 99 SG-47 10' S. of S.E. Cor. of Neimans SG 6.0 122.3 8 128.0 95 SG-48 S. Bay on S. Side of Bldg. 2 SG 5.3 118.5 8 128.0 92 SG-49 N. Bay S. of Bldg. 2 SG 7.3 128.4 8 128.0 99 SG-50 18' S. of S. Entrance to Mall SG 4.0 129.9 1 132.0 98 SG-51 Cent. of S. Cent. Prkg. Lot Entr. SG 5.1 125.6 1 132.0 95 SG-52 W. End of S. Bay S. of Bldg. 1 SG 4.9 126.9 1 132.0 96 SG-53 15' S. x 15' E. of S.W. Cor. Bldg. I SG 4.3 127.5 1 132.0 96 SG-54 Cent. of S. of Bldg. 1 SG 6.2 134.1 9 140.0 96 SG-55 15' W. x 25' S. of'S.E. Cor. Bldg. 1 SG 7.1 129.2 1 132.0 98 a/rpw 15 Woodward-Clyde Consultants Compaction Test Results Job Name: Village Faire Dates Covered: November 21, 1988 through August 11, 1989 Job Number 8851079W-EW01 Type of Test: Subgrade Page 3 of 3 Field Relative Moist. Field Lab Lab Adj. Moist. Compaction Test Retest Elevation Content Density Sample Density Field Rock Adj. Lab Content % Of Date No. Of Location Of Test % Dry Wt. pcf No. pcf % Dry Wt. Dens. pcf % Dry Wt. Lab Dens. Jul 11 SG-56 S.W. Cor. of S. Bay, S. of Bldg. 1 SG 4.9 115.8 1 132.0 88 1989 SG-57 S.E. Entr., N. of Divide SG 6.5 126.9 1 132.0 96 SG-58 S.E. Bay, E. of Bldg. 1 SG 4.8 123.7 8 128.0 97 SG-59 S.W. Bay, E. of Bldg. I SG 6.3 118.3 8 128.0 92 SG-60 SG-44 20' S. of Stairs S. of Neimans SG 6.4 125.6 8 128.0 98 SG-61 SG-48 S. B ay, S. SG-62 SG-56 S.W. Cor. of Bld.g I SG 7.5 117.6 8 128.0 92 SG-63 SG-59 S.W. Bay, E. of Bldg. 1 SG 7.6 121.7 8 128.0 95 SG-64 S. Center. Parking Lot E. of Bldg. 1 SG 7.5 125.9 8 128.0 98 SG-65 SG-62 S.E. Cor. S. Bay of Bldg. I SG 6.5 122.0 8 128.0 95 SG-66 S. Side E. Central Bay, G. of Bldg. 1 SG 5.5 122.3 8 128.0 95 SG-67 N.E. Cor. E. Central Bay, E. of Bldg. 1 SG 5.8 128.3 8 128.0 100 SG-68 SG-1 1 N. Central, Parking E. of Bldg. 1 SG 4.3 124.8 8 128.0 97 SG-69 E. Central Bay, E. of Bldg. I SG 5.7 125.1 8 128.0 98 Area with failing tests SG-70 through SG-73 was totaly rewored. Aug 11 SG-74 1 0' E. and 30' N. of N.W. Cor. Bldg. 3 SG 7.8 122.8 8 128.0 96 1989 SG-75 95' E. and 55'N. of N.W. Cor. Bldg. 3 SG 6.5 125.6 8 128.0 98 SG-76 30' E. and 30' N. of N.W. Cor. Bldg. 3 SG 5.0 124.2 8 128.0 97 SG-77 40' E. of N.W. Cor. Bldg. 3 SG 8.8 123.4 8 128.0 96 SG-78 85' E. and 55' S. of N.W. Cor. Bldg. 3 SG 8.1 128.4 8 128.0 100 SG-79 20' E. and 10' S. of N.W. Cor. Bldg. 1 SG 6.7 124.3 8 128.0 97 SG-80 70' E. and 50' S. of N.W. Cor. Bldg. 1 SG 7.5 130.1 8 128.0 100 SG-81 95' E. and 85' N. of N.W. Cor. Bldg. 3 SG 7.3 126.2 8 128.0 98 Aujz 23 SG-82* Grand Ave. E. Narrow Median E. End SG 4.1 122.4 1 132.0 92 1989 SG-83* Grand Ave. W. Narrow Median W. End SG 4.7 132.0 1 132.0 92 *90% R.C. required in City of Carlsbad city street median subgrade. a/rpw 15 Woodward-Clyde Consultants Compaction Test Results Job Name: Village Faire Dates Covered: August 22, 1988 through March 1, 1989 Job Number 8851079W-EWOI Type of Test: Electrical Trench Backfill Page I of 4 Field Relative Depth or Moist. Field Lab Lab Adj. Moist. Compaction Test Retest Elevation Content Density Sample Density Field Rock Adj. Lab Content %Of Date No. Of Location Of Test % Dry Wt. pcf No. pcf % Dry Wt. Dens. pcf % Dry Wt. Lab Dens. Aujz 22 E-1 Bldg. 2, 55' N. of S.W. Wall 3 9.5' 7. 1 109.8 1 132.0 83 1988 E-2 W. Side Bldg. 3, 30' N. of S. Side of Bldg. 39.5' 9.1 119.5 1 132.0 90 E-3 W. Side Bldg. 2, 30' N. of S. Wall 42' 12.5 117.9 1 132.0 89 E-4 E-3 W. Side Bldg. 2, 30' N. of S. Wall 42' 9.2 120.5 1 132.0 91 Autz 23 E-5 S. Side Bldg. 2, 35' E. of Wall 40' 8.0 106.1 3 125.5 84 1988 E-6 E-5 S. Side Bldg. 2, 35' E. of Wall 40' 9.3 109.3 3 125.5 87 E-7 E-6 S. Side Bldg. 2, 35' E. of Wall 40' 8.6 113.3 3 125.5 90 E-8 Bldg. 1 at W. Footing 40' 6.6 119.3 1 132.0 90 E-9 Bldg. 2 at E. Footing, Mid-Bldg. 42' 6.2 113.5 1 132.0 86 E-10 Bldg. 1, Main Sweeps at N. Footing 40' 7.8 119.2 1 132.0 90 Aug 24 E-11 Bldg. 2, N.E. of S.W. TrendingWall 4 l' 8.7 110.7 1 132.0 83 1988 E- 12 Bldg. 1, Main Sweeps, Inside N. Wall 42' 14.4 117.0 1 132.0 88 Aug 25 E-13 Bldg. I Main Sweeps, Inside N. Wall 42' 11.6 120.8 1 132.0 91 1988 E- 14 Between Bldgs. 1 and 3, 55' W. of N.E. Cor. Bldg. 1 40.5' 9.6 123.5 1 132.0 93 E- 15 Between Bldgs. 1 and 3, 45' E. of S.W. Cor. Bldg. 1 3 9.5' 8.7 119.7 1 132.0 90 Aug 26 E-16 E-i Bldg. 2. 55' N. of S.W. Wall 3 9.5' 11.1 120.5 1 132.0 91 1988 E- 17 E-9 Bldg. 2, a E. Footing, Mid-Bldg. 42' 9.8 119.9 1 132.0 90 E-18 E-1 I Bldg. 2, N.E. of S.W. Trending Wall 4 l' 12.2 121.9 1 132.0 92 E- 19 Bldg. 3, 10' S. of S. Wall 4 1' 11.8 119.3 1 132.0 90 Oct 28 E-20 Elec. to Bldg. 2, Upper Parking Lot, .1988 S. End -2- 9.4 113.5 2 128.0 88 E-2-1 Elec. to Bldg. 2, Upper Parking Lot, N. End -2- 9.1 115.3 2 128.0 90 E-22 E-20 Elec. to Bldg. 2, Upper Parking Lot, S. End -2- 9.2 115.4 2 128.0 90 a/rpw 15 Woodward-Clyde Consultants Nov 04 E-29 1988 Nov 07 E-30 E-27 1988 E-31 E-28 E-32 E-33 Nov 08 E-34 E-35 1988 E-35 E-36 1988 Nov 01 1988 Nov 02 1988 Nov 03 1988 Oct 28 E-23 Elec. to Bldg. 2, Upper Parking Lot, Middle Surf E-24 Elec. Off N. End Bldg. 1, 30'N. of Bldg. -2.5' E-26 E-27 E-28 E-25 Cor. -2 Elec. Off N.W. Cor. Bldg. 3, 40' N. of Cor. Surf Elec. Off N.W. Cor. Bldg. 3, 10'W. of Cor. Surf Elec. Off N.W. Cor. Bldg. 3, 35' N. of Cor. Surf Elec. Off N.W. Cor. Bldg. 3, 40' W. of Cor. Surf Elec. Off N.W. Cor. Bldg. 3, 10'W. of Cor. Surf 5'Off E.W. Bearing, Retaining Wall S. End -2- 8' Off N.W.-S.E. Bearing, Retaining Wall S. End -2- 8' Off N.W.-S.E. Bearing, Retaining Wall S.E. End -2' 12' Off N.W.-S.E. Bearing, Retaining Wall S.E. End -11 5'Off E.-W. Bearing Wall, S. End -1. Elec. Off N.W. Cor. Bldg. 3, 10'W. of Elec. Off N. End Bldg. 1, 8' N. of Bldg. Surf Compaction Test Results Job Name: Village Faire Dates Covered: August 22, 1988 through March 1, 1989 Job Number 8851079W-EWOI Type of Test: Electrical Trench Backfill Page 2 of 4 Field Relative Depth or Moist. Field Lab Lab Adj. Moist. Compaction Test Retest Elevation Content Density Sample Density Field Rock Adj. Lab Content % Of Date No. Of Location Of Test % Dry Wt. pcf No. pcf % Dry Wt. Dens. pcf % Dry Wt. Lab Dens. 10.0 115.5 2 128.0 90 10.5 119.5 1 132.0 90 11.3 121.4 1 132.0 92 11.1 118.6 1 132.0 90 9.2 110.5 1 132.0 86 11.8 111.5 1 132.0 84 10.6 116.9 1 132.0 88 8.3 123.8 1 132.0 93 8.2 123.1 1 132.0 93 7.5 118.6 1 132.0 90 7.5 123.8 1 132.0 87 10.1 130.8 1 132.0 99 9.2 126.5 1 132.0 93 6.5 127.3 1 132.0 93 afipw 15 Woodward-Clyde Consultants 4 Compaction Test Results Job Name: Village Faire Dates Covered: August 22, 1988 through March 1, 1989 Job Number 8851079W-EWOI Type of Test: Electrical Trench Backfill Page 3 of 4 Field Relative Depth or Moist. Field Lab Lab Adj. Moist. Comp action Test Retest Elevation Content Density Sample Density Field Rock Adj. Lab Content % Of Date No. Of Location Of Test % Dry Wt. pcf No. pcf % Dry Wt. Dens. pcf % Dry Wt. Lab Dens. Nov 08 E-37 8'Off N.-S. Bearing Wall, S. End -2' 7.5 123.5 1 132.0 93 1988 Nov 09 E-38 2' S. and 2' W. of W. Wall, S. End Surf 12.4 120.2 1 132.0 91 1988 E-39 8'S. and 2'W. of W. Wall, S. End Surf 13.1 119.8 1 132.0 90 Dec 22 E-40 135' N. and 65' W. of N.W. Cor. Bldg. 2 52' 11.0 121.6 1 132.0 92 1988 E-41 160'N. and 70' W. of N.W. Cor. Bldg. 2 52' 12.6 120.4 1 132.0 91 E-42 138'N. and 65' W. of N.W. Cor. Bldg. 2 SG 9.3 122.6 1 132.0 92 E-43 158'N. and 70' W. of N.W. Cor. Bldg. 2 SG 9.7 120.8 1 132.0 91 Dec 23 E-44 140'N. and 62' E. of N.W. Cor. Bldg. 2 46.5' 9.6 124.2 1 132.0 94 1988 E-45 160' N. and 60' E. of N.W. Cor. Bldg. 2 46.5' 10.0 120.4 1 132.0 91 E-46 145' N. and 62' E. of N.W. Cor. Bldg. 2 SG 7.3 119.6 1 132.0 90 E-47 162'N. and 60' E. of N.W. Cor. Bldg. 2 SG 9.1 125.2 1 132.0 94 Dec 28 E-48 160' N. and 6'W. of N.E. Cor. Bldg. 3 41.5' 9.3 118.8 1 132.0 90 1988 E-49 135' N. and 6'W. of N.E. Cor. Bldg. 3 41.5' 9.0 121.7 1 132.0 92 E-50 162'N. and 6' W. of N.E. Cor. Bldg. 3 SG 11.6 120.6 1 132.0 91 E-51 134'N. and 6' W. of N.E. Cor. Bldg. 3 SG 9.4 124.4 1 132.0 94 Dec 29 E-52 100' N. and 59'W. of N.W. Cor. Bldg. 2 52' 11.1 115.4 2 128.0 90 1988 E-53 130' N. and 64'W. of N.W. Cor. Bldg. 2 52' 10.5 116.9 2 128.0 91 E-54 102'N. and 59' W. of N.W. Cor. Bldg. 2 SG 9.1 112.1 2 128.0 91 E-55 129' N. and 64' W. of N.W. Cor. Bldg. 2 SG 8.4 118.3 2 128.0 92 Dec 30 E-56 100' N. and 63' E. of N.W. Cor. Bldg. 2 46.5' 9.0 118.5 2 128.0 92 1988 E-57 130'N. and 62' E. of N.W. Cor. Bldg. 2 4 6.2' 9.4 118.6 2 128.0 92 E-58 132'N. and 62' E. of N.W. Cor. Bldg. 2 SG 8.2 125.4 1 132.0 95 E-59 101'N. and 63' E. of N.W. Cor. Bldg. 2 SG 9.1 119.6 1 132.0 90 Jan 04 E-60 88' N. and 63' E. of N.W. Cor. Bldg. 2 46' 9.9 118.8 1 132.0 90 1989 E-61 80' N. and 63' E. of N.W. Cor. Bldg. 2 46' 7.3 121.4 1 132.0 91 a/rpw 15 Woodward-Clyde Consultants Compaction Test Results Job Name: Village Faire Dates Covered: August 22, 1988 through March 1, 1989 Job Number 8851079W-EWOI Type of Test: Electrical Trench Backfill Page 4 of 4 Field Relative Depth or Moist. Field Lab Lab Adj. Moist. Compaction Test Retest Elevation Content Density Sample Density Field Rock Adj. Lab Content % Of Date No. Of Location Of Test % Dry Wt. pcf No. pcf % Dry Wt. Dens. pcf % Dry Wt. Lab Dens. Jan 04 E-62 85' N. and 63' E. of N.W. Cor. Bldg. 2 TG 7.1 119.0 1 132.0 90 1989 Jan 05 E-63 78'N. and 8' E. of N.W. Cor. Bldg. 3 46' 8.0 123.8 1 132.0 93 1989 E-64 78' N. and 11'W. of N.W. Cor. Bldg. 3 46' 7.0 126.4 1 132.0 95 E-65 77' N. and 17' E. of N.E. Cor. Bldg. 2 47' 6.9 127.1 1 132.0 96 E-66 77' N. and TW. of N.E. Cor. Bldg. 2 48' 8.5 127.6 1 132.0 96 Jan 09 E-67 77' N. and 12'W. of N.E. Cor. Bldg. 2 49' 8.5 119.4 1 132.0 90 1989 E-68 77' N. and 25'W. of N.E. Cor. Bldg. 2 49' 7.9 126.3 1 132.0 95 Jan 17 E-69 S. Side of Grand at N.W. Cor. Project FG 10.2 121.5 1 132.0 92 1989 Jan 18 E-70 S. Side of Grand at N.W. Cor. Project -1.51 8.2 120.5 1 132.0 91 1989 E-71 S. Side of Grand at N.W. Cor. Project -1.5' 9.0 119.6 1 132.0 90 E-72 S. Side of Grand at N.W. Cor. Project -1.5' 9.3 119.2 1 132.0 90 Jan 20 E-73 20' E. of Existing Bldg. S. of Grand Surf 8.6 125.7 1 132.0 95 1989 E-74 60' N. and 20' W. of N.W. Cor. Bldg. 2 -1.5' 8.5 129.1 1 132.0 97 E-75 70' N. and 15'W. of N.W. Cor. Bldg. 2 -1.51 10.3 119.8 1 132.0 90 Jan 24 E-76 60' N. and 25' W. of N.W. Cor. Bldg. 2 Surf 5.3 127.9 1 132.0 96 1989 E-77 80' N. and 25'W. of N.W. Cor. Bldg. 2 -1. 6.7 127.7 1 132.0 93 E-78 80' N. and N.W. Cor. Bldg. 2 Surf 6.6 124.0 1 132.0 93 Mar 01 E-79 S. Side of Grand at Bus Stop -1.5' 10.5 123.4 1 132.0 93 1989 E-80 S. Side of Grand at Bus Stop Near Center -1.5' 11.1 120.8 1 132.0 91 a/rpw 15 Woodward-Clyde Consultants 4 Compaction Test Results Job Name: Village Faire Dates Covered: August 12, 1988 through October 3, 1988 Job Number - 8851079W-EWOI Type of Test: Wall Backfill Page YY'BF-1 of WBF-3 Field Relative Depth or Moist. Field Lab Lab Adj. Moist. Compaction Test Retest Elevation Content Density Sample Density Field Rock Adj. Lab Content %Of Date No. Of Location Of Test % Dry Wt. pcf No. pcf % Dry WL Dens. pcf % Dry Wt. Lab Dens. Aug 12 WBF-1 200' S. of N.W. Cor. of Wall -3' 8.9 119.3 1 132.0 90 1988 WBF-2 100' S. of N.W. Cor. of Wall -3' 8.1 119.2 1 132.0 90 WBF-3 50'E. of N.W. Cor. of Wall -3- 8.7 103.0 1 132.0 78 Aug 18 WBF-4 180' S. of N.W. Cor. of Wall -2- 6.4 114.1 1 132.0 88 1988 WBF-5 120' S. of N.W. Cor. of Wall -2- 5.6 114.3 1 132.0 88 WBF-6 WBF-3 60' E. of N.W. Cor. of Wall -2- 7.5 118.7 1 132.0 90 WBF-7 WBF-4 220' S. of N.W. Cor. of Wall -11 7.5 119.0 1 132.0 90 WBF-8 WBF-5 140' S. of N.W. Cor. of Wall -1. 8.6 119.4 1 132.0 90 YvrBF-9 55'E. of N.W. Cor. of Wall -11 7.4 118.8 1 132.0 90 Aug 19 WBF-10 250' S. of N.W. Cor. of Wall 44' 6.5 120.0 1 132.0 90 1988 YvFB F- 11 275' S. of N.W. Cor. of Wall 44' 8.7 121.3 1 132.0 91 WBF-12 50'N. of N.W. Cor. of Wall 44' 8.9 125.2 1 132.0 94 Aug 22 WBF-13 10'N.W. of W. Entry Stairs 44' 8.1 123.7 1 132.0 93 1988 WBF-14 25' N. of S.W. Cor. Bldg. 2 44' 10.8 119.2 1 132.0 90 S ep 09 WBF-15 45' S. of N.W. Cor. Bldg. 2 47' 8.0 122.0 1 132.0 92 1988 WBF-16 135' S. of N.W. Cor. Bldg. 2 46' 8.0 123.9 1 132.0 93 WBF-17 75' S. of N.W. Cor. Bldg. 2 48' 10.5 121.5 1 132.0 92 Sep 12 WBF-18 20' S. of N.W. Cor. Bldg. 2 49.5' 8.4 109.4 4 127.5 85 1988 W13F-19 100' S. of N.W. Cor. Bldg. 2 49.5' 8.4 115.4 4 127.5 90 WBF-20 140' S. of N.W. Cor. Bldg. 2 49.5' 6.2 111.2 4 127.5 87 Sep 13 WBF-21 WBF-18 25' S'. of N.W. Cor. Bldg. 2 49.5' 8.8 117.6 4 127.5 92 1988 WBF-22 WBF-20 140' S. of N.W. Cor. Bldg. 2 49.5' 9.7 121.4 4 127.5 95 WBF-23 20'W. of N.E. Cor. Bldg. 2 45' 10.5 121.7 1 132.0 92 WBF-24 20' E. and 10' N. of'N.E. Cor. Bldg. 2 47' 13.4 117.1 1 132.0 88 S ep 14 WBF-25 20' N. of S. Cor. Bldg. 2 45' 8.0 118.8 1 132.0 90 1988 WBF-26 WBF-24 15' E. and 13' N. of N.W. Cor. Bldg. 2 47' 12.2 120.4 1 132.0 91 a/rpwl5 Woodward-Clyde Consultants Compaction Test Results Job Name: Village Faire Dates Covered: August 12, 1988 through October 3, 1988 Job Number 8851079W-EWOI Type of Test: Wall Backfill Page WBF-2 of WBF-3 Field Relative Depth or Moist. Field Lab Lab Adj. Moist. Compaction Test Retest Elevation Content Density Sample Density Field Rock Adj. Lab Content % Of Date No. Of Location Of Test % Dry Wt. pcf No. pcf % Dry Wt. Dens. pcf % Dry Wt. Lab Dens. Sep 15 WBF-27 N. of S. Cor. Bldg. 2 48' 6.6 112.9 1 132.0 85 1988 Sep 16 WBF-28 15' N. and 5' E. of N.W. Cor. Bldg. 2 48' 6.7 123.2 1 132.0 93 1988 WBF-29 3' N. and 18' E. of N.W. Cor. Bldg. 2 48' 10.5 120.4 1 132.0 91 WBF-30 130' S. and 4'W. of N.W. Cor. Bldg. 2 48' 14.2 117.9 1 132.0 88 S eR 19 WBF-31 WBF-27 N. of S.W. Cor. Bldg. 2 48' 7.9 119.6 1 132.0 90 1988 WBF-32 WBF-30 130' S. and 4'W. of N.W. Cor. Bldg. 2 48' 13.0 113.5 1 132.0 85 WBF-33 110'S. and 5'W. of N.W. Cor. Bldg. 2 48' 12.0 107.1 1 132.0 81 WBF-34 15' S. and 5' W. N.W. Cor. Bldg. 2 5 1' 7.2 115.8 1 132.0 87 WBF-35 WBF-32 130' S. and 4'W. of N.W. Cor. Bldg. 2 48' 9.7 118.8 1 132.0 90 WBF-36 WBF-33 110' S. and 5'W. of N.W. Cor. Bldg. 2 48' 11.0 121.1 1 132.0 91 WBF-37 WBF-34 15' S. and 5'W. of N.W. Cor. Bldg. 2 5 1' 9.0 119.5 1 132.0 90 WBF-38 105' S. of N.W. Cor. Bldg. 2 51, 7.9 110.4 1 132.0 83 Sep 2 WBF-39 WBF-38 105' S. of N.W. Cor. Bldg. 2 51' 8.6 120.0 1 132.0 90 1988 WBF-40 12'N. x 10' E. of N.W. Cor. of Bldg. 2 50' 7.8 119.7 1 132.0 90 Sep 21 YIBF-41 5' N. x 20' E. of N.W. Cor. of Bldg. 2 51, 7.8 120.1 1 132.0 91 1988 WBF-42 55' S. of N.W. Cor. of Bldg. 2 52' 8.0 110.6 1 132.0 83 WBF-43 110' S. of N.W. Comer Bldg. 2 52' 9.5 120.4 1 132.0 91 WBF-44 10' S. of N.W. Comer Bldg. 2 52' 7.6 116.8 1 132.0 88 WBF-45 WBF-42 55' S. of N.W. Comer Bldg. 2 52' 11.0 113.2 1 132.0 85 WBF-46 WBF-44 10' S. of N.W. Comer Bldg. 2 52' 12.9 115.9 1 132.0 87 SeR 22 WBF-47 25'W. and 55'N. of S.W. Cor. Bldg. 2 45' 10.9 125.4 1 132.0 95 1988 WBF-48 10' S. of N.W. Comer Bldg. 2 511 8.0 120.0 1 132.0 90 WBF-49 55' S. of N.W. Comer Bldg. 2 5 1' 11.0 120.5 1 132.0 91 a/rpw 15 Woodward-Clyde Consultants a Compaction Test Results Job Name: Village Faire Dates Covered: August 12, 1988 through October 3, 1988 Job Number 8851079W-EWOI Type of Test: Wall Backfill Page WBF-3 of WBF-3 Field Relative Depth or Moist. Field Lab Lab Adj. Moist. Compaction Test Retest Elevation Content Density Sample Density Field Rock Adj. Lab Content % Of Date No. Of Location Of Test % Dry Wt. pcf No. pcf % Dry Wt. Dens. pcf % Dry Wt. Lab Dens. S eR 23 WBF-50 50'N. and 20' W. of S.W. Cor. Bldg. 2 46' 15.5 116.4 1 132.0 88 1988 WBF-51 120' S. of N.W. Comer Bldg. 2 51, 7.8 118.5 2 128.0 92 WBF-52 80'S. of N.W. Comer Bldg. 2 52' 7.4 118.2 2 128.0 92 WBF-53 95'N. and 40'W. of S.W. Cor. Bldg. 2 45' 7.9 117.4 2 128.0 91 WBF-54 70'N. and 20' W. of S.W. Cor. Bldg. 2 45' 9.1 116.9 2 128.0 91 Sep 26 WBF-55 75'N. and 25'W. of S.W. Cor. Bldg. 2 47' 5.9 118.1 2 128.0 92 1988 WBF-56 125'S. of N.W. Comer Bldg. 2 52' 8.5 118.1 2 128.0 92 WBF-57 80' S. of N.W. Comer Bldg. 2 52' 8.9 113.9 2 128.0 89 WBF-58 WBF-45 55' S. of N.W. Comer Bldg. 2 52' 7.0 118.9 2 128.0 92 WBF-59 WBF-46 10'S. of N.W. Comer Bldg. 2 52' 7.9 121.7 1 132.0 92 WBF-60 WBF-57 80' S. of N.W. Comer Bldg. 2 52' 9.8 119.0 2 128.0 92 Sep 27 WBF-61 Bldg. 2 - 30'E. x 4'N. of N.W. Cor. 48' 8.6 121.4 1 . 132.0 92 1988 WBF-62 Bldg. 2 - At N.W. of N.W. Cor. 54' 9.1 120.4 1 132.0 91 WBF-63 Bldg. 2 - 70' S. of N.W. Cor. 54' 8.8 123.6 1 132.0 93 WBF-64 Bldg. 2 - 135' S. of N.W. Cor. 54' 10.0 119.6 1 132.0 90 WBF-65 Bldg. 2 - 90'N. of S.W. Cor. 48' 8.3 120.5 1 132.0 91 WBF-66 WBF-50 Bldg. 2 - 50'N. x 20'W. S.W. Cor. 46' 9.2 119.2 1 132.0 90 WBF-67 Bldg. 2 - 30'N. of S.W. Cor. 48' 8.4 123.0 1 132.0 93 Sep 28 WBF-68 Bldg. 2 20' E. of N.W. Cor. 50' 9.0 121.8 1 132.0 92 1988 Sep 30 WBF-69 Bldg. 2 - 6' E. x 5' N. of N.W. Cor. 52' 9.6 121.2 1 132.0 91 1988 WBF-70 Bldg. 2 - 85'N. of S.W. Cor. 49' 9.4 115.6 1 132.0 87 Oct 03 WBF-71 WBF-70 Bldg. 2 - 85'N. x 30' W. of S.W. Cor. 49' 9.3 123.0 1 132.0 93 1988 WBF-72 Bldg. 2 - 60'N. x 18'W. of S.W. Cor. 49' 9.7 123.7 1 132.0 93 a/rpw 15 Woodward-Clyde Consultants 11 PLASTICITY CHARACTERISTICS 1 2 3 Liquid Limit, % Plasticity Index, % NP Np NP Classification by UnTed —Soil Classification System Sm Sm Sm 150 ZERO AIR VOIDS CURVES —2.80 SG — 2.70 SG — 2.60 SG 140 L 12.50 SG [COBBLESI GRAVEL] SAND H SILT & C7LAY I c I f I cl m I 100 C) Z 80 60 L z Lu 40 U cL 20 0 1000 100 10 1.0 0.1 0.01 0.001 GRAIN SIZE, mm MECHANICAL ANALYSIS 130 120 CL X 110 z 100 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 0 . 1 0 2 3 Maximum Dry Density, pcf 132.0 128-C 125.5— Optim ' um Moisture 8.5. 8.! 9.5 — Content, % 80 1 1 1 1 1 1 MOISTURE CONTENT,% 0 10 70 30 LABORATORY COMPACTION TEST SAMPLE LOCATION 1 SW COR. SEWER B.F. 2 CARLSBAD BLVD. & EIJA 3 NW*COR. 4' BELOW AC PAVJ 40 LABORATORY COMPACTION TEST METHODA .4G FILL SUITABILITY TESTS VILLAGE FAIRE DATE: 7-18-88 —F FIGURE NO: DRAWN BY: qb I CHECKED BY: ; [VOI PROJECT NO:8851079W—EW01 WOODWARO-CLYOE CONSULTANTS PLASTICITY CHARACTERISTICS 4 5 6 Liquid Limit, % Plasticity Index, % NP Classification by Unified Soil Classification System SM 150 ZERO AIR VOIDS CURVES —2.80 SG — 2.70 SG 2.60 SG 140 2.50 SG COBBLESI GRAVELI I c [ f SAND I c I m I fTS ILT & CLAY] 100 Z 80 60 CL z w 40 U Cr w cL 20 0 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 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 110 z cc a 100 90 ' ' ' ' ' . . I . . I Maximum Dry 0 4 0 5 L6 Density, pcf 127. 5 128 .8 143 . 5 Optim ' um Moisture 9.5 9.5 6.0 Content, % 80 [ I I I I I MOISTURE CONTENT,% 0 10 20 30 1 ACf%OA'rr%DV f1f%UDArT1f%kJ TCOT SAMPLE LOCATION 4 W CNTRL AREA OF 8th BELO PAVEMENT 5 GRAND AVE. PKG.—EAST SIDI j 6 GRAND AVE. PKG. 40 LABORATORY COMPACTION TEST METHOD: A;TM-Q I 597-78A #6—ASTM—D 1557-78C FILL SUITABILITY TESTS VILLAGE FAIRE ---T- 7-18-88 FIGURE NO: 2 DRAWN BY: rh I CHECKED BY: PROJECT NO: 8851079W—ElqOl DATE:. WOOOWARO-CLYOE CONSULTANTS PLASTICITY CHARACTERISTICS 7 8 9 Liquid Limit, % Plasticity Index, % NP Classification by UniTie-d Soil— Classification System Sm 150 ZERO AIR VOIDS CURVES —2.80 SG — 2.70 SG 2.60 SG 140 2.50 SG I BBLES CO GRAVELI SAND I SILT I c I f I cl m L f 100 Z 80 60 z Lu 40 U CC Lu 20 0 1000 100 10 1.0 0.1 0.01 0.001 GRAIN'SIZE, mm MECHANICAL ANALYSIS 130 120 110 z 100 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 90-- M ' aximum Dry 0 7 0 8 9 N ' Density, pcf 140:..-0 128. 0 139. 5 Optimum Moisture 7.0 8.5 5.5 Content, % 80 rT7 I MOISTURE CONTENT,% 0 10 20 30 LABORATORY COMPACTION TEST SAMPLE LOCATION 7 SOUTIl COAST 8 PKG. LOT N.OF NEIMANS 9 SOUTH COAST- 40 LABORATORY COW'ARON57-78 TEST METHOD: FILL SUITABILITY TESTS VILLAGE FAIRE _T_ FFIGURE NO: .3 DRAWN BY: qb I CHECKED BY: PROJECT NO:885107W- Q01 DATE: 8-25-89 WOODWARD-CLYDE CONSULTANTS 'i~ 100 Z 80 ~ 60 CL [COBBLES GRAVELI SAND I c I m I f7SILT 7CLAY c I f PLASTICITY CHARACTERISTICS Liquid Limit, % Plasticity Index, % Classification by Uni7ii-ed —Soil Classification System 150 140 ZERO AIR VOIDS CURVES —2.80 SG — 2.70 SG 2.60 SG 2.50 SG z w 40 U cc w 20 0 1000 100 10 1.0 0.1 0.01 0.001 GRAIN SIZE, mm MECHANICAL ANALYSIS 130 120 110 100 Ir— 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 90 Maximum Dry 010 Density, pcf 136.0 Optimum Moisture 6.0 Content, % 80 r MOISTURE CONTENT,% 0 10 20 30 LABORATORY COMPACTION TEST SAMPLE LOCATION 10 S. PKG. LOWS. i OF E. —PI To LABORATORY COMPACTI?N TEST METHOD: ASTM—D 557-78 G. FILL SUITABILITY TESTS VILLAGE FAIRE DRAWN BY: cb CHECKED BY: PROJECT NO:8851079W-UD01TOATE: B-25-89 FIGURE NO: 4 WOODWARD-CLYOE CONSULT-ANTS