The URL can be used to link to this page

Home My WebLink AboutCT 72-24; SPANISH VILLAGE UNIT NO 1; FIELD DENSITY TESTS; 1975-04-03BENTON ENGINEERING. INC. APPLIED SOIL MECHANICS -FOONDATJONS 6717 CONVOY COURT SAN DIEGO, CALIFORNIA 921.11 _PHILIP HENKING BENTON PRESIDENT· CIVIL ENGINEER April 3, 1975 La Costa land Company Costa Del Mar Road Carlsbad, California 92008 Subject: G$ntlemen: Project No. 73-11-12DF Results of Field Density Tests Taken in Compacted Sub9rad~ and Base Material Ani 110 Way and Levante Street Spanish Village Unit No. 1 Carlsbad Tract No. 72-24- Carlsbad, California TELEPHONE (714) 565-1955 This is to report the results of field density tests taken in compqcted subgrade and base materials on Anillo Way and levante Street in SpanishVillage Unit No.1, Carlsbad, California·. The tests were taken on the dates indicated below: Test Number 1 to 6, inc./usive 7 8 to 13, inclusive Tests Taken in.Subgrade Tests Taken in Base Material 1 and 2 3 to 1.0, inclusive 11 to 18, inclusive Date February 24, 1975 February 27, 1975 March 2, 1975 March 5,1975 March 20, 1975 March 21, 1975 'Project No. 73-11-12DF e -2-April 3, 1975 La Costa, Spanish Village Unit No. The approximate locations at which. the tests were taken and the final test results are presented on pages 3 to 5, ·inclusive, under the IIToble of Test Resl,llts. II The laboratory determinations of the maximum dry densities and optimum moisture contents of the materials are presented on page 5, under the IIlaboratory Test Results. II Respectfully submitted, BENTON ENGINEERING, INC. By -R. C? -;t(4??~ R. C. Remer Rev i ewed by~' -:::~r.f.,;.~~:::""'::::!...-~~./#.:::!:i:~2:::=;;;-, Philip H. RCR/PHB/mr Distr: (2) Addressee (l) Addressee Attention: Mr. Burton l. Kramer (2) City of Carlsbad Engineering Department (l) Rick Engineering Company, Carlsbad BENTON ENGINEERING. INC. ,j, J Project No. 73-11-12DF e -3-• Aprrl 3, 1975 La Costa, Spanish Village Unit ~. J TABLE OF TEST RESULTS Maximum Approx-Field Dry Dry Test imate Moisture Density Density Percent No. Location % dry wt Ib/cu ft Ib/cu ft Compoction Remarks Tests Taken in Subgrgd~ 1 Anillo Way 8.0 100.3 113.3 88.5 Reworked S,ta. 3+25 2 ' Ani/lo Way 14. 1 95.9 107.2 89.4 Reworked Sta. 6+00 3 Levante St. 10.5 104.0 114.3 91.0 Sta. 73+25 4 Levante St. l1.S lOO.4 111.2 90.2 Sta. 74+50 5 Anillo Way 14.,6 102.6 113.3 90.6 Check on #1' . Sta. 3+25 6 Ani 110 Way 9.6 98.7 107.2 9~.O Check on ,#2 Sta. 6+-00 7 Curb return on 15.5 106.9 114.0 93.8 EI Camino Real Sta. 78+50 S Anillo Way 10.3 10S.7 114.0 95.4 Sta. 3+50 9 Anillo Way 11. 1 107. 1 112.3 95.4 Sta. 6+-50 10 EI Camino Real 16. 1 108.8 119.2 91.2 Sta. 126+75 11 E.I Camino Real 11.2 115. 1 119.2 96.6 Sta. 124+00 12 EI Camino Real 17.7 105.8 114.0 92.7 Sta. 126+25 13 Ani/lo Way 5.6 114.6 119.2 96. 1 Sta. 11+10 Tests Taken in Bose Material Anillo Way 6.5 1l8.5 131.4 90.1' Reworked Sta. 11+00 North Half 2 Anillo Way 6.9 124. 1 131.4 94.5' Sta. 9+00 North Half BENTON ENGINEERING. INC. . , .b ' Project No. 73-11-12DF • -4-e April 3, 1975 La C~st'a, Spanish Village Unit No. 1 TABLE OF TEST RESULTS (CO NT .) Maximum Approx-Field D,ry Dry Test imate Moisture Density Density Percent No. Location % dry wt Ib/cu ft, Ib/cu ft Compaction Remarks 3 Anillo Way 5.6 127.5 131.4 97.0 Sfa. 7+00 North Half 4 Anillo Way 8. 1 125.5 131.4 95.5 Check on 11 Sta. 11+00 , North Half 5 Anillo Way 7.5 127.0 131.4 96.6 Sta. 5+00 North Hal.f 6 Anillo Way 6.5 124,.6 131.4 94.8 Sta. 3+00 North Half 7 Anillo Way 6.8 125.5 131.4 95.5 Sta. 1+00 North Half 8 Levante St. 7.6 119.9 131.4 9'1.1 Reworked Sta. 78+00 North Half 9 Levante St. 6. 1 125.5' 131.4 95.5 Sta. 76+00 North Half 10 Levante St. 5.0 126.4 131.4 96.2 Sta. 74+00 North Half 11 Levante St. 7.2 125.6 131.4 95.6 Check on #8 . Sta. 78+00 North Half 12 Levante St. 5.6 124.2 131.4 94.5 Sta. 72+00 North Half 13 Levante St. 5.6 124.9 131.4 95.0 . Sta. 70+00 North Half 14 Levante St. 7.2 126.6 131.4 96.3 Sta. 68+00 North Half 15 Levante St. 5.8 125.4 131.4 95.5 Sta. 67+25 South Side " BENTON ENGINEERING, INC. ~ Project No. 73-11-12DF e -5,-• April 3, 1975 La Costa, Spanish Village Unit No. TABLE 0F TEST RESULTS (CO NT .) tv\bximum . Approx-Field Dry , Dry Test imate Moisture Density Density Percent No. Location % dry wt Ib/cu ft Ib/cu ft Compaction Remarks 16 Levante St. 5.0 125.6 131.4 95.6 Sla. 67+25 Center 17 Levante St. 5.8 125.4 131.4 95.5 Sta .• 67+25 North Side 18 Levante St. 5.9 124.9 131.4 95.0 Sta. 74+00 North Half LABORATORY TEST RESULTS T,he maximum dry densrties and optimum moisture contents of the materials as determined by the A.S. T .M. 0.1557.-70 method, that uses 25 blows o(a 1q pound rammer falling from a height of 18 inches on each of 5 layers in a 4 inch diameter 1/30 c::ubic foot compaction cyli nder, are presented as fo I lows: . Soil Description Light orange brown clayey very fine sand Light brownish gray clayey silt Light gray brown clayey fine sand . Olive green silty clay Light gray silty very fine sand Yellow brown silty very fine to fine sand Brown silty fine to medium sand Gray brown silty fine to coarse sand with scatfered gravel (base) BENTON ENGINEERING, INC. Maximum Dry Density Ib/ci.) ft 113.3 107.2 114.3 111.2 114.0 112.3 119.2 131.4 Optimum Mois- ture Content % dry wt 15. 1 19.0 14.8 15.0. 12.8 13.8 11-.8 7.9 • BENTON ENGINEERING, ,INC. APPLIED SOIL MECHANICS -FOUNDATIONS 671'7 CONVOY COURT SAN DIEGO, CALIFORNIA 92111 PHllolP HENKING BENTON PRESIDENT ,. CIVIL ENGINEER April 2, 1975 La Costa Land Company Costa Del Mar Road Carl$bad, California 92008 Subject: Gentlemen: Project No. 73-11-12DF Results of Field Density Tests Taken in Base Materia.1 EI Camino Real and Levante Street Carlsbad, California • TELEPHONE (714) 565·1955 this is'to report the results of two field density tests taken in compacted base material placed at the intersection of Levante Street and E I Camino Real in Carlsbad, California. The tests were taken on March 20, 1975. The approximate locations at which the tests were take.n and the final test results are presented as follows: Approx- Test imate No. Location 1 2 South side of Entrance to Levante St. North S ide of Entrance to Levante St. Field Dry Moisture Density % dry wt Ib/cu ft 6.0 137.5 6. 1 136.3 LABORATORY TEST RESULTS Maximum Dry Density Percent Ib/cu ft Compaction 137.9 99.7 137.9 98.9 The maximum dry density and optimum moisture content of the base material as determined by the State of California, Department of Public Works, Division of Highways; iest Method. No. Cal if. 216-F, are presented on page two. I'. '. Pl'Qject No. 73-11-12DF La Costa Land Company 'Soil Description • Brown gravelly slightly silty fine to coarse sand Respectfully submittedr BENTON ENGINEERING r INC. By.#?C~ R. C. Remer -2--. Maximum Dry Density Ib/cu ft 137.9 Revie~ed by @ .:;J:~ - . . . Philip H. entonr Civil Engin?er , RCR/PHB/mr Distr: (1) Addre~see (2) City of Carlsbad Engineering Dept. (2) County of San Diego Dept. of County Engineer Attention: Mr. Robert Aiken BENTON ENGINEERING, INC. Apr.; I 2, .1975 Optimum Mois- ture Content % dry wt 7.8 .... . • APP1.J~D eOII., MECHANICS _.,., I"OUNOATlC1NS ~ '1 6717 CONV()V COIJln ~ (V !!IAN DlF.G(,). l.'''''_II'''ORNIA II:.! 111 »f<';:_!~' tll!NKING I!JI!N'TOIII rl>Q-ilmr!ui'i'f ..... 'v~L P.l!c;"J'tilIfi January 24, 1975 La Costo Lond Company Costa Del Mar Road Carlsbad; California 92008 Sublech Genl'leme;n: ProJect No. 73-11-12DF Resull'$ of Field Denlily Tesh Token in Compaded Subgrctde And Base Matori al ish ViII a e 1 Carlsbad Tract No. 72-24 Carlsbad, Callforn1a Tl!I.l!Pt<ON< (714) IHl!5·1955 i1!.'i.I ~~ h: raporl' the resul ts of field derisity tesfs token in compacted sub grade and base materials >. .i"'i~ ~~,,::;~ ·::;reas of Spanish Village Unit No.1 in Carlsbad, California • . ~~ ·B~t.: V:''ili'E! ~aken during the weekly pertods Indloated below: Test Number Week Endtng Tesl'$ Take" ln, Subgrado 1 to 30, inclusive 31 to 43, inclusive 44 and 45 46 to 49, inclusive December 14, 1974 December 21, 1974 . December 28,1974 January 18, 1975 Tests Token ttl Base Ma'rertal 1 to 10, inclusive 11 to 43, inclusive January 11, 1975 January 18, 1975 The approximate locations at which the tesfs were token and the final test resul ts are presen~ed on pages 3 to 7, inclusive, under the "Table of rest Results." The laboratory de~erminatrons of the maximum dry densities and optimum moisture contents of the ma~erials are presented on page 8, under the "Laboratory Test Result's." 72-2lf Protact No. 73-1'l ... 12Dfe -2 ... • January 24, 1975 La Costa, Sponish YrJlagE3 Unit No.1 The Fflit'li tesul ts of the tests indtcate thdt the subgl'ade sotls and base materials have been com- pacted to a minimum of 95 percent of moximum dry density except in the areas of Test Nos. 32 and 33 taken in the base material. It is understood that an addItional 1/2 Inch of A.e. pave- ment wtll be placed in these areas, Respeetful\y submtHed, BENTON EN GINEERING, INC. ny.#t:~~ R:f Remer RevreWedbY~~ IjiH.ii1tOn;1VEJ19iiOr RCK/PHB/pk Disrr: (4) Addressee (1) Addressee Attention: Mr. Burfon L Kramer (2) City of Carlsbad Engineefing Department (1) Rick Engineering Company, Cdl'lilbad Proiec~ No. 73-11-1IF :"3 ... e January 24, 1975 La Costa, Spanish Village Unit No.1 TABLE OF TEST RESULTS, Maximum Approx-Field Dry Ory Test imate fvbfsture Density Density Percent No. Location % dry wt Ib/cu n Ib/cu ft Compaction Remarks ,Tests Taken in Subgrade I In tel'sec tion 5.7 97.3 110.2 88.3 Reworked ,/ Pla~uela & QuitasoI SI'S. 2 IntersecHon 14.3 109.6 115.5 95.0 QuHasol & Boca Sts. 3 Pendon Court 11.2 106.4 111 .8 95.3 Sta. 2+50 4 Pendon Court 11. 1 110.0 115.5 95.2 Sta. 0+80 5 Intersection 14.7 107.1 112.6' 95.2 Boca & Palenque 51'S. 6 Quitasol Sf. 6.4 104.5 110.2 94.8 Reworked I Sta. 8+75 7 QuitasoI St. 16.4 106.8 112.3 95.1 Sta. 6+75 8 Boca St. 13.7 107.6 112.3 95.7 Sta. 3+00 9 Boca St. 13.4 109.7 115.5 95.0 Sta. 1+25 10 Palsnque St. 13.2 '93.6 110.2 85.0 Reworked/' Sta. 9+50 11 Intersettion 9.5 104.6 110.2 94.9 Anillo Way & Rocio St. #,1 12 In tersec tion 13.5 99.2 110.2 90.0 Check on l' Plazuela & Reworked/' QuitasoI Sts. I 13 QuitasoI St. 11.2 105.3 110.2 95.7 /' Check on 116 Sta. 8+75 14 Palenque St. 11.9 106.2 111 .8 95.1 Sta. 2+10 15 Anillo Way 13.8 103.2 113.4 91.0 Reworked / Sta. 13+25 16 Rocio St. 12.6 104.8 110.2 95.0 Sta. 17+60 \,1 ~ "'t lfH,~ J~.;' ,. , , , . : .' , - Prbied~' N6. 73"'11"12D~ " ' , e . " ~,,;~, . , , '!.'yo I, 4' ' ., ~ -,'" .- ... iiw Jattu6ry 24f '~9i5~ ';' , •• :;.,1 , " La Co~to't Spantsh Village Ut'lit Nd l " ~~ '.' , . , . , TA~L~ OF TESt RESULTS (C ONi.) , " , . ". ,. (' Maxfmum ., Approx-Fteld Dry Dry • ~~~.:. ~ I .: .r,' Test imate NIoisture Density Denstty Percent No. L.ocatton 0/0 dry wt Ib/cu ft Ib/cu ft Compactton Remarks 17 Marca Place 14.3 112.4 116.2 96.7 Sta. 5+40 -, ... ./' 18 Arpa Court 6.8 101.6 110.2 92.1 Reworked Sta. 1+95 19 Rocio St:. 13.6 106.1 111 .8 95.0 Sta. 11+40 20 Rocio St. 11. 1 102,3 110.2 92.9 '/ Reworked Sta. 19+45 21 Rocio St. 8.2 103.7 111.8 92.8 Reworked .,' Sta. 15+25 22 Rocio St. 11.4 103.3 111 .8 92.5 Reworked / Sta. 13+40 , 23 Palenque St. 18.2 103.1 . 111 .8 92.2 Rewol'ked ...- Sta. 7+50 24 Pa I enque S to 15.9 105.0 1 J 4.0 92.0 Reworked v Sta. 3+75 25 Intersection 13.6 106.2 114.0 93. 1 Reworked v Anillo Way & Palenque Sr. 26 Anillo Way 11.3 107.2 111 .8 96.0 SI'a. 15+45 27 Anillo Way 10.0 108.0 111.8 96.5 Sta. 17+50 28 Rocio St. 10.8 106.6 11 0.2 96.7 Cheek 011 #20 I Stet. 19+45 29 Rocio St'. 10.5 107.6 11 '/ .8 96.5 Check on 1121 Sto. 15+25 30 Arpo Court 8.0 108.6 110.2 98.5 Check em #19: 51'0. 1+95 31 Bolo Place 9.3 109.9 114.0 96.3 Sta. 2+50 32 Rocio St. 10.7 109.3 111 .8 97.7 Check on H22~ SI'o. 13+40 33 PolenqtJe S ~ • 11.2 107.3 1'10.2 97.6 Check on tflOI Sf'o. 9+50 34 Palenque St. 10.5 108.2 111.8 96.9 Check ort #231 Sto. 7+50 35 Plozuelet St. 10.0 103.0 111 .8 92.3 Reworkt:!d Sta. 17+'10 -1:"' -~ : .. . I'l'oiet:t No. 73-11 -12DF-t. ' . ... 5 ... January 24, '197S>~' :: ' , . ., La Cosr6J1 Spcwlish Village Unrt No.1 " '., TABLE OF TEST RESUL is (CONi.) J .. Maximum , ,Approx-Field Dry Dry Test ,timote N!o is tU'ra ' Density Densfty Percent No. Location % dry wt lb/cu ft Ib/cu ft Compaction Remarks 36 Plazuela st. 21.6 99.0 110.2 89.7 Reworked/ Sta. 15+10 37 Plazuela St. 12.8 107.5 no .2 97.6 Check on #1 - Sta. 11+20 & #12 38 Pla%uela St. 12.4 109.3 114.0 95.8 Check on #24 - Sta. 13+00 39 Intersection 8.7 109.3 114.0 95.8 C heck on #25 .- Anillo Way & Palenque St. 40 Plazuela St. 8.8 112.0 114.0 98.2 Sta.17+10 41 Anillo Way 7.4 111 .8 113.4 97.7 Check on #15"- Sta. 13 +25 42 , Marca Place 12.2 107.3 110.2 97.3 Sta. 2+00 43 Marca Place 8.5 105.8 110.2 95.7 Sta. 4-1-00 44 Plazuela St. 8.2 112.2 116.2 96.5 C heck on 1135 Sta.17+10 45 Plazuela St. 5.7 116.4 119.2 97.7 Check on 1136 Sta.15+10 46 Palenque St. 10.4 106.3 110.2 96.5 Sta. 6+50 47 Palenque St. 9.3 101.2 110.2 91.8 Reworked v Sta. 8+50 48 Palenque St. 10.3 107.3 110.2 97.4 Sta. 7+00 49 Pal enque St. 10.3 105.1 110.2 95.4 Check on #47 .... ' Sta. 8+50 Tests Taken in Base Material Bolo Place 7.4 115.8 129.7 89.4 Rewo,·ked Sta. 2+50 2 Bolo Place 7.0 115.0 129.7 88.7 Reworked Sta. 0+50 3 Bolo Place 8.5 118.5 129.7 91.5 Reworked Sta. 2+50 4 Bolo Place 9.6 117.3 129.7 90.5 Reworked " S~a. 0+50 , . 'Prdfeet-No" 73-11-12D. . ~ .. • January~4, 1975 '. '~ La Cdsto, Spanish Vii loge Unit No.1 -, • ';1 TASLt: 9F: ~EST jRESl)LT$ (CONT.) " T,. Maximum , - Approx-~tel'd Dry-Dry '. Test ima~e /Vpisture Delist Iy Density Percent N6. Loca'Hon % dry wt Ib/cu ft lb/cu ft· CompactIon Remarks 5 Matca Pldce 10.1 116.8 129.7 90.1 Reworked --:' S~a. 1+00 / 6 Marca Place 10.0 115.9 129.7 89.5 Reworked 5ta. 3+00 7 Pendon Court 10.9 116.0 129.7 . 89.6 Reworked ./ $ta. 2+40 8 Pendon Court 9.7 116.8 129.7 90.1 Reworked /' 5ta. 0+50 9 Arpa Court 9.4 113.0 129.7 87.3 Reworked - Sta. 1+90 ,/ 10 Arpa Court 9.6 117.3 129.7 90.5 Reworked Sta. 0+50 11 Boca St. 8.6 122.9 129.4 95.0 Sta. 4+25 12 Rocio St. 6.7 123.2 129.4 95.0 Sta. 21+00 13 Rocio St. 6.8 123.3 129.4 95.1 .I Sta. 19+00 14 Rocio St. 7.3 125.0 129.4 96.6 Sta. 17+00 15 Rocio St. 6.4 124.3 129.4 96. 1 Sta. 15+00 16 Arpa Court 7.9 124.3 129.4 96.1 Check on #10/ Sta. 0+50 17 Arpa Court 6.9 124.9 129.4 96.5 Cheek on #9/ Sta. 1+90 18 Rocio St. 6.6 123.3 129.4 95.1 Sta. 13+00 19 Bolo Place 7.8 123.3 129.4 95.2 Check on #2 " $ta. 0+50 & 114 /' 20 Bolo Place 7.5 123.6 129.4 95.4 C heck on Ill'" Sta. 2+50 & #3, 21 Rocio St. 6.6 123.3 129.4 95.1 5ta. 11+00 22 Plazuela St. 6.3 124. 1 129.4 96.0 Sta. 18+00 23 Plazuela St. 8.0 123. 1 129.4 95.0 Sta. 16+00 24 Plazuela St. 7.8 123.3 129.4 95. 1 Sta. 14+00 .. , Pro'jact No .. 73-1l-12DF e • JdhuQfy 24, 197'5 ' , --7-' ~ ) La CO$r&ll S~dnish Village UnH No. "I ' J .. , i TABLE OF iEst RESULiS (CONT.) ~ , ' Maximum Approx-Field Dry Dry ies~ imats Moisture Densi Iy' Density Percen~ No. Local'ion % dry wr Ib/cu ft Ib/cu ft Compaction Remarks 25 Plazuela St. 6. 1 123.8 129.4 95.5 Sta. 12+00 26 Qu i taso 1St. 6.5 124.3 129.4 96.1 Sta. 10+00 27 Qu Haso 1St. 6.5 123.3 129.4 95.1 Sta. 8+00 28 QuHasol St. 6.3 124.2 129.4 96.1 Sta. 6+00 29 Marca Place 7.8 123.3 129.4 95.3 Sta. 5+50 30 Marca Place 6.8 123.0 129.4 95.0 Check on #6 .. Sta. 3+00 31 Marca Place 7.5 123.0 129.4 95.0 Check on· #5 /'" Sta. l-J-OO 32 Pendon Court 7.2 119.4 129.4 92.3 Check on #8/ Sta. 0+50 33 Pendon Court 7.9 118.2 129.4 91.3 Check on #]"" Sta. 2+40 34 Palenque St. 6.6 123. 1 129.4 95. 1 Sta. 9+00 35 Palenque St. 6.7 123.0 129.4 95.0 $ta. 7+00 36 Pal enque St. 7.2 126.1 129.4 97.4 Sta. 5+00 37 Pal enque St. 8.1 12~.4 129.4 95.4 Sta. 3+00 38 Palenque St. 4.7 123.0 129.4 95.0, Sta. 1+00 39 Anillo Way 6.1 123.0 129.4 95.0 Sta. 12+00 40 Anillo Way 6.9 125.6 129.4 97.0 SI"a. 14+00 41 Anillo Way 5.5 124.0 129.4 95.8 Sta. 16+00 42 Anillo Way 5.9 123.0 129.4 95.0 Sta. 18+00 43 Anillo Way 7.2 129.4 129.4 100.0 Sl'a. 20+00 , , Project No. 73-11-t'F .. 8-• Janudry 24, 1975 , La Costa, Spanish Village Unit No .. r lASORA10RY TESi RESULls ! I The maximum dry derlsifies and o~ti'l'nutn moiShJre <::oMenl'S of t:he maferiais as de~ermjned by' the A.S. T .M. D 1557-70 method, that uses 2$ blows of a 10 pound fClmmer falling from a height of 18 inches on each of 5 layers in a 4 inch diameter 1/30 cubic foot compoctron cyl inder I are pres~n ted as follows: Soil Description . Brown silly fIne to medium sand Light orange brown clayey fine sand Light gray sil ty very fine sand Light brown sil ty very fine to fine sand Lighl' gray brown si I ty very fine sand Light yellow brown silly fine sand Yellow brown clayey fine sand with sil tsrone chunks Yeltow brown silly very fine TO fine sand Light gray and yellow brown sil ty fine to medium sand Brown silly fine to coarse sand (base material) Brown sil ty fine to coarse sand (base material) Maximu'm Dry Densny· Ib/cu ft 119.2 113.4 114.0 111 .8 '113.5 116.2 110.2 112.3 115.5 129.7 129.4 Op ti mum f..NJ 15- ture Con tent % dry wI' 11.8 15. 1 12.8 12.6 13.9 13.2 15.7 13.8 13.7 9. 1 8.7 ,f. , PHILIP HF.HKING !:lENTON PR£SIOt:,H1" .. ~ .. I\/I1.. ENGtNlEl!Jl La Costa Land Company Costa" Del· Mar Road Garlsbad, California 92008" , - BENTON' ENGINEERiNG, INC. ~'Pf'l.iEO' SOli .. MECHANICS ---, 1:0UNllATIONS ' 15-1'17 CONVOY COURT SAN 0.1 EGO. CALlfORtHA 92111, Jahuary 17, 1975 Subject: Project No. 73-11-12D Resul ts of ':R" Value Tests And Structural Sections . ,.' '" Levante Street and Anillo Way, Southwest of Spanish Village Unit No.1' Carlsbad Tract No ~ 72-24 Carlsbad, California '.' " --, '~LL:' CT:l"l. "'~-r. Gentlemen: , This is to report the resul ts of laboratory tests to determr~e the "WI Valu'es of rhe 'subgrade ~oil$ , , obtained from Levante S-treet between EI Camino Real and $ta. 83+50 and from AniJlo Way be-, tween Levante Street and Palenque Street in Spal")L~h Village Unit No~ 1,' The structu,raJ sect-ions for 'these street areas, based on the test results and the traffi(dndexes ·assigned by the CHiof Carlsbad, are presenred on page 2. The approximate locations at which the samples were obtained and .the results of the H:R" Value tests are presented as follows: '. , Sample No. Location uR Il Value' 1 Anillo Way, Sto. 10+25 64- 2 Anillo Way, Sta. 7+40 77 3 Anillo Way, Sta. 4+20 71 4 Anillo Way, Sta. 1+20 68 5 levante Street, Sta. C3+lO 75 6 levante Street, Sta. 80+10 ]7 7 Levante Street, Sta. 77+09 ' 78 8 Levante Street, Sta. 74+00 77 9 Levante Street, Sta. 71+20 77 10 Levante Street, Sta.68+30 70 Copies of the reports of the URI! Value tests, conducted by Testing Engineers" Incorporated, are' attached hereto. Protect. No. 73-11-12D La Costa Land Co:npany • !Ii , -2-•• January 17 I 1975 . According to the criteria used by the City of Carlsbad for pavemen~ design, a Traffic Index of 5~5 should be used for Anillo Way and Levante Stre.et shou.1d be d~signed for a Traffic Index ·of 7. O. Based on this information and the tests resul tsr the pavement sections· deter- mined for these streets are presented below: Street Levante Street (EI Camino Real to approximately Sta. 83+50) An ill 0 Way (Levante Street to Palenque Street). Respectfully submitted, 'BENTON ENGINEERING, INC. 'By ttc::~ ~. Remer Distr:' (3) AddreSsee . .. Design f1RfI. Value 70 BENTON ENGINEERING. INC. Structural Sectic~m A.C. Base . (Inches) (Inches) ''1 , , {3 /. : 6." -~' '/ '-(Minimum section) . 2.5 4 (Minimum section) " ,; . t.. •••••• ,f. . ' .. - • • PHILIP HENKING BENTON PRESIDiENT • CIVIL ENGINEER La Costa Land Company Costa Del Mar Road Carlsbad, California 92008 Subject: BENTON ENGINEERING, INC. APPLIED SOIL MECHANICS -FOUNDATIONS 6717 CONVOY COURT SAN DIEGO, CALIFORN!A 92111 September 16,. 1974 TELEPHONE (714') 565.1955 Project No. 73-11-12D Results of IIR" Value and Sand Equivalent Tests, And Structural Sections Spanish Village Unit No. 1 Carlsbad Tract No. 72-24 Carlsbad, Cal ifornia C·T72 .... 2'f Gent.lemen: This is to report the results of laboratory tests to determine the "R II Values of the subgrdde soils obtained from the street areas in Spanish Village Unit No.1 and to present structural sections based on these' results and the traffic indexes assigned by the CHy of Carlsbad. Sand Equivalent test~ were also performed on each sample. The approximate locations at which the samples were obtained together with the results of the "R" Value and Sand Equivalent I'ests are presented as follows: Sample Sand "RI! No. Location Equivalent Value 1 Quitasol Street, Opp. Lot 31 10 47 2 Pendon Street, Center of Cui de Sac 8 54 3 Boca Street, Opp. Lot 27 10 52 4 Mar<~a Place, Opp. Lot 104 ·16 69 5 Palenque Street, Opp. 92/93 Lot Line 23 69 6 Intersection of Palenque Street and 20 58 Bolo Place 7 Bolo Place, Center of Cui de Sac ' 13 75 8 Rocio Street, Opp. Lot 66 17 72 9 Arpa Court, Center of CuI de Sac 10 73 10, Anillo Way at Intersection with Rocio Street 15 75 11 Anillo Way, Opp. Lot 107 14 77 12 Anillo Way, Sta. 7+60 19 72 13 Anillo Way, Sta. 2+30 12 79 14 Quitasol Street, Opp. Lot 35 15 69 Project N'o. 73-11-12D e La Costa, Spanish ViJ lage Unit No. 1 l ,0 • \ Sample No. 15 16 Location Quitasol Street, Opp. Lot 39 Plazuela, Stree.t, Opp. Lot 5 -2-• September 16, 1974 Sand Equivalent 34 16 "R" Value 78 44 Copies of the reports of the "RII Value tests, conducted by Testing Engineers, Incorporated, are attache~ hereto. . According to the criteria used by the City of Carlsbad for pavement desi.gn, a Traffic Index of 5.5 should be used for Anillo Way, Palenque Street, and Rocio Street. The remaining streets in this unit may be designed using a Traffic Index of 4.5. Based on this information and the test results, the pavement sections determined for the various streets are presented b'elow: Street. Anillo Way Palenque Street Rocio Street Marco Place Bolo Place Arpa Court Pendon Court Boca Street Quitasol Street Plazuela Street Sta. 11+00 to 14+00 S ta. 14+00 to Po I enque S tree t _ .... /' L--.." . Respectfully submitted, BENTON ENGINEERING, INC. By -tee: ~ R. C. Remer . RCR/PHB/pk Structural Section Design A.C. Base -G.E.=l .0 "R" Value ( Inches) ( Inches) v/ 72 2.5 4 ~ 2.5 4 /58 2.5 4 /69 2 4 /58 ·2 4 73 2-4 54 i / 4 47 2' 4 {47 2 4 178 2 4 \44 2 4.5 ----'-- Distr: (3) Addressee BENTON ENGINEERING, INC, • TESTINO ENGINEERS, INCORPORATED 3467 KURTZ ST .. P.O. BOX 80985. SAN pIEGO. CA ~92;38 (714) 22'2--t.1.~~ 225-9641 OAKLANi) SANTA CLARA LOS ANGELES SAN DIEGO LABORATORY NUMBER SD29-2927 DATE, September 9, 1974 , , JOB DATA: File 1fo534 SAMPLE DATA: Benton Ep.gineeting, Spanish Village, Unit .,1" S/Nl. ,.s ubmi-t te'd to the Spanish Village Unit 1 laboratory. Benton Engineering, Inc. (T 7).-'1. 'I 6717 Convoy Court SOan Diego, CA 92111 R. VAL.UE PATA GRADING ANALYSIS A B C b E <- SIEVE PERCENT PASSING COMPACTOR' PRESS • P.S.I. 200 350 350 SIZE As Rcvo. As USEO MOIST @ COMPACTION • % 1608 15.0 14.1 4" DENSITY. #/Cu. FT. 108.9 ,111.0 112.6, 3" - 2" R~STABILOMETER 17 52 71 Exuo. PRe:SSURE • P.S.I. 150 340 510 ' , 1" STAB, THICK. FEET 1.20 0.70 0,42 %" - EXPAN. PRESS. THICK. FEET 0.17 0.17 ;0.70 *" , " 'T.I. (ASSUMED) = 4.5 %." -' , ~ , W By'STAB. @ 300 P.S.I. EXUD. ,= ,'47 " Z::J Cl.J ; -, #4 -< ffl> By EXPANSION PRESSURE = 64 o· 0: #~ AT EQUILIBRIUM = 47 #16 " SAND EQUIVAL.ENT = ; #30 ,- DURABILITY (COARSE) --LIQui.o LIMI.T == #50 " -' DURABILITY (FINE) = PLASTIC LIMIT = #100 -- P. t - #200 -, --REMARKS: (1) ~Benton Engineering, Inc. ATTACHMENT '- THC:rtc 1Fl2882' ' - - , . ! , .,... s-' SAMPLE DES~RIPTION Benton _>=i:.:.n::;:e:..:e:..::r:..::i::,:n:::.g:>..tL....:1::;' n:::c=~-,--_____ _ Spanish Village Unit 1. StilL " ' MALUE No •. ' ' • •• NO;', SD29,-29~7 DATE RECD. __ ~ ____ ~~~~~ ____ ~ TESTED BY~ __ ~~ ______ ~ ____ ~~~ TOTAL WT. CALCULATED. BY " . ~ ~ ,FRAME NUMBER A B C D E SIEVE , WEIGHT As.RcD. As ,US~D . SIZE RETAINED %R %P %P #1 #2 COMPACTOR' PRESSURE. P.S.I. ., 4" ~ -: . SAND MOISTURE ORIG. DRY 3" , 2" CLAY WATER ADDEO. ML. (TOTAL) lW' S. E. MOIST.. @' • COMPACTION -% t" AVG. S. E. %" ¥2'" BATCH WTS • • 1200t;:i GROSS WT'. (SAMPLE + MOLD) %" .. #4 1": % TARE WT. '(MOI.,D) #8 ' , 3-4" • %" WET WEIGHT OF BRIQUETTE.GMS. #16 %11'. #4 ', .. #30 , HEIGHT OF BRIQUETTE.INCHES #50 PASS #4 DENS,lTY. LB. PER CU. 'FT. #100 TOTAL. #200 CUMULATIVE WEIGHT 'STABILOMETER PH AT 2000 LBS TURNS DISPLACEMENT 1" . 3-4" 'R. VALUE %~. " %" , WT. OF SAMPLE %TOT~~ %" .. #4 EXUDATION PRES!?URE. POUNDS #4 #8, ' . PASS #4 EXUDATION PRESSURE. P.S.I. #16 T. 'I. (ASSUMED) = STAB. THICK.FEET \1/ , #30 ::l By EXUD. = .J #50 .0( EXPANSION PRESSURE > #100 ~ BY' EX'PAN. = EXPAN. PRESS THICK. FEET #200 AT EQl,lIL. = " EXPANSION PRESSURE CHART EXUDATION PRESSURE CHART' ,' .. ': .... 1'1; ... -~ .. , . #3 , , , , . ' . TESTING ENGINEERS, INCORPORATED OAKLAND SANTA CLARA 1:0S ANGELES SAN DIEGO 3467 KURTZ ST •• P.O. SOX 80985. 'SAN DIEGO. CA 92138' (714)~tefi. 225-:9641 L.ABORATORY NUMBER SD29-2928 DATE September 9, 1974 -- JOB DATA: File 1/:534 SAMPLE DATAl Benton ~ngineering; Spanish Village Unit 1', $lN 2. Submitted to the Spanish Village Unit 1 laboratory. Benton Engineer~ng, Inc. 6717 Convoy Court San Diego, Calif. GRADING ANAL.YSIS SIEVE PERCENT PASSING SIZE As RCVD. As USED 4~' 3" 2" 1" 3/.1" '¥.z" %" " #4 #8 :11=16 :11=30, " #50 ' , #100, ,#200 ' REMARKS: '~ Benton Engineering, Inc. , ~(ATTACHMENT),' 92111 COMPACTOR PRESS. P.S.I. MOIST @ COMPACTION. % DENSITY. #/CU. FT. R.VALUE • STABILOMETER EXUD. PRESSURE. P,S.I. STAB. THICK. FEET EXPAN. PRESS. THICK.FEt=:T T.I. (ASSUMED) = lIJ z::> 8Y,STAB. @ 300 P.,s.l. Exuo. = C).J -< 13> 8y EXPANSION PRESSURE = o· 0: AT EQUILIBRIUM = SAND EQUIVALENT = DURABIL.ITY (COARSE) = DURABIL.ITY ' (FIN~) = , ' A 350 14.9 110.3 54 300 0.68 0.20 4 • .5 54 ' 66 .54 ' , R • VALUE DATA 8 C b E 350, 145 14 .. 0 17.5 110.2 106.( 73 17 800 150 0.40, 1'10 0.70 0.07 -, . ' . ' , ' .. . - L.IQUID L.IMIT = - -, ' PIJ,S't:IC L.IMIT = , P. I. . ..,. .. : ." . ", . THC:IiC -=---I-/.'..Ji.-~'--I14!~z.;----~'1F;:;"1=28:-::8=Z:"'-------""-"""-' ",I i , .' SAMPLE DES~RIPTION TOTAL. WT. " . FRAME NUMBER A 8 C D E SIEVE, , WEIGHT SIZE' R'ETAINED COMPACTOR PRESSURE. P.S.I. 4" MOISTURE ORIG. DRY 3" 2" WATER ADDED. ML (TOTAL) 1%" , MOIST. @ • COMPACTION. % 1" 3A" %" GROSS WT. (SAMPLE + MOLD) %" #4 TARE' WT.' (Mot.;O) #8 WET WEIGHT OF 8RIQUETTE.GMS. #16 #30 HEIGHT OF 8RIQUETTE.INCHES #50 DENSITY. LB. PER CU. FT. #100 #200 STABILOMETER PH AT 2000 LBS TURNS DISPLACEMENT 'R. VALUE WT. OF SAMPL.E E;X:UOATION PRESSURE. POUNDS #4 EXUOATIPN PRESSURE. P.S.1. #8 #16 STAB. THICK.FEET #30 EXPANSION PRESSURE #50 , , #100 EXPAN. PRESS THICK.FEET #200 EXPANSION ~RESSURE CHART _VALUE No. ' .;., , B. !'IO. SD:W-292'S %~ DAtE RECD., --' ___ -'-_-:-_-..,.. ____ ____ TESTED 8Y~~_~ ___ ~------- CALCULA:TIOD 8Y As RCD. As USED %P %P - .. . ' .. %TOTA~ , .. #1 #2 SAND CL,AY S.E. AVG. S. E. . BATCH WTS • . 1200G 1". % 3A" ~ %" %" . #4 -PASS #4 " TOTAL CUMULATIVE WEIGHT 1" . 3A" - '%"," %,i %" " #4' PASS #4 T. t ,,(ASSUMED) '" ::J .J 8y Exuo. = 0( '-,~, '8Y' E:XPJ\N" = ,0:: AT EQUIL. - = W ;), oJ ~ > ci: .#~ .. ' . ' " , TE~TING ENGINEERS, INCORPORATED 3467 KURTZ ST •• P.O. BOX 80985. SAN DIEGO. CA '921.38 (714l}2r2"1'1'S5" , . ' 22b~9641 1 i •. - ',.' ,·\KLAND SANTA CLARA LOS ANGELES SAN DIEGO LABORATORY NUMBER SD29-2929' DATE September' 9, i974 " . . . . JOB DATA: ,File 1r534 SAMPI..E DATA: ,Benton Engineering, Sp.;mis'h Viilage Un'it 1, SiN 3. S,ubmitted to the Sp~nish Village Unit 1, laboratory. " Benton Engineering, Inc. 6717 Convoy Court ' " San Diego, Calif. 92111 ~, • VAI..UE DATA C ." p E GRADING ANALYSIS A B SIEVE PERCENT PASSING COMPACTOR PRESS. P.S,I. SIZE As RCVD. As USED " ,300 350 350 MOIST @ COMPACTION % 15.4. 14.5 13.7 4" -- DENSITY. #/Cu. FT. 109.6 ,1100 8' 111.9 3'" . . R.vALUE • STABILOMETER 2" 34 ,60 76, -,.- EXUD. PRESSURE. P.S,I. 210 370 650 , 1" STAB. THICK. FEET . ~: 0.58 ,,0 ,~5 " ~" 0.96 , , EXPAN. PRESS. THICK.F,EET .o'io 0.20 0.37 *" T.I. (ASSUMED) 4 • .5 , " %" -': . III By STAB. @ '300.P.S.t EXUD. = 52 Z:J , ' ; Cl..l " '#4 -< gj> By J;:XPANSION PRESSURE = 76 c· 0:: #8 .. " , AT EQUILIBRIUM = 52 " . . , #16 SAND EQUIVALENT = #30 . , ' DURABIl..ITY (COARSE) = LIQUID L.IMIT = ,#50 . DURABILITY (FINE) -, PLASTIC; 'LIMIT -. , #100 " P. I. = : #200 , , .. . " REMARKS; " ;.' , " . ' ~ Benton Engineering, Inc. " " ' , , (ATTACHMENT) , , ' , " , : " " TESTING ENGINEER/)C., " " " , ' ~p / '&:om. ~",.',. ' ' " : , ' .. , , , " , , ' ',. f chapmaK, R.E. #i4882 THC:nc " T.H. .-" , " " " .' , I , I I i "I I . , ", ~ '-", SA-MPLE '.' ALuE No.' : '. NO. , Sl?29-2929 DATE RECD. ~ ______ ~ ____ ~ ______ __ -I '( TESTED By .-..., ___ =--->-~ ___ .,.-___ -,-__ _ TOTAL WT. CALCULATED By , , ' . . ' FRAME NUMBER A B C D E SIEVE WEIGHT As, Reo. As USED SiZE RETAINED: %R %P %P #1 #2 #3 COMPACTOR F'REssuRE ' P.S.J. 4" SAND . MOISTURE ORIG. DRY 3" 2" C,LAY WATER ADDED. ML (TOTAL) ; 11h" S. E. -I MOIST. @ , COMPACTION, % 1" AVG. S. E. " 3,4" 72" BATCH WT'$'. ' 1200 G " GROSS WT. (SAMPLE + MOLD) %" 1". % #4 TARE WT.' (MOL,D) #8 .,%", %" , " WET WEIGHT' OF BRIQUETTE.GMS. #16 %" .#4 , #30 HEIGHT OF BRIQUETTE.INCHES #50 PASS '#4 DENSITY" LB. F'ER CU. FT. #100 ' ' TOTAL " ' #200 STABILOMETER PH AT 2000 LBS I CUMULATIVE WEIGHT . , TURNS DISPLACEMENT I 1'" • %" , R, VALUE %", ~" " WT. OF SAMPLE: % TOi'AL......,-- EXUDATION PRESSURE, POUNDS %". #4 #4 '" , PASS #4 EXUDATION PRESSURE, P.S:I. #8 #16 ,T.,:!. (ASSUMED), STAB. THICK,FEET .. 111 #30 :::> r EXPANSION ..I By EXUD. = PRESSURE #50 « .. > BY' EXPAN. = #10Q Ii EXPAN. F'RESS THicK.FEET #200 AT EQUI,L. - EXI,JDATION PRESSURg CHART TESTING. ENGINEERS, INCORPORATED 3467 KURTZ ST •• ·P.O. BOX 80985. SAN DIEGO. CA 92138 2"25~9B4i. OAKLAND 'SANTA CLARA lOS ANGELES SAN DIEGO· LABORATORY NUMBER SD29-2930 DATE September 9; 1974 ! JOB DATA: File 11534 SAMP1.E DATA: Benton Engineering, 'Spanish , , Village Unit 1,' SiN 4. Submitted " Spanish Village Unit 1 laboratory. : \ , ! I Benton Engineering, Inc. t i 6717 Convoy Court I I San Diego, Calif. 92111 I . R'. VA1.0E' OATA GRADING ANALYSIS C " 0 A ,B SIEVE SIZE 4" 3" 2" 1" %" %", %" #4 #8 #16 #30 #50 #100 ,,#200 PERCENT PASSING As RcvD. As USED .. .. '. '~) Benton Engineering; Inc. . "(ATTACHMENT) COMPACTOR PRESS • P.S.I. MOIST @ COMPACTION • % DENSITY. #/Cu. FT. R.VALUE • STABI1.0METER EXUD • PRESSURE. P.S.I. . ", STAB. THICK. FEET 'EXPAN. PRESS. THICK.FEET' . , T.I. (ASSUMED) = w By.sTAB. @ 300 P.S.I. EXUD. ,;. Z:J C)..J -< l!l> o· By EXPANSION PRESSURE = 0: - AT EQUI1.IBRIUM .= SAND EQUIVA1.ENT == DURABI1.ITY (COARSE). = .' DURABI1.ITY (FINE) = . > 225 '350 350 18.6 16.8 15.0 . 104.6 106.4' 107.4 23 54 75, , , : 100 150 320' '-ro-' .. , ---0.67 0.36 " ---0.10, 0.60 ' . .' 4.5 ,.! ," : " , 74 -, 69 6·9 . " LIQUID LIMIT - " P1.ASTIC LIMIT = P. I. , " 'X.H. ChapmantR.E. :{ft1288i to th~ E ' . .. - " '. " ., " , , " : , ' S~.M PL.E DES<;:RIPTION BentOjj.gi~eering[H,o-I .... n...,c ......... ______ _ ..... Sp8J:ish Village Unit 1. sl • . • ... LUE No. . • NO. SD29-2930 , . FRAME NUMBER A B C D E COMPACTOR PRESSURE. P.S.I. MOISTURE ORIG. DRY WATER ADDED. ML. (TOT ... L) . , MOIST. @ • COMPACTION. % GROSS WT. (SAMPLE + MOLD) TARE WT.· (MOL,D) WET WEIGHT OF BRIQUETTE.GMS. HEIGHT OF BRIQUETTE.INCHES DENSITY. L.B. PER Cu. FT. STABILOMETER PH AT 2000 L.BS TURNS DISPLACEMENT R. VALUE EXUDATioN PRESSURE. POUNDS EXUDATION PRESSURE. P.S.I. STAB. THICK.FEET EXPANSION PRESSURE EXPAN. PRESS THICK.FEET DATE RECD.' __ _'__-----'-;.---........,.- TESTED By _".---'-........,.---.,.-____ _ TOTAL WT. ' . CAL.CUL:ATED ·By SIEVE . WEIGHT As RCD. A.s USED SIZE RETAINED %R %P %P #1 #2. 4" S ... ND 3" 2" CL~Y .. 1~" S. E • 1" AVG, S. E. %," ~" . BATCH WTS • . 1200"G %" 1". % #4 #8 3,,4" ~ %" #16 %". #4 #30 #50 PASS #4 #100 TOTAL .. #200 CUMULATIVE WEIGHT 1" -. %" 3,,4". %" '. WT. OF SAMPLE % TOT ... '---%". #4 #4 #8 PAS,S #4 #16 T.'1. (ASSUMED) = W #30 ::l .J By EX\JD. = #50. « #100 >: By ·EXPAN. = .0:: #200 AT EQUIL. -:- EXUDA TION PRESSURE CHART eOrO~~7~0~0~~6~0~0~~5700~~4~0~0~~3~00r-~~20;0~.~_t~0~0~~~tOO ·ool~~~r.-~~~~~-+~~~~~~~~~~~~I 70 70 ~(:; ft f:; i~:! !;:: ;~i;IU Ill! i!~: :!;;~:~~!i iii! i;~; l~~~ 60 :~:~ :~~. :: U :::: ;::: ;::. i:;! ;:;: :;;; ~:i: ;;;;:\ :::: ;;:; ;;;;i 60 50 .i~lj> ~ij; r:: iii; iT )1.:1 1,1;; tm ;;.:~ Tl m:, ;;ji,1~; ::;[ mr 50 ~. 40 :;1;; m; ;;;l j;1~;C ;]il 1!;; r:ii!;;: Ui ~:jJ ,Ii iii: .;.;\ ;~~f':~~( "40-~ 30 .m::: im m.l Ii;,! {ill Wi .f!i! :1;; ~jil til iW in: !!ii 1:J; ]))1 Wi; 30 " 1~; l~ ~1 Ii Ii ':ii [j' 1:1: I.,I: :,'; I:; ~:, ~"" l~;li~ ;,;: ~ " to ,,, to ;:-1 lun :i1~ :~~~ ~H~ 'fin ~1::i~:~~ in: :n~ j-);; i~i-; :~n ;r11i~l i:j~· o .' ... ~:::' :!!i i!:! !i:ij!i! <!lng!n! iiiU~jj '!-rii·l;~l ::;f !1!) !L!· 0 600 700 600 !l00 400 3M " (f0; ~ #3 .. . i " " " I 11 I, ;1 l I I I ! I ! 1 , , I Q5~ . . 1 ~ .. ~~IDJ;;l.a ,.. ... ' '. TESTING. ENGINEERS, INCORPORATED 3467 kURTZ ST .. P.O. BOX 80985. SAN DIEGO. CA 921.38' (714) 22;!.'H86 225-9641 OAKlA;'tiJ . SANTA CLARA LOS ANGELES SAN DIEGO I..ABORATORY NUMBER SD29-2931 DATE September 9, 1974 JOB DATA: File 1fo.534 SAMPLE DATA Benton Engin~ering, Spanish , Village Unit 1. SiN 5. Submitted to the Spanish Village Unit 1 laboratory. Benton Engineering, Inc. 6717 Convoy Court San Diego, Calif. 92111 I -R • VALUE DATA GRADING ANAl.. YSIS A B C D it .sIE·YE PERCENT PASSING COMPACTOR PRESS • P.S.I. 350 350 350 SIZE As RCYD. As USED MOIST @ COMPACTION • % 4" 14~3 16 0 1'1.2 ~ DENSITY. #/Cu. FT. 107.7 106.4 . 107.3 3" . R.VAI...UE • STABILOMETER . 73 68 ;;q 2" .. EXUD. PRESSURE. P.S.1. i" 800 lBO "~?n .. STAB. THICK. FEET %" o 3R . n.ls.R· nl..C; . EXPAN. PRESS. THICK.FEET *" .0:67 . 0.20 (}?7 .T.!. (ASSUMED) = %,j 4.5 . - w By.sTAB. @ 300 P.S.I. EXUD. = .. Z:l Cl.J 69 #.4 -« 81> By EXPANSION PRESSURE = o· ,. Il: 72 #8 AT EQUILIBRIUM = #16 .. 69 '. SAND EQUIVALENT = \ #30 DURABILITY (COARSE) = I..IQUID L.IMIT = #50 : DURABILITY (FINE) = PI...ASTIC L.I!,\IT = #100 . ' P. I. -. #200 '. REMARKS: X~)Benton Engineering, Inc. "-.(ATTACEMENT) . THC:nc. 1;12882. . ·1 Inc. SAMPLE DESC;:RIPTION _---'=-===.:, Spanish Villag~e~U~n=i~t_'l~,~~~~ ____ ,~ ________ ~ ______ ___ .. • ALUE No. '- • NO. SD29~2931 DATE RECD. _____ ~-~-----__ -~ " TESTED By __ ~ ____ ~ ___ ~ ______ ~_ TOTAL WT. CALCULATED By -, -- FRAME ~UMaER A B C D E SIEVE , WEIGHT As'RcD. As USED . SIZE RETAINED ,%R %P %P • #1 #2 #3 COMPACTOR PRESSURE. -, P.S.I. -4" -SAND MOISTURE ORIG. DRY 3" -, ' ., 2" CL~Y -. WATER ADDEO. ML (TOTAL) 1¥.z" !:;l. E. MOIST. @ • COMPACTION· % 1" AVG. S. E. = 3A" ¥.z" BATCH WTS •• 1200G GROSS WT. (SAMPLE + MOLD) %" #4 1".3A . ,- TARE WT. ,'(MOL,D) #8 :!IAI' • %" WET WEIGHT OF BRIQUETTE.GMS. #16 %". #4 HEIGHT OF BRIQUETTE. INCHES #30 PASS #4.1_ #50 -.. DENSITY. LB. PER CU. FT. #100 TOTAL . -" #200 -" STABILOMETER PH AT 2000 Las CUMULATIVE WEIGHT TURNS DiSpLACEMENT 1" . %" R. VALUE %".%'~ WT. OF SAMPLE % TOTA'----,-%". #4 EXUDATION PRESSURE. POUNDS #4 PASS #4 EXUDATION PRESSURE. P.S.I. #8 #16 T, 'I. (ASSUMED) = STAB. THICK.FEET #30 111 ,::l ..I BY·EXUQ. = EXPANSION PRESSURE #50 .~ #100 .~ By'EXPAN. = EXPAN. PRESS THICK.FEET #200 AT EQUIL. EXPANSION PRESSURE CHART EXUDATION PRESS.URE CHART 800 700 600 500 400 .:-;::: :i':~: ',,~ :::: '::'~ :::: ~::: :::: :::" .::: :::: :::: ~;,: eo I'"':',~~:c.,':'::_~:_;"'""",~;:\:-:-;~; -i-:i ;+i !:+.~; i~i i+;'i-: :;":,~;~i i:"'; l-i-i;';·;.;·,;.J; f:.i;;';'· i~i ~i;~i !* ... :i.;.,; ;+;:.:.;:.:.~: ;+:;.;.,; ~:,:,;j.;.;;';i ;.;.1; ~i i:':" i~·:;' 60 eo ;::: ::. :~l; i=:: :::X ~f:; ;~n U~: ~.~:' ~n~ ~rJ ~~r :~~. :~~~ ;!:~ }~i-!! ~o .~ .~n~ ;~:~ n~:' ~;_':: ~;r: ;.~~~ :~~1 ~:1: ~~g ::.:; ·~:i ~~~: ~r~; ~~:: .~:; ,:~!. ~ > .'q: ...... • < : ."~ Q::;"'J ~ TESTING ENGINEERS/INCORPORATED OAKLAND SANTA CLARA LOS. ANGELES SAN' DIEGO '. ..~ { ~-'~.!" .. -" ,,,,.,..' 3467 KURTZ ST •• P.O. SOX 80985. SAN DIEGO. CA 921.38 (714) 22Z111fS LABORATORY NUMBER SD29-2932· JO!" DATA: p'ile 11534 Spanish Village Unit 1 Benton Engineering, Inc. 6717 Convoy Court San Diego, Calif. 92111 GRADING ANALYSIS SIEVE PERCENT PASSING COMPACTOR PRESS. P.S.I. SIZE As RCVD. As USED MOIST @ COMPACTION • % 4" DENSITY. #/Cu. FT. 3" R.vALUE . STABILOMETER 2" EXUD. PRESSURE. P.S.I. 1" STAB. THICK. FEET %" EXPAN. PRESS. THICK.FEET *" T. I. (ASSUMED) = %" 225-9641 DATE September 9, 1974 SAMPLE DATMBenton Engineering, Spanish Village Unit 1, SiN 6. Subinitt'ed to the laboratory. , .. -R. VALUE.DATA A B C D E 305 350 350 . 16.2 14.4 13.6 109.9 ' . 112 •. = 112.2. . .' 28 59 75 180 260 ,?OO , 1.03 0.60 0.34' 0.07 0.60. 1.07 4.5 .~ , '. " #4 z ~ By ,STAB.' @ 300 P.S.I. EXUD.;::; 64 ~~ I--------------~~~--~~~~~--------~---------------------gj> il':8 #16 #30 : , #50 i , r #100 I #200 : REMARKS: l i , I ! I: ' I, I' i . (1) Be~ton Engineering, Inc. '\, (ATTACHMENT) , XHC:nc ,,' 00: BY EXPANSION PRESSURE = 58 ... , AT EQUILIBRIUM = 58 SAND EQUIVALENT = DURABILITY (COARSE) = LIQUID· LIMIT = DURABILITY (FINE) = PLASTIC LIMIT == 'P. I. . = "I S~MPLE DESCRIPTION Bento.gineering • Inc. ':S~~ Unit 1, SIN 6. • ALUE No. o' N,O. SD29~2932 DATE R~CD. ~ __ ~~ ________ ~~ __ ~ TESTED BY ______ ~--~ __________ --_ TOTAL yVT. ',' CALcULATED By . FRAME NUMBER A B C D E SIEVE , WEIGHT ' As RCD. As USED SIZE RETAINED %R %P %P #1 #2 #3 COMPACTOR PRESSURE. P.S.I. 4" S'AND MOISTURE ORIG. DRY 3" , , 2" CLAY WATER ADDED. ML (TOTAL) 1;.2" , , S. E. MOIST. @ • COMPACTION· % 1" AVG. S.E. - 3,4" Ihi• BATCH wts . • 1200 G .. -- GROSS,WT. (SAMPLE + MOLD) %" .. .. f".3,4 #4 TARE WT. '(100",0)' #8 %". %," ' , WET WEIGHTOFBRIQUETTE.GMS. #16 %". #4 HEIGHT OF BRIQUETTE.INCHES #30 #50 PASS #4 DENSITY. LI3. PER CU. FT. #100 TOTAL #200 CUMULATIVE WEIGHT STABILOMETER PH AT 2000 LBS TURNS DISPLACEMENT 1" . 3,4" R. VALUE 3,4" • %" .. WT. OF SAMP.LE ,%TOTA~ %'" ',,#4 EXUDATION PRESSURE. POUNDS #4 PASS #4 EXUDATION PRESSURE. P.S.I. #8 #16 ' t. '/. ,(ASSUMED), = STAB. THICK.FEET 'II! - #30 :l 'BY EXUD. ::; ..J #50 <, EXPANSION PRESSURE > #100 0: By'ExPA'N. = - EXPAN. PRESS THICK.FEET #200 'AT EQUIL. -::- EXPANSION PRESSURE CHART EXUOA TION PRESSURE CI;IART 0.2 0.4 0.6 0.8 1.0 1.2 1.4 1.6 1.8 2 !: 800 700 600 !l00 .\00 300 200 11.'0 , , i \S~ ~ __ I~ -'.0 .. ~~ , , " " ~ '. -.'''' "t-: .,1" , " -' • • TESTING ENGINEERS, INCORPORATED 3467 KURTZ ST •• P.O. BOX 60965. SAN DIEGO. CA 92136 OAKlAND SANTA CLARA LOS ANGELES SAN DIEGO' L.ABORATORY NUMBER SD29-2933 DATE September 9, 1974 JOB DATA: File 1fo534 SAMPL.E DATA: Benton Engineering,; 'Spanish Village Unit 1, SiN 7. S~bmi,t·ted to the Spanish Village Unit 1 laboratory. Benton Engineering, Inc. 6717 Convoy Court San Diego, Calif. 92111 .. R • VAL.liE DATA GRADING ANAL.YSIS A B C D It .. " SIEVE PERCENT PASSING COMPACTOR P~ESS • P.S.I. 350. ,350. 350. SIZE, As RCVD. As USED MOIST @ COMPACTION • % 13.6 15.4 14.5 4" DENSITY. #/CU. FT. 111.0., 109.2, 10.9.3 ,3" R.VAL.UE • STABIL.OMETER 78 62 72 2" EXUD. PRESSURE. P.S.I. 80.0. ,lID 180. 1" STAB. THICK. FEET 0..32 0..55 0..40. %" EXPAN. PRESS. THICK.FEET 0..80. 0..0.3 0..27 .. .. ¥.z" T. I. (ASSUMED) 4.5 " , ' %" III By.sTAB. @ 300 P.S.I. EXUD. = Z::J 78: #4 C).J , , -0{ 13> By EXPANSION PRESSURE = Q' 75 0: #6 .. " AT EQUIL.IBRIUM = 75 ' , . . #16 SAND EQUIVAL.ENT = #30 DURABIL.ITY (COARSE) = L.IQUID, l.IMIT ,= #50 DURABIL.ITY (FINE) = PL.ASTIC LIMiT = #100 ' . " P. /,' ..... ,#200 .. , . .. , , ' ~EMARKS: " .. ; .. . , ~,Benton Engine'ering, Inc. " " " (ATl'ACHMENT) " " :... " TESTING ENGI~EER4 ' , " )1 d1olh,,_ : , " , " BY :-,-, ' , .. .. - " '. ' . " 'X.,H., ChapmanV' R~E. 1Fl2882 ," . , , '[lIG:: nc , ' " ',~.,1..~:_ . .. ~ I i , I ~ -> "-, '~~MPLE DES9RIPTION __ ---'L. e Sl'a~sh Village Unit 1, . .' ' FRAME NUMBER A . ' COMPACTOR PRESSURE. P.S.I. MOISTURE ORIG. WATER ADDED. ML (TOTAL) MOIST. @ • COMPACTION. % GROSS WT. ·(SAMPLE + MOLD) TARE WT.' (MOI.;D) WET WEIGHT ,OF BRIQUETTE.GMS. HEIGHT OF BRIQUETTE.INCHES DENSITY. LB. PER CU. FT. 5TABILOMETER PH AT 2000 LBS TURNS DISPLACEMENT R. VALUE :EXUDATION PRESSURE. POUNDS EXUDATION PRESSURE. P.S.I. , . STAB. THICK. FEET EXPANSION PRESSURE EXPAN. PRESS THICK.FEET B C D E DRY Inc. \ \ \ VALUE No. ___________ ~ __ ~~ NO. SP29,:,,2933 DATE RECD. ~~_~~~ __ ~ __ ~ ___ TESTED By ____ ~------.,..,----_-- TOTAL WT. CALCUl:ATED ,BY SIEVE WEIGHT As R.CD • As' USED SIZE RETAINED %R %P %I? #1 #2 4" " SAND ; 3" 2" .CLAY,' 1¥.!" S. 'E.' 1 !' AVG. S. E. %" lh" BATCH WTS • • :1200 G .' %'; #4 1".3,4 #8 3.1.4". %" #1"6 'Mi". #4 #30 PASS #4 #50 #100 TOTAL #200 ,CUMULATIVE WEIGHT 111 . 3.1.4" 3,4". %,j WT. OF SAMPLE % TOi'~~ %"-. #4 #4 PASS #4 #8 #16 T~'I. (ASSUMED) = ' , ·W #30 ':l .J By EXUD. ;::: #50 « >. By'ExPAN. == #100 ~ ,. #200 Ar EQUIL. - EXUDATION PRESSURE CHART 800 700' 600 soo .400 300. zoo '00 '00 :J ,~ :=i . .:'i! !:,:I' ; iii!k: ii!'I'::-i!i! ~T !.)! : ' .. ;i!J::;:l 90 70 :::: :::: .:: j U; ~ !j;~P' eo '.0 " • • ••••• 0_ ................... .0-.... _ '0 • so i~~: i~~'i ~;~; :::;~i~; r~~, i!~l !~;; ;;;~ :;.!1 :!~!, ~.~!~ Ui,·;W:~.t tm: ~o ~ > , a: #3 .' , ' " TESTING ENGINEERS, INCORPORATED' OAKLAND SANTA ClARA LOS ANGELES SAN-DIEGO, 3467 KURTZ ST •• P.O. 'SOX 80985. SAN DIEGO. CA 92138' LABORATORY !'lUMBER SD29-2934, DATE JOB DATA: File 4fo534 SAMP1.E DATA: Village Unit Spanish Village Unit' "l laboratory. Benton Engineering; Inc. 6717 Convoy Court San Diego, Calif. 92111 GRADING ANALYSIS A SIEVE PERCENT PASSING COMPACTOR PRESS. P.S.I. 350 ,SIZE As RCVD. As USED MOIST @ COMPACTION. '% 13.7 4" DENSITY. #/CU. FT. l11.5 3" R.VA1.UE • STABILOMETER 79 2" EXUD. PRESSURE. P.S.1. 360 ' 1" STAB. THICK. FEET %-" --- EXPAN. PRESS. THICK.FEET 0.67 :liz" T.I. (ASSUMED) = , .4 .. 5 %" w By.sTAB. @ 300 P.S.I. EXUD. = 77 Z:J #4' C).J -< :3> °li SY EXPANSION PRESSURE = 72 .. #8 AT EQUILIBRIUM =" 72 #16 SAND EQUIVALENT = #30 DURABI1.ITY (COARSE) = #50 DURABILITY (FINE) = '#100 '#200 REMARKS: .' , . ~1) Benton Engineeri~g, Inc. '\, (ATTACHMENT) " . ' (714) 2'2'~a8.5 225-·9641 ~eptember 9, 1974 Benton Engineering~ Spanis'h 1, .S/N 8. Submitted to the " R '. -VA1.UE PATA B C D E 325 350 .15.4 14.6 _ 109.2 ' 109.5 ,- 47 65 150 180 -----,-, .. 0.13 ----' ,- .' . ' ,- LIQUID LiMIT == PLASTIC LIMIT = " P. I., ::: .' '. 1Fl2882 -, .:) - : ,S1\MPLE DESCRIPTION _==:..: Inc. VALUE No. __ ' __ SD29.,.2934 NO._~ __ ~~ __ ~ ____ ~ __ ~ DATE RECD. ________ ~--__ --------__ TESTED By ___ --~--------~~--~~ T OTAL T. C ALCULATED By FRAME NUMBER A B C D E SIEVE . WEIGHT As RCD. As USED #1 #2 #3 . SIZE RETAINED %R %P %P COMPACTOR PRESSURE. P.S.I. 4" ~AND 3" MOISTURE ORIG. DRY 2" CI.AY WATER ADDEO. ML (TOTAl.) 1%" s. E. MOIST. @ • COMPACTION -% 1" AVG.S. E. 3A" '- 112" BATCH WTS •• 1200G GROSS WT. (SAMPI.E + MOI.D) %" 1" • 3A #4 TARE WT •. (MOL,D) #8 3A"· %" WET WEIGHT OF BRIQUETTE.GMS. #16 .. %'_'. #4 #30 PASS #4 HEIGHT OF E!RIQUETTE.INCHES #50 -'. DENSITY. Le, PER CU. FT. #100 TOTAL ---#200 STABII.OMETER PH AT 2000 Les CUMUI.A·TIVE WEIGH.T TU,RNS DISPLACEMENT 1" • %" R • VAI.UE 3,4';: %" WT. OF SAMPI.E: % TOTAL..,..-%". #4 EXUDATION PRESSURE. POUNDS #4 PASS #4 EXUDATION PRESSURE. P.S.I. #8 . - #16 T, 1. (ASSUMED) -. STAB. THICK.FEET W #30 ::l ..J By EXUD. = I , EXPANSION PRESSURE #50 < > By ·EXPAN. = #100 .. ti' I' EXPAN. PRESS THICK.FEET #200 AT EQUIL,. -,I, EXPANSION PRESSURE CHART r II 11 !I \I II " II II II EXUOA TION PRESSURE CHART 800 700 600 ,_ SOO 400 ,300 200. 100 100 :: __ ,r::~j~ ~g ~;:i; joE !::i,ii::!i!.1 i~~:: . . . . . . ..... .. .. . '... . ,". ..... .. . ... ~ . ... : .... ,II II 1,1 11 \I \I II w il :l / oJ " -< }! > II 0: II !! " I, I, f I .-:_t: ,,, . • TESTING ENGINEERS, INCORPORATED 3467 KURTZ ST •• , P.O. BOX 60965. 'SAN DIEGO., CA 92138' (714)-22z...M~ 225-9641 OAKLAND . SANTA CLARA LOS ANGELJ:S SAN ,DIEGO', LABORATORY NUMBER SD29-2935 DATE, September 9, 1974 JO'B DATA: File ://:534 SAMPLE DATA: Befltbn Engineering, Spanish Village Unit 1, SiN 9. S\,lbtnitted, to the Spanish Village Unit '1 laboratory. Benton Engineering, Inc. 6717 Convoy Court San Diego, Ca1if~ 92111 R • VAL:UE, 'DATA GRADING ANAL. YSIS A 8 C 0 E' SIEVE PERCENT PASSING COMPACTOR PRESS. P.S.I. 3'50. 3-50. 350. SIZE As RCVD. As USED MOIST @ COMPACTION. % 14.1 14.9,' 13.2 ,4" DENSITY. #/Cu. FT. 110..5 ,1i1.2 112.5 3" R·VAL.UE. STABILOMETER 47 79, 2" 73 ' , , EXUD. PRESSURE .P.S.I. 1" 30.0. 180. 540. STAB. THICK. FEET 0..30. %" 0..39 --- EXPAN. PRESS. THICK.FEET *" 0..10. ---0..8'=\,' , " ....... T. J. (ASSUMED) , 4.5 " %" w 8Y .5TAB.@ 300 P.S.I. EXUD. = , Z::J ,~4 Cl..! ' , 73 ' ' -« gj> 8Y EXPANSION PRESSURE = c· .. n: ,75 #8 AT EQUILIBRIUM = #16 73 SAND EQUIVALENT = #30 ' , , ' ' , DURA!3ILITY (COARSE) = LIQUI'O LIMIT = #50 , , DURABILITY .(FINE) = PL.ASTIC LIMIT = ·~1oo , ' " • i!.~ : ..... " ' . P. I. ;:: #200 , REMARKS: ' '. , , (~) ,Benton Engineering, \ (ATTACHMENT) .' Inc. l'HC:nc' 4/:12882 , , " ,J • :SfMPLE DES.CRIPTION __ ~ Spanish Village Unit A COMPAc;:-rOR PRESSURE. P.S.1. MOISTURE' ORIG. WATER ADDED. ML (TOTAl.) +-MOIST. @.·COMPACTION. % GROSS WT. (SAMPl.E + MOl.D) TARE WT. ' (MOL,D) WET WEIGHT' OF BRIQUETTE.GMS. HEIGHT OF BRIQUETTE.INCHES ~ DENSITY. LB. PER Cu. FT. STABILOMETER PH AT 2000 LBS TURNS' DISPLACEMENT ~ R.VALUE EXUDATION PRESSURE. POUNDS B C D ·E DRY • VAl.UE No. __ '--___ --' ___ -'-""'- SD.29-2935 DATE RECD. _______ ~_-__ ~-- TESTED By __ "'--...-'-___________ _ TOTAl. w.T. CAl.CUl.ATED By SIEVE SIZE WEIGHT 'AS RCD. As USED #1 #2 4" 3" 2" 1;2" 1" %" ;2" %" #4 #8 #16 #30 #50 #100 #20()' RETAINED%R '%P' %P WT. OF SAMPLE % TOTA~ SAND Cl.AY S. E. Aver.. S. E. BATCH WTS. ~ 1,200 G %" . #4 PASS #4 TOTAl. CUMUl.ATIVE ,WltlGHT %". %" %". #4 #8 PASS ,#4 ~ EXUDATION' PRESSURE. P.S.1. _~ 1_#_1_6~'-+ __ -,-_+_-I-'-_~,-l-_,----,_: ...• ' -r.'·I. (ASSUMED) ...-STAB. THICK.FEET #305, , ' r---------------------------t-----4-----i-----+---~~---I-=~~~~--~~--~------~-----~11 ~ By EXUD. = EXPANSioN PRESSURE #50 « 1--,'-------..,.--""----1 L-______ ~ __________ ~ __ --~ __ +_--~--~---I-~~------~~--·~-+--~-II~ . . # 100 n: By ExI'AN. = -.!Ih.. E'XPAN.' PRESS THICK.FEET I---+-~---I--+----..,..-I-'------,,' I-~---,-----~-~----" ~' ____ ~ ________________ ~ ____ ~ ____ -L ____ L-__ _L ____ ~#~2=0~0~_------~-1--__ --1-~--'--lL~~A~T~,!E~Q~U~iL=.~ __ ~ __ ~ EXUDA TION PRESSURE CHART 700' 600, ~oc 40.0 30..0.. 200 to.o. tcc \ TESTING ENGiNEERS, INCORPORATED 3467 KURTZ ST •• P.O. BOX 80985. SAN DIEGO. CA 92138 OAKLAND SANTA CLARA, LOS ANGELES SAN DIEGO LABORATORY NUMBER SD29-2936 DATE, Septemper 10, 1974 JOB DATA: File 1/:534 SAMP1.E DATA: Benton :Engineering, Sp9.nish Village Un;it 1, SiN 10. Submitted to the laboratory. Spanish Village Unit 1 Benton Engineering, Inc. 6717 Convoy Court San Diego, Calif. 92111' GRADING ANALYSIS SIEVE SIZE 4" 3" 2" 1" %" ¥.l" %" .pERCENT As RCVD. PASSING As USED ,#4 z ~ By.sTAB. @ 300 P.S.I. EXUD. = .. I ~~ 1 ________________________ 7LL7~~~--------~--~~,~c,--~ __ ----~,~ 81> 00: By EXPANSION 'PRESSURE = #8 75 #16 AT EQUILIBRIUM = 75 SAND EQUIVALENT = #30 .. DURABI1.ITY (COARSE), = LIQUID LIMIT, DURABI1.ITY (FINE) = PLASTIC L1MIT #100 P. I. = REMARKS: ,. : \~r' :': ... ''';. ,' . <'lz Benton Engin.eeri~g" , ATTACHMENT) Inc. • :.~ ~ l ,,' "" " : 'THC:nc .. ,10( "~AMPLE DESCRIPTIO.N __ -=<; .... '- MOISTURE WATER ADDED. ML (TOTAL) ? MOIST. @. COMPACTION· % GROSS WT. (SAMPLE + MOLD) TAR~ WT.' (MOL.D) WET WEIGHT OF BRIQUETTE.GMS. HEIGHT OF BRIQUETTE. INCHES ~ DENSITY. LB. PER CU. FT. STABILOMETER PH AT 2000 LBS TURNS DISPLACEMENT ~ R.VALUE EXUDATI:ON PRESSURE. POUNDS ~ EXUDATION PRESSURE. P.S.I. ~ STAB. THI.CK.FEET , I EXPANSION PRESSURE, ~ EXPAN. PRESS THICK.FEET ORIG. ' DRY EXPANSION PRESSURE CHART VALUE No. ~,~ ______ ~ __ ~~ ____ _ NO. ,SD29-2936 SAND , AVG. S. E. BATCH WT!;' •• 1200 G 1". % ,PASS #4 TOTAL CU~ULATIVE: WEIGHT 1" • 3A" WT. OF SAMPLE, % TOTA~ %", #4 #4 PASS #4 #8, 1 'I 1 'I , 1 ,j, #16 T,. 'I. (ASSUMED) -J-~--~------~-+---+------~--------II w --__ ----~--_----~~I __ #_3_° __ +-_______ 1--1 __ --,_-+ ____ -'--11' 3 By EXUD. == #50 ..: I-.,-------------'--'-'-~I > By'EXPAN. = # 100 0: Ic,----~-....,.... __ ---.. I #200 o 000 ,AT EQUIL. - EXUDATION PRESSURE CHART :;' ;n'! n·:~ 11:i ~n~ nI~ ~Hf iiJJ iHJ HH ~ff; nf! ~,~1~ 'i~';~:-{~iL 0 700 600 500 "00 ,300 200' \'00 ' ... ~.F ' t 1 ~, .~. I" .'" • . I j:.. ;:0 TESTING. ENGINEERS, INCORPORATED· 3467 KURTZ ST •• P.O. 60X 80985. SAN DIEGO. CA 92138 (714) 2>22-1,,1.SS '225-9641 0AKLAh,_, SANTA CLARA ~OS ANGELES -SAN DIEGO LAB9RATORY NUMBER SD29-2937 DATE September 10, 1974 JOB DATA: File 1fo534 SAMP1.E DATA: :i3enton Engineering, Spanish Village Unit 1, SiN 11. Submitted to the Spanish Village Unit 1 laboratory. Benton Engineering, Inc. 6717 Convoy Court San Diego, Calif. 92111 R • VA1.UE DATA . . GRADING ANALYSIS A 6 .C 0 E SIEVE PERCENT PASSING COMPACTOR PRESS. P.S.I. 350 350 .350 .SIZE· As RCVD. As USED MOIST @ COMPACTION • % 14.7 13.8 14.3' 4" DENSITY. #/Cu. FT. 106.9 108.3· ' 107.2 3" R.VA1.UE • STABI1.0METER 75 78 76 2" EXUD. PRESSURE. P.S.I. ·150 380 260 1" STAB. THICK. FEET --'-------- %" EXPAN. PRESS. THICK. FEET 0.27 0.40 0.40 lAz" T. I. (ASSUMED) = --- %:' .. w 6y.STAB. @ 300 P.S.1. EXUD. = 77 Z:J #4 C).1 -< ~> 6Y EXPANSION PRESSURE = ----Q. 1 0: -. .. '#8 AT EQUI1.IBRIUM = 77 .. #16 . SAND EQUIVAi..ENT = '#30 DURABI1.·ITY (COARSE) LIQUID LIMIT = .. = ·"#50 . (FiNE) " PLASTIC LIMIT ::::: DURABI1.ITY = . #160 - .' P. I. = ::200 , ~EMARKS: .' . .-. ' '. , -, . .. . '. ~~ Benton Engineering, Inc. , , '. '. (ATTACHMENT) . - .. TESTINGEN~iEERt9C . . . . .. " : 6y635)/!~-Y;f)&\' , " THC:nc. . T.Ft •. Chapman,ht.E. 1fo12882 '. . . .. .- .' I . , : ~ S;MPLE DESCRIPTION __ B_e_n--,II Engineering, Inc. Spanish Village Unit 1, SiN 11. TOTAl. WT. .--. -,' FRAME NUMBER A B C b E SIEVE WEIGHT SIZE RETAINED, COMPACTOR PRESSURE. P.S.I. 4" MOISTURE ORIG. DRY, 3" 2" WATER ADDED. ML (TOTAl.) 1¥.!" MOIST. @ • COMPACTION· % 1" %" ¥.!" GROSS WT. (SAMPI.E + MOI.D) %" #4 TARE WT. (MOL,D) #8 W?-T WEIGHT OF BRIQUETTE.GMS. #16 #30 HEIGHT OF BRIQUETTE. INCHES #50 DENSITY. LB. PER CLI. FT. #100 #200 STABII.OMETER PH AT 2000 LBS TURNS DISPL.ACEMENT R.VAL.UE WT. OF SAMPL.;E EXUDATION PRESSURE. POUNDS #4 EXUDATION PRESSURE. P.S.I. #8 #16 STAB. THICK.FEET #30 , , , EXPANSION PRESSURE #~O #100 EXPAN. PRESS THICK.FEET #200 A.VALUE NO. -...;~ __ SD29-2937 LAB. NO. ________ ~----~-------1 ' DATE REdo. ________ ~ __ ~------~_ tESTED BY ____ ~~--~~--~----~ CAI.CULATEQ E3Y As RCD; As USED %R %P %P , #1 #2 SAND CI.AY' S. E. AVG.S. E. BATCH WTS., • 1200G 1".3,,4 3,,4'" • %" %".#4, PAS~ #4 TOTAl. , CUMUL.ATIVE WEIGHT 1" . 3,,4" 3,,4". ,%", '%,TOTA~ %,;. #4 PASS #4 T.I. (ASSUM,ED) ~ III :l BY.ExUD . .J " 0( , > By EXPAN. = Ii AT EQUIL. EXPANSION PRESSURE CHART EXUDATION PRt;:'SSURE CHART 2.0~~~~~~~~~~~--~~--.-~~--~--~--__ ~ __ ~1 1.0 i;f?;l~!; .;~;j W.; ~1·X::~t4~!~ i1~~f~\!~~" ~":i:;,+:~;I~·: :~:+d)< 1.6 'mi~Y liii ;;r; 6rt % +t~~ :~'~i-:;: ':::+:;: ~~·~:f::·:~ ~T+~ ·~;0 UH,~ ~S~;~ll~H ~~~ ++ ;~\j~~~ .~~~;;;:!i~~~ :~~!~~; i::~!~:~ to 1 II .... "" ........ , .. ,! .. ' .. ,' .... .... ;1 .. , i .. [7T1, .\-... , .. , .. ~ . ;'i~i2J ;.ij~L ':':':;i: :;:. ;;;ii2i:iir0.i"i:~b.r ;:::L':JDI;; ii;.J> ! 1.2 T1 !~{ (~Ji'n Er~ r;:: ); L: ,7' <F:::;' .': T}D:d2 :FiliC ~' 1.0 '~i!i;T ~~~f [0: ~;!!P:+tt1: J!i;~;!}~ ,~'F!T±i#~ttf~t ~ 0.8 BtlW ;~/ f.W iJ+iTthp~ 1H~~Hffi4; ~ffL, ~;;'~!U;~i}.l( >-ro VI U) UJ Z ~ u, :z: t- n:: w > o u o ;;r~i=~~i;i;l~ :m;,;'{~~<:1~i~f.~~f:i~-~1m{1 jJJ:;l~~ ~~~~.;l~~t;~;~;r:. 1.0 1.2 1.4 f , ." I. " ., #3, , " ~ " , , , • TESTING ENGINEERS, INCORPORATED 3467 KURTZ ST .. P.O. BOX 60965. SAN DIEGO. CA 92136' J714)-222<r1"166 '225-9641 OAKLAND SANTA C.lARA . lOS ANGELES SAN DIEGO L.ABORA~ORY NUMBER SD29-2938 DATE September 10, 1974 . JOB DATA: File 11534 SAMPLE DATA: BentonEnginee~ing, Spanish Village Unit Spanish Village Unit 1 1aboratory~ Benton Engineering, Inc. 6717 Convoy Court San Diego, Calif. 92111 GRADING ANAL.YSIS A SIEVE SIZE 4" 3" 2" 1" 3A" ¥.t" %" #4 #6 #16 . I I ; #30 I' t , I #50 j , 1 :: #100 I ]. #200 I. • I REMARKS: 1 I ,j , 1 I, 1 J . PERCENT PASSING COMPACTOR PRESS. P:S.1. As RCVD. As USED MOIST @ COMPACTION • %. DENSITY. #/Cu. FT. R.YALUE. STABILOMET.ER EXUD. PRESSURE. P.S.I. STAB. THICK. FEET '. EXPAN. PRESS. THICK. FEET T.I. (ASSUMED) = W BY.5TAB. @ 300 P.S.I. Exuo.·::: z::> Cl oJ, -« m> By EXPANSION PRESSURE = o· 0: AT EQUII.IBRIUM = SAND EQUIVAI.ENT = DURABII.ITY (COARSE) = ~ DURABII.ITY (FINE) = ". (1) Benton Engineering, Inc. \. '(ATTACHMENT) 285 15.9 ;1;09.3 34 10,0 0.96 0.13 4.5 76· 72 72 1, SiN ],2. Submitted to " -, . R • VALUE 'DATA ~ C '0 350 350 ).4. ~2 13.,3 .. '. , , .. 110 •. 5 . 111.0 68 :77 200' 560' 0.47 '0.33, .0.33 0 •. 87 , .- L.IQUID L.IMiT = '" Pt..ASTIC L.IMIT == ' P. ,I. = the .. E " ". .. . . "$AMPLE DESCRIPTION ___ ~.:~ ... i,-"n,..e"",e ... r ....... i ... n~gH'I--'I,-n...."..c"". ____ --~III·vALJE No. -----' -_~-_-- S . h 11 / 1 LAB. NO. $D29:-2938 ___ .u.p.aru.s~ Vi age TIIL ,S N 2. 'DATE RECD. __ ~ __ ~ ____________ __ TESTED By _-,-__ ~ ______________ _ TOTAL WT. CALCULATED By -., . FRAME ~UMBER A B C D E SIEVE . WEIGHT As RCD • As USED . #1, #2 #3 SIZE RETAINED %R %1'" %1'" COMPACTOR PRESSURE. P.S.1. 4" SAND MOISTURE ORIG. DRY 3" 2" CLAY WATER ADDED. ML (TOTAL) 11h" S. E. MOIST. t1j) • COMPACTION. % 1" AVG. S. E. = %" ~" BATCH WTS. .' 1200G GROSS WT. (SAMPLE + MOLD) %" 1".3,4 #4 TARE WT.· (MOL.D) #8 3,4". %" WET WEIGHT OF BRIQUETTE.GMS. #16 %". ,#4 #30 HEIGHT OF BRIQI,JET'!'E.INCHES PASS #4 #50 . , DENSITY. LB. Pr;:R Cu. FT, #100 TOTAL #200 CUMULATIVE WEIGHT STABILOMETER PH AT 2000 LBS TURNS DISPLACEMENT 1" .'i',4" -» R. VALUE 3A"· %" ., WT. OF SAMPLE % TOTAL-.,.....,.-%". #4 EXUDATION PRESSURE. POUNDS #4 PASS #4 EXUDATION PRESSURE. P.S.!. -#8 . #16 T,'I., (ASSUMED) = STAB. THICK.FEET w' #30 ';:J .J By EXUD. == EXPANSION PR'ESSURE #50 ,~ By'EXPAN. = #100 ' . 0:: EXPAN. PRESS THICK.FEET. #200 AT EQUIL. -.. EXPANSION PRESSURE CHART . EXUDATION PRESSURE CHART "-, /.r-, ~ ....... -~ . .' ..yJ~H~ f.' ~'.:~ . .. , .~ '.~ -: " '! ,. ' TESTING ENGINEERS, INCORPORATED . OAKLM'iv SANTA ClARA LOS ANGElES SAN DIEGO ... .".' 3467 KURTZ ST •• P.O. BOX 80985. SAN DIEGO. CA 921.38 (714)'222:'1'1'85 . -. LABORATORY NUMBER SD29-2939 DATE JOB DATA: File. #534 SAMP1.E DATA: Village Unit Spanish Village Unit 1 laboratory. Benton Engineering, Inco 6717 Convoy Court San Diego, Calif. 92111 GRADING ANALYSIS A SIEVE PERCENT PASSING COMPACTOR PRESS. P.S,I, 350 SIZE As RCVD. As USED MOIST @ COMPACTION. % 14.7 4" DENSITY. #/Cu. FT. 110.4 3" , R.VALUE • STABILOMETER 2" 57 EXUD. PRESSURE. P.S.I. 1" .130' , STAB. THICK. FEET %" --- EXPAN. PRESS. THICK. FEET %" --- T. I. (ASSUMED) = --- =¥ali W By STAB. @ 300 P.S.I. EXUD. = 79 Z::J #4 #8 #16 #30 #50 #100 #200 REMARKS: . C) .J -< ffi> By EXPANSION PRESSURE = c· 0:: AT EQUILIBRIUM = SAND EQUIVA1.ENT = DURABILITY DURABILITY yIi .Benton Engineering, Inc. , (ATTACHMENT) ,TRC:uc (COARSE) (FINE) = = --- 19 . , 225-9641 September 10,1974 Benton Engineering, Spanish 1, SiN 13. Submitted to the R'. VALUE DATA 8 C D' E 350 350 12.9 13.8 '. 110.4 110.2 .·80 72 460 210 ------' 0.67 ---" " " '. !~' .. " LIQUID LIMIT . , PLASTI.C LIMIT = " P. I. = ; " t...------- R.E. 1Fli882 .', .. . , .- ~.JAMPLE DESCRIPTION --===.=; " FRAME NUMBER A B C D E COMPACTOR PRESSURE. P.S.I. MOISTURE ORIG. DRY WATER ADDED. ML (TOTAL) MOIST. @ • COMPACTION. % GROSS WT. (SAMPLE + MOLD) -- TARE WT.' (MOL:D) WET WEIGHT OF BRIQUETTE.GMS. HEIGHT OF BRIQUETTE. INCHES DEN!?ITY. LB. PER CU. FT. STABILOMETER PH AT .2000 LBS TURNS DISPLACEMENT R. VALUE EXUDATION PRESSURE. POUNDS EXUDATION PRESSURE. P.S.!' ,STAB. THICK. FEET EXPANSION PRE~SURE EXPAN. PRESS THICK.FEET ·VALUE,No. __ ~~~~~~~ __ ~_ LAB. NO; SD29-2939 DATE RECD. ____ ~----~~------~-- TESTED BY ______ ~------~----__ --- TOTAL WT. CALCUI:-ATED By SIEVE WEIGHT As ReD. As USED -SIZE RETAINED %R %P %P #1 #2 4" SAND 3" 2" CLAY 11h" S .. E. 1" ,AVG. S. E. -%" Ih" $lATCH wtS •• 1200G -., %" 1". % #4 #8 3A" • %" ,. #16 %". #4 #30 PASS #4 #50 #100 TOTAL #200 .. -- CUMULATIVE WEIGHT 111 __ 304" SA" • %"\ 'WT. OF $AMPI.E %,TqTA~' %".#4 .;;:4 <-PASS #4 #8 , ' #16 t. L (ASSUMED) = w' #30 :J oJ' , By EXUD. = #50 -C' O' > ,BY' EXPAN. = #'100 It -- #200 AT EQUII.. -.. EXUDA TION P·RESSURE CHART 1100 700 600, soP. 400: 300 200' 100 100 90 80 70 70 :: i;~~~ ft ,iii ii! i 1[;; iii: "ii.~ [~~ ~i! ~:i I ,I;'::: ~ 40 ,;i:i i.~t; ;~;! W~ ;;i'; m,1 ;;;; ;liJ !;;;,!i!i ;:!'; ;;ii 'iT ::'~: n! :;;i: ~o ~ 30I~~~~~ttH~~~~~~~~~~~~~~~~J ~~rit.~~rlHf.f~~~++~r.7.~~~~~~~~~~120 ~~f.E~~~f.f.~~~~~~~~~~~~~~~!IO o ':;;; '~:':: :,!)) n:: ;::~I!!:~ i~n ~iF!W ~m F!: .q~; iH: ::~H:: !::: 0 600 '00 800 500 400 3t'D >00 . ,', .' #3 ., ,', . ' . • .., ; :;,' a::>t,;:;>i,i.7 ~.'~ TEST!NG ENGINEERS,,"NCORPORATED 0AKtAi' .. ;... SANTA CLARA ,·lOS ANGELES SAN DiEGO -< ; ..... ,"{" .... 'M: '.' 3467 KURTZ ST •• P.O. BOX 60965. SAN DIEGO, CA 921.36' (714) 22r-'fTSS . " 225-9641 LABORATORY NUMBER SD29-2940 DATE September 10, 1914 , ' JOB DATA: File 4f:534 SAMPL.E DATA: :senton Engineering, Spanish " Village Unit 1, SiN 14., Submitted to the Spanish Village Unit 1 laboratory .• . Benton Engineering, Inc • 6717 Copvoy Court San Diego J Calif. 92111 - R • VALUEDAyA S ... D E' GRADING ANALYSIS A C SIEVE PERCENT PASSING COMPACTOR PRESS. P.S.I. SIZE As RCVD. As USED 280 . '350, 350 MOIST @ COMPACTION • % 14.8. 13.0· 12.2' 4" DENSITY. #/Cu. FT. 3" 112.3 lJA.....2. 115.5, R·VAL.UE. 5TABIL.OMETER . , 2" 26 60 78 EXUD. PRESSURE. P.S.I. 1" ---110 19Q 59.0 STAB. THICK. FEET ¥.i" ---058, 0 ~~. " EXPAN. PRESS. THICK.FEET Jh2.Q 0.63 Yo!''' --- T.I. (ASSUMED) :;:: .. ;a" , 4.5 ' , III By STAB. @ 300 P.S.I. EXUD. :;::. Z:J 76, #4 C).J .. , -< l!l> By EXPANSION PRESSURE ':;:: o· : " 0: 69 #6 AT EQUILIf!RIUM :;:: #16 69 . SAND EQUIVAL.ENT :;:: '#30 DURABILITY (COARSE) :;:: LIQUID, L.IMIT :;:: . #50 " DURABILITY ( FINE:) :;:: PL.ASTIC L,IMIT = . #100 '. ' '. p. I. ,- #200 REMARKS:, (1) Benton Engineering', Inc. '\.. (ATTACHMENT) , , ~--- THC:nc .. .. ; " I ,I , .'1 " '" '~AiVlPLE DESCRIPTION Beln Engineering, Inc. !:oJ __ ~panish Village 'Unit 1, 14. ' . -TOTAL WT. .. FRAME NUMBER A B C .D E SIEVE ,WEIGHT . '> SIZE RETAINED COMPACTOR PRESSURE. P.S.1. 4" MOISTURE ORIG. DRV 3" 2" WATER ADDEO. ML (TOTAL) 1%" MOIST. @ • COMPACTION. % 1" 304" lh'; GROSS W·T. (SAMPL.E + MOl.D) %" #4 TARE WT~ ,(MOI.,D.) , #8 ' WET WEIGHT OF BRIQUETTE.GMS. #16 #30 HEIGHT OF BRIQUETTE.INCHES #50 DENS lTV • LB. PER CU. FT. #100 #200 STABILOMETER PH AT '2000 LBS TURNS DISPl.ACEMENT R. VAl.UE " WT. ,OF SAMPl.E EXUDATION PRESSURIt. POUNDS #4 EXUDATION PRESSURE. P.S.I. #8 #16 STAB. THICK.FEET #30 l. E;XPANSION PRESSURE #50 #100 EXPAN. PRESS THICK.FEET #200 • VALUE No. SD2, 9-2940' " AB. NO. ___ ~'-'---,~_-'-"--__ "-'-_ DATE REeD. __ ~ ____ ~~ __ ~ ___ TESTED Bv~' __ ~~ ____ ~ ____ __ CALCULATED Bv As RCD. As USED %R %P %P #1 #2 SAND CLAV ,S, E. AVG,S.E. .. #3 'I I j 1 1 I t, i! BATCH WTS •• 1200G 11 .1 I f I , 1';.304 j I f 3M';. %~" 7f %" . #4 . -. -r PASS #4 ,II , r! TOTAl. f '01 II CUMUl.ATIV:E WEIGHT [I II II 1" • 304!' tl .. %". %" !I !.I % TOTAl---%".. #4 !" II PASS #4 .. tl I. , ' T.,t (ASSUMED.) = III t ::l. Bv EXUD. =' i oJ. < ! t > Bv EXPAN. = Ii . , ! AT EQUrL. -I EXPANSION PRESSURE CHART EKUOATION PRESSURE CHA~T I I, i I I I I ! I I I ; I , I I i I I I 1 1 r j TESTING, ENGINEERS, INCORPORATED: 3467 KURTZ ST •• P.O. BOX eJ0985. SAN DIEGO. CA 921.38' (714).a22"1'1"8~ 225-9641' OAKlAh,_ SANTA ClARA LOS ANGELES SAN DIEGO ~AaORATORY ~UMaER SD29-2941 DATE September 10, 197,4 JOB DATA: File 1t534 SAMPLE DATA: Benton Engineering, Spanish Village Unit 1, SiN, 15. Submitted to the Spanish Village Unit 1 laboratOry. Benton Engineering, Inc. ~ , 6717 Convoy Court San Diego, Cdif. 92111 I R • VALUE DATA i L GRADIN'G ANALYSIS A B C D E i ISIEVE PERCENT PASSING COMPACT~OR PRESS. P.S.I. 350 350 350 i' SIZE As RCVD. As USED - t MOIST @ COMPACTION • % I 13.3 14.1 13.7 ! 4" , DENSITY. #/Cu. FT. 109.3 109.0 109.3 3" R.vALUE. STABILOMETER 2" 79 75 78 ~ - .. EXUD • PRESSURE. P.S.I. 570 210 320 1" - STAB. THICK. FEET %" ---~----- EXPAN. PRESS. THICK.FEET *" 0.27 o .'17 ~ 0.23 T. I. (ASSUMED) = ---., " ¥I" ,8 lIJ By ,STAB. @ 300 P.S.I. EXUD. = 78 ' Z:l #4 C)..1 --< m> , ~ o· By EXPANSION PRESSURE = ---n: , " #8 " AT EQUII.IBRIUM = 78 - ~ . #16 SAND EQUIVALENT = #30 DURABILITY (COARSE) = LlgUID LIMIT = #50 - DURABILITY (FINE) = PLASTIC LIMIT = #100 P. I. ,- #200 ~ , : REMARKS: / I ',' , , j ~~),Benton Engineering, Inc. J , , (ATTACHMENT) , ~ 1 ' , f : T.R. ,Chapman,-R.¥?1R2882 -" I W'bIi;;::1I7I~ ", - .- I i ,I .. 1AMPLE DESCRIPTION ----olton Engineering, Inc. .-' ' .. VALU,E,NO • ...,...._-,-..L-__ ....,-____ _ , SD29-294~' ,-,-__ ~-:-----!S::up~a~n=-='i~s~h~V-=i-=l±la~g5E~n:.':=i"-!t~l~~~SL/fiN-=!:c15~. _______ ,AB .. NQ . ....,.---..' ----~-'---- DAT-E RECD. __ ~ __ ~ __ ~ ____ ~~ __ _ TESTED BY __ ~~ _____ ~_~_~ __ I ... TOTAL WT. . CALCULATE!? By . ' , FRAME, ~UMBER A B C 0 E SIEVE , WEIGHT As RCD. As USED #3 " SIZE RETAINED %R %P %P #1 #2 COMPACTOR PRESSURE. P.S.I. 4" --. , -- !;jAN 0 MOISTURE ORIG. DRY 3" --: 2" " CLAY WATER ADDED" ML (TOTAL) 1 ¥.a" S. , . E. ' . . ' .' , MOIST. @'. COMPACTION· % 1" --AVG .• S. E. %" ¥.a" BATCH WTS •• 1200G' GROSS wt. (~AMPl.E + MOLD) TARE WT. (Mol..,o) WET WEIGHT OF BRIQUETTE.GMS. HEIGHT OF BRIQUETTE.INCHES DENSI'TY. LB. PER CU. FT. STABILOMETER PH AT: 2000 Las TURNS DISPLACEMENT R. VALUE EXUDATiON PRESSURE. POUNDS 'EXUDATION PRESSURE. P.S.1. STAB. THICK.FEET EXPANSION PRESSURE EXPAN. F;'RESS THICK·FEET EXPANSION PRESSURE CHART %" --1".3A #4' #8 3,4" • %" #16 %". #4 #30 PASS #4 #50 #100 TOTAL #200 C!JMULATIVE WEIGHT - 1" . %~' %,i. %,11 W-T. OF SAMP.!';E . " % TOT~'------,-%11 • #4 ",,4 PASS, #4- #8 ' - #16 T. -I. .( A~SUMEO) = lLI #30 .::>' ..J By Exuo • = #50 ,< :> #100 ' . Sy'EXPAN. = -0:: #200 AT EQUIL. - EXUDA TIQN PRESSUR.E CHART , , ", . " , I 1 ,1 ,j' ,I " 1 11 I i I J 1 I j i . , TESTING, ENGINEERS, IN~ORPORArED 3467 KURTZ ST •• P.O. BOX 80985. SAN DIEGO, CA 92138' (7'4)'222.·'46S 225-9:641 ,.:<AKLAr,k;, , SANTA ,CLARA LOS ANGELES SAN DIEGO' LABORATORY NUMBER SD29-2942 DATE Sept'ember 10, 1974 , JOB DATA: File 1f534 SAMPLE: DATA: Benton Engineeri,ng, Spanish Village Unit 1, SiN 16. $ubmit1=ed' to the SPanish Village Unit 1 iaboratory. Benton Engineering, Inc. 6717 Convoy Court " San Diego, Calif. 92111 " . R : VALUE DATA " GRADING ANALYSIS A B C D E SIEVE PERCENT PASSING COMPACTOR PRESS. P.S.I.· 205 350 350 _ SI2E As RCVD. As USED MOIST @ COMPACTION • % 16.9 16.0 15.0 4" .-, DENSITY. #/Cu. FT. 108.6 110.1 112 •. 2 3" R.VALUE • STABILOMETER 27 47 65 2" EXUD. PRESSURE. P.S.1. -230 310 ,',350 1~· STAB. THICK. FEET 1.05 0.76 0.50 %" --EXPAN. PRESS. THICK.FEET 0.27 .-0.57 1.40 *" : T. I. (ASSUMED> = 4.5 %" , III BY -STAB. @ 300 P.S.I. ~xuo. == -, z::> 44 '- !'_#4 -' C)..1 " ,', -< " , la> I' By EXPANSION PRESSURE = , o· 51 0:: " ~#8 I AT EQUILIBRIUM = 44 , .• ,6 " ! SAND EQUIVALENT = i I #30 ---<" . ' , ~ DURABILITY (COARSE) = I,..IQUIO !-rMI:T .= #50 ' , I I DURABI1.ITY (FINE) = PL,ASTIC LIMIT -. I #190 I: , , , " .. .' -P. I. ' -" , , , - .. " " -' [, '#200 ' -.-.- I :'REMARKS: ) . i.' I I (~) Benton Engineering, Inc. , '(ATTACHMENT) , ' :rnC~.nc , . .' , " 1F1288~,: "', , ... ~ «.\.\J < !$AMPLE I;)ESCRIPTION ___ :=<.B~n Engineeri~,",,-. __ . .:!!Ic.=::n~c~ • .....,.......,.-__________ VALUE No. " , ,t.Spanish Village Unit 1, _ 16. ' 'AB. NO,SD29-2942 __ -" ~ • ~ .. .. Fi'tAME NUMBER A B C D E ~ . COMPACTOR PRES.SURE • P.S.I. " MOISTURE ORIG. DRY WATER ADDED. ML (TOTAL) MOIST. @ • C;OMPACTION • % GROSS WT. (SA'MPLE + MOLD) TARE WT.' (MOL,D) WET ,WEIGH'!' OF BRIQUETTE.GMS. ,-- HEIGHT OF BRIQUETTE.INCHES DENSITY. LB. PER CU. FT. STABILOMETER PH' AT 2000 LBS TURNS DISPLACEMENT R. VALUE EXUDATiON PREE;SURE • POUNDS EXUDATIQN PRESSURE. P.S.I. STAB. THICK.FJ;:ET EXPANS!ON PRESSURE EXPAN. PRESS THICK.FEET ~ EXPANSION PRESSURE CHART ,DA:r~ RECD. _____ -'-_~~'--'"--'-- TESTED By TOTAL WT. CALCULATED By SIEVE WEIGHT As RCD. 'As USED SIZE RETAINED %R %p %,P #1 #2- 4" SAND 3" 2" CLAY 11h" S. E. 1" AVG. S. E. %" ':/z" BATCH WTS •• t200G %" til. % #4 #8 %1"' %" #1.6 .%". #4 #30 PASS #4 #50 , ,~,- #100 TOTAL #200 CUMULATIVE WEIGHT 1". '%" 3A,i. %" .. WT. OF SAMPLE % TOTA~ %". #4 #4 #8 #16 #30 #50 #100 #200 PASS #4 ' T. •. '/. (ASSUMED) = W :> . .J By'ExUD . = , « > Sy'EXPAN. = 0: AT EQ,UIL. EXUDATION PRESSURE CHART eoo 700 400 200 IQO SOO 100 :;::L : ::: ,~: !::'T :::J::.:: :::.,., ;:::1::'::1,:: :" :'. ::::] 90 ::::J/ :;:i i> ~~ ~:~:,.;;:: ii~~' ti ~YC: iii; ;:::ij;: :~~~ 90 .. '] .......... I·.. :1 .............. r" '14 .. I .. ·· ' ,70 eo ~o i~i! ;L~~j; l:;; i{~; i~i: ,;1,:1 r~;; j'l~ ;~: ![;{ 1m ~i~i ~m ::~; ~.~lj; so ~' > 0: 700 600 !lOO 400 300 aoo· ·100 , 1 .. , .. ' #3. , I I ,1 , I 1 I II '. II f !l II ·jl ,Ii , I ' I I II I :1' ." '1 ' :'(1 "il II I Ii " 11 .' il II tl ~ 1 II II j " . -f i' f; l: 1: f. " 1'1 'I , ·1 /: ! !; 'r' r ,) 'j: " .' I' • Oate ________ Job# ---,.. ______ _ By ______ ..,...... __ Sheet_'_of __ ' Sheets ml' ,j!'1 " II . iii I I! iii I I-! I It ' ----li---TI' '--rl' ---, --1---'+--f---1--'~-"-'4--' ,,---J,----i-,--1----'rl _1.._ -" "I Ii! ! I I j Ii! i I !! I --"t---1---"-r-'-'~---':---l-' ---1-'-'-1' ,--r---'-'-t---l--1---'-r--r -t-" --""-'[-"--t" .. ,-1'--' '--T---1'---i----,,-,T-,i----t----t-,-oil' -'---1'-"---"'-----1 1 '--r-I I 1 I I I! I ! !! i -'> FOI3M 366C DAWCO M_ ... _.J ._. _ + _. __ .~. :. ___ _ :. I I --+~-·-T-·j-·""··· RI(~t' ENGINEERING COMPANY I ~\i'~~\~immiAE"il 509 ELM .AVENU,E • CARLSBAD, CALIFORNIA 92008, TO:I o:p>-InNO: ". ARO:A ~nno: 714 7:>Q_49S7 -'~,-• Date,/Z,r::/:;r Z3 BYA?tzr~« Sheet~of~Sheets . :. FORM 366C OAWCO R~CK, ENGINEERING COMPANY I ~\;"g~\~rLC~~~Vh~lli§ 509 ELM AVENUE. CARLSBAD, C'ALIFORNIA, 92008 .,.,.,n A007- O·ate ______ Job# :3.:J4;5 BY_~--,' ;.;<..;-<-R-~, ,4/ ____ Sheet~of ..ilESheets i ;. : I i j i +-1; i! iiI 1 'I iii {I' 1 i I j!' J. : ! 1 l L ~ ! Ii! ~ I 1· i 'f· i 1 i !!: t ~--l--T'-'-'!-'l---t---j--T-lr-l~~---t--r---j----:-Lj -t--r-~I" '::--i---!, I ' I r~ t---'-r-'-'-~--"-'i ! ,; ,1 !.~ I ;! ! 1 I I 1 I' .. ! ""!I ,:, , .. . I I "., -+ !' 'I' .. ! 1-'I'--;--TI'--I--'l -·-r-"1-r---. i--::-t" 'j' --~--'T'--il'--+-I ·_..,---tt --~!' I : I' ! I . t--!----t·- i i! .. iii ! ! t I i f j i .. . i i l! { I -.--;--.. -~ .... ---;..... -. , ___ J.. ___ ; -' _.-t--'---+-'--l--r--'--+--t -"--~ ,: -!---+----r--r---t~-+----; ---:-'-'-+'--1 .,' ! i; Iii i' -! ! i i 'I'! I! i ,.!. I ; ~ 1 ! I. ,'. ,.1 I ! i! l' !!, !. I 1 ,.!. ; ~ : ~ i ;; :; 1 : .: 1 I i f~·';! . . ~ ;.; ': ~ i -t, -tli~li;~JjtllLJJ + Ip'-I I JH L I ~ 1-1\ t I! ! I l I I ! I I 1.1 I I I I I . ·:1', -/" .\. :c-! ! I . --1---"1----'[----------t--_·t-_ .... ,.-----··r~··~---r~.t--it--ir·-·---,-'''-T----i-jl-j-:-~-r' ,-I' f--'r--r--!---'-, L..-J.-1. Ii! . ill ' ! iii I I' I !', ,!! , " . ..,. FORM 366C DAWCO RICI( ENGINEERING .cOMPANY 1~\;,C~"~~Lc~~~~~Ttm ., 509· ELM AVENUE'. C~RLS·8AD. CALrFOR.NIA-92008 . '. 'J .') FORM 366C DAWCO • Date ______ JOb#--==~;.....;;~~~c=£ __ _ BY_--c...;:J:::;..:."-,-'Z'=' .;.....t,,, .ff'--___ Sheet --S.-of ~Sheets ancII( ENGINEERING COMPANY I ~t,t~~II~~t~~mTtm' 509 ELM AVENUE. CARLSBAD, CALIFORNIA. 92008 Oate ______ Job# Y.$k/8 . Sheet~of..Lf..Sh·eets , Oate _______ Job# >~-- JRd!' Sheet~of~Sheets I . .,. FORM 366C DAWCO RIli:K(ENGINEERING COMPANY I rt~~lmLC~~~~~~AE'll:' 509 ELM AVENUE-. CARLSBAD, CALIFORNIA 92008 Tr:1 C'DUt"\Nr ADc:'A ('nne: .'71& 7?,Q.AQR7" 1 j ~~ FORM 366C. DAWCO Date_-..:... ____ JObn...;S""'" '-'~=~ ...... '-"~.-=;, __ _ By_~J.c.L.LR.=' ~I ;«'~ __ Shee't~of .LGtSheets ' IiUCK' ENGINEERING COMPANY I ~\:C~J,~~m~~~Te'm ~~~ _E_~~_~~ENUE .~ ~!,_RL_S_B_A.?;_~~(;IFOR~I!-_ 9~~9~ , , By .',. FORM 366C DAWCO mU(f;K ENGINEERING COMPANY 1~\t'~~II~~m~mw: 509 ELM AVENUE.'. CARLSBAD,·CALIFORNIA.92008 .... ~, ~r..UI"'\""f~ .. " Oate_--.-_______ Job# 33.074 By_=J=" ,"-LR?..::...;....i6~«.....:... __ sheet~of-.L£sheets' '':1, FORM 366C DAWCO " • RICK ENGINEERING COMPANY I ~\t~~"~~lc~~~~~Wli~ 509 ELM AVENUE' CARLSBAD; CALIFORNIA 92008 Oate __ '·'_· ___ ...,JOb/i 3$145 . By' J.p./! Sheet~of ~Sheets I'" ,I--""-;!~.!.. I! Ii; :---~---~---J--.~.-+.-.. -J .. ---L-... t.~· -i :1 -.~-.I-.. --~--~-.~-~------t.--+.---~---1,~~\---+-i-1 +r----1-~-~'--'~--' ~ J. I "i-./ I -L,) I 3:0 l! i \' !! 1 ! ill !! !!! ----r-r-t-r---'P-'F-j'"'' V IZ:O.1 ... ; --·-r---t··--t"-~i-"-'---r'--r--'-'j---~--'--T-r---1--IT-I -'1----i-·1------.1 .. _ ... L-.+----.-.. -~--. --1-J...-. J ~:. -.1.. .. -~---.~--.--:---.l. .... --·--l----·J·· -.. -.+ -@ .. l .. -. -'-f-'---~'-'-~---. ·--t--:-d--·-1--_.-+ .. _+ __ L ... _. r iii Ii: I ; : ! : iI, ,j . r!....-'I IV,,:,' i. I ! I! ~ -=+ L 2 ---; /1! i i! I ~:s S ' . . .:; <C/ , iii i I • --4-' -"-~ -~...i--/ ____ . __ .--, )~ ...... -..---. I ~ ...,.. _ I I . : t I {I i ~ j • iii : ~, i 'i q 1 ! i I j-! I ill .--j-~--..L--~~-t:---~ -.:5': ,2._~-_ 0; 3~_::":L'S£ ·~-·l-... +~....:~---;.:·G8:---.~--4-.. -t--L---;_--c-L.--~-.--L- J I I ! i ; :,...: ,:.. : l ; iiI j "I.t! ,?,,;'t.. i 1! ... i ..... :\ ", ~ 1\:$ '''4 j ; I!-.' I.' f _ I ~ ,. . ~ -t-.......... " \.a V ; -"---:---1-'(-'-'-j' r-'--~ : __ ; , : Iii i !! I l! 1 !! i. L'2a' " f , ! ( A ';'_/'1//-" ; \ I I\J ..... ,\I\~! I " ' -::: t.::),~4 l , : L -r ::-;,...... -!. ~'-:t.\ .... '::> ~---.;.... -... '. ---! -__ + __ ----L..----.!--~-_r_"'::.-..,..-. .::\' .. """--i---~-----t"--. -.,------i---.. -~-·-··l .------r--r--,--"-'---'-f -1 ...... ·--:--'< --, i IT: I 1 lit ! i! . iii : ; ;; ! ·1 I ! i ! + i -i ; -1 I j. i !!! 'J'l I I! i! i j' i' I r~t~.J 'l---~ -~t-,-i 1 . i'~ ---1 I I I' . i I I j i '±! Ii' ----f--.--f---~-··---lt~.'i'.x .. l\.:. ~ ~ .-i· -~'-~ :LO -1.-.---1--+---i-.--+--1-~-t---j----i-. --·-t --+-----f-~ .: ; ~ -1----:--..... t-··--, ·-·----i·~-i--·j--......... ~.-~.~ _3;1.~ , ~ .. Q;-.) ---~-~ -·-) .. --·1--i .. -----J-.--~·-·--l-·----+~-~-.-. -i --++-.-.-.-[-.. -+-----;--.... i I I :\})''''! A .., ~\ I .! i I ! !! J i ! ' ! Iii f! : i , I .! ,I ~ ~ t I __ ._.l. ___ .04 _ •• _ ....... _ ..... _ ._._ __~L. ___ ~. ____ -.1 __ -._._-;. __ .:._ --r---:-....-t--_ .. --t-._._ .. +o._-_.-.!-_. ---.,--.. -'----.• -_._,---. '--r--'" , .. -... --., -... -~-'---'. , ,., I'!' "I"', i i! . ~ I I: I 1· Iii I.. ;', . ,i i!;!!!' i i \! Iii'!!, i! i .' i : i i~ . ;----j-'-C~t i ;; 1 i i .i 1 i; i; I .i . i i ...J. .1.' , • ~, /4'-.:;5. :Z-... :c;"c5... -·--!.--~..o--·t-·------.j---..l-·--·..J.---· 1 , .--J--f--'-r' -. __ -+--'--'_+-__ ._ .. _-;_-+---j---'-. -.... ;--:-'; ," 'l'-~"-""'; ,'" . I! -, I' ill . . !',,! ·i; i : I ! \ \; ! -\ ,/ /~/,/ /; ";?II/.i ! ! . I ·1 i . I !! i I! : i ' c 5.:'1. ___ l._ --L-.-..... \:::). c ~ -:::-y; ~ /<=1 -~. <..-;" .. ..J .. «l_._ 1 __ .{ -·---l----.--.J----t-... --.l-.--··-·--\--+-1-------~-~. : -.. -.-";.--+·---·1-.. ---· ~--~---t---~·-·-t-·-V-··f-·-· j 7~ ~e3-.... -.~ -.. -~--.. ~.-.-+--+ .. -~ -~.-r·----~-----'-"i'--l'-:+'-~' --I I -t-.---··t-·--i---··;'··--"-I I \ i r---p :Q; ~ ~/"".J! I i ;J .J'! 'j i-! ~ iii ; I I I i I, .~----e-__ ~_~ _____ --.r, ! '. : 1 I :. l-I- ! ;.! j' i , ! l : i ! j I Iii ,! I I . I! ! i i ! i ; I -~ .... + .. -~ .. ·-.. I---"z:.t .. --·-!---.-. ~ .. -_.i. - : .. ~ _ .. ~ ... --i -. -'t ---i-"--t ---t-·-"---i ----..J-. ,-,-1-, ~.--... -. +-t-1'---.-.-f-.-! -t-.,.. -+--·-·t·-.-+-----, • !..J... -J 7 i -:-~ I ~ ; : .1, ~ ! .. ! ill I I ; i:, i J i I.. ';"L-¥_¢.L. __ t--· -i£,....·1---... __ 1 ___ .J._._.4 ___ ,_· ---1---.-+ .. -.. -. ---t--;----'+~-!'-'--r'----r-"""----y--t---'---I-'-T--'--,--'" I i I Ii: . '34 ~: I ! I I . I) _! I Ii!! I t I I I !""" ., 1 ! I ' h! ! ' . i .;. . I I J £;"1:. ~ :14; Q : ;! !! ' o! s:Js: a; " 1'" (X.! Z-' , z, a i ! i J, . .' cz'..l......-/..:.,. .~.'!7./.. .. -~ .,. I ,,--,~ , --r--r-, • ~ . ~. " . i.. , ., ' i I .-rl ; . , ,.!: .!! ~ ~.I· , , I I! Ii!." i -.. -1.._J __ L-·t/.cJ·-:...Y£-5 r:.~_ '?_fL.s;-.¥-._~_ ... _L-... _:'+L~_ ... ~ ... --.~--l.--t--.-l---;...--: -~ r-t-l-'-~'-'-"-I'-""'''' , ii' , ,. ,. I , !! '\'S(i".cc,j Iii \! 'll~H'" ~; . 1 ' .. --_J-~--.L--f~Ja-: .. ~c;S~ ~ ~-~---)--+---l-}·--+-·--i ---~-.---~.-.f+~J.~p-.. -.t-+.-~-:::LO ;Ls..~_j __ 1 2._/~2_~.,_~ .. _. j ! , I C. i // -; , i L ' , '1 'II' -;z...~ .! . \~ I c> a 1.., t 42 ' ! I I ,-:-0, '7 G '_! _L._L_.L-L._l. __ ---=-(' \-~J.._-A .. __ ---l..-.T!---iL-:>.'t---_ .... --t...u--.. --.. -.. -.-. . ..... '1· ........ . ~~-.~--t"--...... -... --r--..... _.-r -H-··T·-~-·i - -fr----::--1-I !.! l! !. I j J l t I ! i I . ii' i . , Ii!' . Ii! Ii! 1 ';! ~ ~ i -I: ,--j 1 ; -~ .. -+ i I ! -+'--1--: i.!: •. ~.: : Ii: I , ! ~ !/. !, : I I , ' I I ! ! i ! I· ;,! i;·1 f -.J-.J----I----l£ ~4/~~t Z-2-%:·--~---!---~--~--f--+-~·--~--· --1 I! ~-++--t-.-.r--.-t-"-·I ; I i I' ! l' /'!!!::Jj i , l' -1 i: I I I I I I i I! i:! ~ 'I i I /;: '(.p) 0 ; l i i : ~; L L ~ ~ I j • L_.~.l---.. ~-L-.. __ j~_._._l_.,_ .. 1' ...... ----l--~----.. f--*",,_.-,---.. ,-----. '-"'j--r--,--·--... ·-4----i---· -.. -., -'-, -'-'-r-' -f : i ,i'! !-.•.. ~. i ' , I , I ' ~ / .,! I I. I I I' Ii· i' I 'i 1 i i ! /1 . ""//!' ! I ' j! ! i, i I! ! i' i" -H~~-~i~-i £<: ·l!·· --t--i----+-"-'J-1-'-[---;-' --·r"--r-···-t-·--t------r-1! i '-'ii-t-'-"1-"-"l--·-l ...... ! : i! ; I: I! j !; i '. I. 1.1 i, 1 'i I 1 j !.~ 1/\~ ; -:----. : '-T 1 ! ! i : IIi I I" I [I ;! i ~ __ ._{_+¥_<:_r<~_._._\:..~ .. Co ~i e. -~~~. ~---<---+-.--j-'-i------l---t---r-f--r-r-t----r--r-l--.-'1' .. ---"1" .... , -'1 --'-1 ! ! j l///.¢ ..-0;>0/ ./ z: ?~/ Ii; I I I! ! .... 1 I !!! _._!". __ L_ .. _i __ _ ----+~+-.-.'-! --%~/..~J-"r--<::/<>;'''~ .,L~(o..+·-·-·-f--'---j--·--l·----·!-·T-·-I::----r-'+-! -'1--Ii! --, i 1 i i . I ; !. ..:! . I' • 1 ! l' 1 I' . I I. 'I f; I' , : t \ /_ • // ~~::>-<"" 1: .' I .! tit! . ... ---1 .. ---.+-.. _.1-..... --.Y\ -:-.. ;/ t:i::? --/?-.J _____ ~ .---,------.)---. .;..-... --;.-----+.--l------i----+--+-T-"--....:-:--;--'1'--·---.. -(·-··-·;.-.. -··-·1-----i ! ! ;(' , . /;1 . '?I ! i I .! I I !. i !!. :;! , ., ,-'/'i ,~". .' i !"!' I! I ,.! ! I i 1-ic.// E--'-L; i ~: I j I·! .. · .. · ~.; i ...... r" ~ ; . ,j _;-w ~-f J I l II! I ! ..... ~ 'It iii iii' ~ I Iii!' : i 1 1',1 iIi !.I·. t' j·l. lil'l I !! I!! l : ! !_._ . __ L_:_' __ L __ ,-~I ___ !.. ___ -I .. _~..-:..J 1 __ .__ -l--f------1--.. -.... --.; .. --1 -----rl-~r---'-'-':---'r-r -'-'l---T-~I--T r-i r I ' i,. ,I i I lJ·· ! i··I·· I I' I ! . • I 'I!! I i......J. I L ' ,__ I L' __ ~. . -..1-_-+---1-.' I • "+_j --t-----j-·--·t· .. ··· ·····--r·'--;----r---j'-·-·I--1------·I--·}---1"-----·-ri----r---'-1--" r' -:-r I i 1; I '. ----j..-.-1-.+_ ... ...I, ..... r-'-"-I-·--··1· ··1·· -i---~-··+···+----f--f----f----Jr·--j"·--i----+-..: ··-··-t-·+-I-:r1--r-t-· ·-r--·-~··--t--I j ! I I 1 . ! : ) l L I ! I 1 J !I , _t !' if! i __ , FORM 366C DAWCO RICK· ENGINEERING COMPANY I ~\;'~~"~~Lc~~mTA'1r~ 509 ELM AVENUE. CARLSBAD, CALIFORNIA 92008 , FORM 366C DAWC'O Date __ ~ ___ ' Job# ~ c:;f£ By_..:::---J:::::::x:;."~;-!· :e=:..;.-!A,---/ __ Sheet_\_\ _of ...i£.Sheets RgCIi{ ENGIN'EERING COMPANY I ~)t~~\~~m~~~'i'm, 509 ELM AVENUE. CARLSBAD, CALIFORNIA 92008 TELEPHO'NE, ., ,AREA CODE_714 ., 729·4987 Date _____ J ob # ..s.,"...,.1."?:-9...t:.-.t.¢.,-,"18!-,.L-" ----.:.. FORM 365C DAwc6 · '. >0A~ Oate __ .:.-... __ -,-__ Job# __ ... J~::Z..." :...'7:...t:...:c'G>-,;.-!.7_' __ '" FORM 366C OAWCO RiCK ENGINEERING COMPANY I ~~A~~I'~~lcr~mW1l1 509 ELM AVENUE. CARLSBAD, CALIFORNIA 92008, • Oate ______ Job# ~9d£. . By sheet~of~Sheets .-~' .. , Ii il! 'il ; ! i ! -./y-1/4!: i. iIi iii I! . i. i, _ .. l-.-t. .:. -i'-t~ .. :-,? ... : ,-.~ -; _ .. y..e5.~ __ t '--' --+---; , ---~.-:-'--+"-+--i--~ _._.+ .. ---1-+-,. --j----!--+-:' --i -.-t"--j--"'--l .-... -.!.--_L--J-~~~-~--~~-. ~;£ _~.c.;£.: ~-;{.-.! -I-.~ ,-·-·~---~-:JL·-·-·-·~-.. -·-!I--.: ·--+·-~l--:~Ii ---+--+--~ ..... ~ • t 1 ! i· . \ :. f • " -l. ',. 1 o _5.ZL. __ L __ .L __ -..Y--~~./.. £p.$---L-.-.--L.--!.:..--l-.-~--.!'!--"-rl ---I --·_·_JI __ :.L __ j_~_-+-__ ~_~_.L,· -.-.--,,! .---i~-.-L---1 i !. " t! . . I I I" ! 1 : !! ..;t--: l... i; I '\ I I i I I I Iii ! I !. ! ! 'j ! J ~ -.I ~ ~~, _~ ~ I: !;. ~. : L ': ~ ~; ~;.~ * , " I, I': I!!"! liT I. I:! ! 1 i !;;! -+--i~~-·-Li--i--·IA-i--!---)...-71 --+-~--S---H+ -1-+-+---+-+-+-1 ~-4d .. :-. ~~-4: '( 7t~ \ --".~---.-~--; -'-~~-s.-~1-.~~c-): ~~·~-~r-~·L ~·-1-~(.~1-. --·-1--+-: ~-JI I I'! I I i ~ 18. 3) i I· r I .::. ~ 'I '1 I J I ,. I I; _ I --·--r----r-l---.. ,;;t--t-,-·-i;:·:~r--i----T-'-r-y:=' ~d.::;~·-·-"·r~~-J-rl i-::-"b--r:;-;--'i' $-~~~"j--, . I ! . t?,I'! i ~ If. _~ '.' ! t 'I -!. ~ \ a. i l-\,-l... -l:wr. l ~ \.P _~! ~ I I I 1221::-1 I -5' ! I .! i -!~' . +rr~ 1 i I ~i:.~ d.:J !: : I. l , 1 I ...... 1 I /i -:::::: . L .,' ~ Ii........ • L_-,-_;.I.~~ ..... ~1:l _.__ _ _. ___ .. J _.---;-.---.-._----c;..-1---l r-'''':;;:;;-'--.--....,---._. ---r---r-...........-;.---r--t-I -_ .. -,--,-'-, 'I . 1 ! j f! ii' I! I 1 ~ ! . i f I f.i! i i . i j iiI i I \ .. :::/. -::? .. l-k. !. ." I; 1 I,! ',j ',. i .---.-~ .. -~-~--.--~--i4..5"fl--=t -~-/.-~ --.1.':'.-_L __ +--_ f---';"--. .i.-..-..L__ ---f--'-j--r---'-.. -i-.. --j---+-f-'-;-'4-'---, -~-.-.. !--. -.-l---",1----1 ; ! i c:::::.i -:t::7,;¢(;! : i i::' ,. I ~ ! i I ; ~! I:. I ii, £. j ;" I!! i I· t! 1 j j i i! -'''-.L_ .. L ___ ~ -. --.. -+ ... -~ ---.~ .. ---. .---.l ___ L_ -.~~ -.--.~-,,1-:"--l--------i-'-"-~---rl -----. ~ .. -.~.-.-i~ ----i--.+.--.l------+-.--i.-..:."~! .... ---, j i i· --.Y ApcX-; {"55 ... ::1/ i I! j Iii I Iii ,!! , ~ ! ''''-~(~--.-.,~a. /-~ :; I ': :: I ;:. ; , I ! ! j ; ~33 -L: I !, I I! i t I, I' : ! I :: I I I 1 /' "" I IG:! !:; I! I ! I· -L i! _l_ I i-~-!....---,.L..'"""l i ! i 'I /1: i I I!! ! Iii 1 j Ii' , ! -~'---' "---.-~-,-.-.-. ~.--.. ---:---,---. -. --,----. -+--+--t---,---j-I ----;----r----, ~. ; .' I . i ! i L2 :0 12· , ! j 1 . ! !! j I 1 !-!-. . !: f ~; I 1 .---.... -"-'--'-. -'-" -. . ..-.. ---,--T---t-"-.---:-.---:--.. -. ,------1""--,--,---. -I -'--, !.,. ;,! I H -! 't ' , '--1 c..---L ' . '1 -I-... -'--_ .. _L----L.. ___ •. __ .. --'.-----+----~-"-,, .. 1 ! ! i i! l l! I ! I I I ~ t :! . I ! J ~;!! ! !! i I I !; I !!; ! I 1 I! Iii I ;: I ! 1 I: I I' !" • I t c.____ I J _..l.__ __..J_._~ __ --,-. ___ L ______ ._.""h----J.--_+-__ ......... _--... --_.-'1 -r:--r-::.:rg-;1-"--r-?~-AlZ ~c' -:.-~-~-r-:---I-i-r-'~--r-'-rT'-'1 !' I 4 -~-.--! I I l i L -I i Lb/-i-~,-,;-.. ~~1 ,_~! ~:! I ~ '. . iii ~ .;::. 1 i i '1 J/"--:! IIi !,...,.' ;,. : :! !! -I I 1 I. I : 'j' i 1 ! ! .--+-.. -~:_--.. L_t,(.'t-f~"':i-~.-";_~_~h,,-<~~'-~5!'{,.l~--~_f--~_L-1----I--"~: I;; 1---.. t-;---·~--"+--1 ; .! !. I I' 1 • ; rft -, 'i I! I' ! IIi 1 I ", ~ t.. .;.... ~'i Ji J -:.! L' r:~ r i ! ~ -1' '1 I I 1 i 1 ~,t· p, ~ !' (./, <:""" ",,-,I! ._ I. ..!-..... + 1 "~ __ I--._'-. __ '~ ___ ~ ____ ' J:: -l-r-'-;-----jj:'T --;~-T---; -j i i-~;--i --_. '--f--i--r--~r----l-11 -'-T! Ii: ! t -.--.. l--.--t--.. -L--I---4---.-=-~~ ~L·~I.(·~--l--· -.:.-.{-.:-.~--t.---·-~--t--~--f----r-l--+ +!. ~ --;-"--+'''-i j i i : i !:!.; I ,. i I' I· ii-1 !! ;:; i i i l i ! L i i} J " : i I ! ~! ;: i I· i; !,! ! I! I:,·! iii _ i J I I! ~ i ;. < i i l ! I' I' I ;; I· i I I' !' J i [! I .! i ! l ,., -...... '---l-"'-j---'-·---·l-·--t----I~-I--"-t--t-t--+~I'--~ I I T -1-tL'l.· -.--.-t-:-r-r-~ ~'-"r-l--~l . 1--__ 1"' _____ 1 ___ + __ ._ ----I --~---t-------.j.---J--l-~.-~--~-:-L ---t.---.4.--1-1! _ .! I . I :..--'-. I i I~ . t-I' r 1 I I· I! I I , ' ! ! , . 1 I . . I· L f !.: I!. )! I . I 1 I I J---.L...:....J . i I· :..~.--.. -.~-L"-i ~-L--·j-·--r·-·----+--·"·i---"-f--------!-·--·--+----~·-I-_.--f-I !! 1---1 ~T---I--'T-j--~ ", ; i . ! I . 1 I! !: Ii! I I If. ' . I I "! I I! 1 1 i i! I· !! I iIi i !!, ' .--" , FORM 366C DAWeb RECK· ENGINEERING COMPANY I ~\:C~I'~~LC~~~\WJ'Jg 509 ELM AVENUE. CARLSBAD, CALIFORNIA 92008' TELEPHONE.· A~EA.CODE 71f . 729·4987 . ~ FORM 366C DAWCO Date ______ JobnS94£ By Sheet~of 4Sheets RUC[( ENGINEERING COMPANY I ~\tg~II~~Lcm~~TtE":~ 509 ELM AVENUE· CARLSBAD_. CALIFORNIA 9200_8,"': ""'~t e"f"ILJ"frl-If':'" AnrA "''''nl':'' ay'l A . _ '7IlD_AQD.7 _ ... '';:, FORM 366C OAWCO " " • Oate ______ Job# '3$/8 , By RICK, ENGINEERING COMPANY I ~\t~~I,~1lc~U~VWm 509 ELM ,AVENUE ~, CARLSBAD" CALIFORNIA 92008 T ~ 1 ~ P 1-1 n r\l ~ A' R ~ A r: n 111"· '"Ll~~"-------,·-",-" ....... -"-,,,,,-,-=-_ ' ... FORM 366C OAWCO " •• . Oate ______ Job# ... f94fJ' BY_ ........ >={~·='E.=,-LY/~'" ___ Sh~etLZ.of~Sheets '. RICK .ENGINEERING COMPANY I ~\tC~"~~Lcm~~Ttm :~~ ""E..!';~~ ~':E'NUE·'. ~!,.RL~S"B~~-";~~~'LIFOR~I;-_9~~~~ e' ! I I L i . Ii') i-I -I I~ I' j' I II" . I -i I ! l· Ji I ! , IlL • I 'I I Ii' I 1 .,. --.,......--t--, --',-'-'''1'---'-, --;--~-f---'i--,+-""_---1-----'-"'---;-'-r----1--.---' -' .... ---!-~---.---.. 1 , .. I I I 'I I . I I ., I . I '\ '. , 'I l I! . Ii! . I' I I !! I I I. I ;; i .. .....:...j.. .... ::....l-.-+--.!---t.---.~-----l-. __ J_ . ....! __ I-__ ---i---t--·-l--.. ---+-.~~-l--.---. .}--+--+-_...!_-+._L_ _.-+-.....;.-:---\. -'-"j I ! iii I ~-! 1 I! I· I . I 1 I I I ! ill ; ! I Iii I :; I -! t-'! ! I, I!. !; i -, ' j --l-'l" -'--T-------r -"r--l----l-'-T'-r--'--l--iT j--' '--T-'-',"-· jl .--'-'-T-'-rli-:--T-' ---r-'-r--r-+--'r-r----r"'--- , i! !!. .• I !; ,.J . I I j :: '-l i , I • I . i I !--l-I ~ • 1 ; I' ,. I , ;! "I. I : I I!! I! I ! I,' i" i i: l.: I f-..:J. i. _.+--... ·-·-[--+---·f----+----+--+--.--+_.-!---+----'-+--+--1-'--'-r--!--t-. --t--.t--r-t---;-·-·-;.---r .. '''1 __ 1,1:1,·_·--~-.i,~.,'.,I_-_-_._ I,'!.,' __ ~ I I I i j I !! ill' I I 1 I! I ; i i 0.4 _ __ --• __ -40 ____ i ____ l __ · ~~.--.f--._v{_.-.~.--n __ .~. __ -+ __ ·I_ .. _--.-~--+--.--_.t----i----t--+--t---+· __ ·i--+--"--+"-'~-~--"4--" 'I iii ! I I ill !. 'I II li!·1 ;: I i !! . I I ," .. ' I 1 " !, " I _..).. ___ ~: .. __ ..L. _______ j_ .. --:---t---. ---r'-'-+--r-:: --.-i------f--·-t--!--·--t--4--+--' -"-~-1'--i--i--'-';--'-"~---r---·-i·---r-.. ·-r'··· 'f I ' ! I! ! I I !!: ! . i I. I I I ~ -I 1 I l j 1 11 i !. I :' 1 ! iii 1 -! iii. ! i -i !; t. . .. _....,......... ... ~:_._ .... _. . __ J __ ..J.. ___ ji ~ c--;....-.-~-L-f-~--j .. --~_j_-_l-L-!----. --.-!--.~.---+--__ I --}...~..:. f---~---'';'''---'I!''''''-'''i . ' :! !!. v! i .!. I I L i -! I !! I ,! I.; Ii' I 'I I !! I! I 1 I. " . , ,;'1 I 1 ! i . Ii! . i i! 1 . I i I ..... I I! i 1 t • _ I----T .. ·-r---r--f·---t --:---T------r--j-·j---'-r--r-T-:---:--"-I--1--i ';-'-'-'+-I-'Lt-:"'1--'j~'-T-----r--7--·~r--.. ·<11 i i: ! i j !! I .!..! 1 '1 I! . 1 !. ! j : 1 ! ... !-__ , .. ---t .. -----c-_____ 1_ .. __ i ____ J ___ .---...,-... -_---1----~.-_:__+-----1---1-'--1-----1---,---:......,--+---t--_·_]....--,-·-_· ....... ·--·1 . ! ii-I 1 I ; I I I I 1 1 I I' ! I I !I I \' !!.. t I ! ; j. '! I ; r i I j! i . . I ~ l : . : . I ~-.. ~ . ·FORM 366C DAWCO lUCK ENGINEERING COMPANY I ~\:'~~II~~LC~~~~~WJg 509 ELM AVENUE. CARLSBAD, ·CALIFc)RNIA 92008 TELEPHONE.. • ... A~EA CODE' 714 .. .729.4987 . ..J :. '.'. I" I .. ..-3': ~~-.. t T ... 1344.:1f, '. 1 , • Title Insurance and Trust Company ." ~. 220 "A" STREET' p, 0, BOX 1150 • SAN DIEGO. CALIFORNIA 92112 • TELEPHONE (714) 239-6081 >;i;':'.: LA COSiA LAND CO~ COSTA DEL MAR ROAD RANCHO LA CCSTA9 CALIFORNIA ATTN8 BURTON KRAMER SEPTEMBER 59 1913 YOUR REFERENCES CARLSBAD TRACT 12=24~ SPANISH VILLAGE AT LA COSTA~ UNIT NO~ 1 OUR ORDER NO$ 8 955541 AMENDED PRELIM,INARY SUBDIVISION REPORT FOR TENTATIVE MAP~ FOR THE BENEFIT OF THE SUBDIVrDER~ THE SUBDIVIDERDS ENGINEER~ THE COUNty OF SAN DXEGO~ AND ANY CITY WITHIN WHICH THE' SUBDIVISION IS LOCATEDe IN CONNECTION WITH THE PROPOSED RECORDATION OF THE SUBDIVISION MAP, A PRELIMINARY EXAMINATION OF THOSE PUBLIC 'RECORDS WHICH UNDER THE RECORDING LAWS IMPART CONSTRUCTXVE NOTICE OF MATTERS RELATING TO SAXD LAND~ DISCLOSES THE FOLLOWING MAirERs~ VESTE~8 THE TRUSTEES OF CENTRAL STATES0 SOUTHEAST AND SOUTHWEST AREAS PENSION FUND EXCEPT IONS 8 955541 AMD PAGE RECEIVED OCTl71973 CITY Of CARLSBAD Engineering Department 1 .. .. I , • 1m GENERAL AND SPECIAL COUNTY AND CITV TAXES FOR THE FISCAL VEAR B 1973~74 A LiEN NOT YET PAYABLE~ 211) AN EASEMENT PURPOSES STATED IN FAVOR OF FOR RECORDED AFfECTS AFFECTING THE PORTION OF S"AID LAND AND FOR THE HEREIN~ AND INCIDENTAL PURPOSES THE SAN DIEGO COUNTY FLOOD CONTROL DRAINAGE CHANNEL FEBRUARY ll~ 19100 RECORDERoS fILE NO& 25741 A 10@OO FOOT STRIP OF LAND LYING 5®OO FEET EACH SIDE OF A CENTER LINE DESCRIBED AS FOLLOW·S8 BEGINNING AT THE SOUTHEAST CORNER OF LOT 109 OF LA COSTA SOUTH U~IT NOll) l~ ACCORDING TO MAP THEREOF NO~ 6117~ FILED IN THE OFFICE OF COUNTY RECORDER OF SAN DIEGO COUNTYa THENCE ALONG THE SOUTH LINE OF SAID MAP NO~ 6117~ NORTH 89@18°37" WEST~ 404$10 FEET TO THE EAST LINE OF THE WEST 50 ACRES OF SAID SOUTH HALF OF THE SOUTHWEST QUARTERs THENCE ALONG THE EAST LINE OF SAID WEST 50 ACR~S~ SOUTH OD33 0 05" WEST0' 330~82 FE~T TO THE TRUE POINT OF BEGINNINGs THENCE NORTH 890 264 S5" WEST~ 60800 FE.ET 955541 AMD PAGE 2 . . .. ~ .. I , > • THE LAND REFERRED TO HEREIN IS SITUATED IN THE STATE OF 'ALIFORNXA~ COUNTY OF SAN DXEG09 AND IS DESCRI8ED AS FOLLOWS 8 ~CARLSBAD TRACT 72-24. UNIT NOa 1." BEING A SUBDIVISION OF A PORTION OF THE SOUTH HALF OF THE SOUTHWEST QUARTER OF SECTION 36. TOWNSHIP 12 SOUTH. RANGE 4 WEST. SAN BERNARDINO MERJDIAN~ IN THE CITV OF CARLS8AD9 IN THE COUNTY OF SAN DIEG09 STATE OF CALIFORNIA~ ACCORDING TO OFFICIAL PLAT THEREOF 955541 AMD PAGE :3