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HomeMy WebLinkAbout3288; CARLSBAD VILLAGE DR STREETSCAPE; COMPACTION REPORTS; AN, American Engineering Laboratories, Inc. 7940 Arjons Drive, Suite A San Diego, CA 92126 Telephone (619) 695-3730 San Diego 0 Modesto 0 Corona 0 Yucca Valley Apple Valley JAN 0 8 1990 MUNICIPAL PROJ,~QTSI DIVI.SION' Date: D'&cember 28, 1989 To: CITY OF CARLSBAD 2075 Los Palmas Drive Carlsbad, CA 92009 Project: RANCHO SANTA FE ROAD Carlsbad, CA Project #: 1-1-339 Gentlemen: Enclosed are the compaction reports for the dates of: 12/11/89, 12/12/89 All work monitored by our technicians and inspectors was done in accordance with the applicable codes and specifications, unless otherwise noted. Should you have any further questions, please do'not hesitate to contact our office-. AMERICAN ENGINEERING LABORATORIES, INC. Reviewed by: ROBERT M. Z~~KELI, Operations Manager Page 1 of I AMERICAN ENGINEERING LABORATORIES, INC. a-1'40 Arlon, Dr.. Ste. A 0 350 S. Maple St., Unit K 0 515 Galaxy Way 0 58945 Business Cir. Dr., Unit A 0 13641 John Glenn Rd., Ste. C San Diego, CA 92126 Corona, CA 91720 Modesto, CA 95356 Yucca Valley, CA 92284 Apple Valley, CA 92307 (619) 695-3730 (714) 272-4230 (209) 576-0813 (619) 228-1754 (619) 247-8445 INSPECTION REPORT Project # — I [ ___3 3 Project Name (per plans) Project Address (legal) — CJP4 _514~1,11J~~ Architect Engineer Contractor Report No. Building Permit No Plan File No. Govt. Contract No. OSA or OSHPD # Other INSPECTION CODE -f- MAT'L SAMPLING CITY MATERIAL DESCRIPTION INSPECTION CHECKLIST — OSHPD I'll — Concrete Cylinders — — Rinf.: Rebar Plan & Specs — OSA I'll — Cement — — Rinf.: W.W.F. Clearances — Specialty P49 — Mortar Samples — — Rinf.: Tendons Positions — Mechanical PIO — Grout Samples — — Conc.: Mix #/psi Sizes — Electrical P09 — Masonry Prisms — — Conc.: Mix #/psi Laps — Roofing P17 — Masonry Block — — Conc.: Mix #/psi Future Continuity #/psi — Concrete P12 — Fireproofing — — Grout: Mix #/psi Consolidation — Masonry P13 — Units (block or brick) — — Mortar: Type/psi Mortar Balching — Struct Steel P15 — Asphaltic Concrete — — Units: Block Electrode Storage — Prestress Conc P14 — Roofing — — Units: Brick Torque Applied — Pile Driving P16 — Reinf. Steel — — Steel — Fireproofing P47 — Steel — — H.S. Bolls — Waterproofing P48 — H.S. Bolts — — Metal Decking — Non-Destructive P31 — Tendon (PT Strands) — — Electrodes — Soils Technician P22 — Other — Fireproofing Corrective action required — Batch Plant P18 — Other — Other — Boll Pull-Out P33 I — Other Corrections completed INSPECTION DATE: I D~_ / A- Ic = t— S 0 / -D,r- k---) Q I J I _~_ ~' _Q_ t-- !~: 0 'D ~Q I, C' CERTIFICATION OF COMPLIANCE: All of the reported work, unless otherwise noted, complies with approved plans,. specifications and applicable sections of the building codes. T report c th locations of the work inspected only and does not constitute engineering opinion or project control. INSPECTOR NAME P Y~ INSPECTOR COMPANY I.D. NO. (Print Clearly) INSPECTOR SIGNATURE CERT. # NOTE: Inspections based on 4 hour minimum, 8 hour minimum after 4 hours, 2 hour minimum for all cancellations. Overtime effective on Saturday and after 3:30 p.m. on weekdays. DATE AMERICAN ENGINEERING LABORATORIES, INC. Ll-?<4'0 Arjons Dr., Suite A 0 350 S. Maple St., Unit K 0 515 Galaxy Way 0 58945 Business Center Dr., Unit A San Diego, CA 92126 Corona, CA 91720 Modesto, CA 95356 Yucca Valley, CA 92284 (619) 695-3730 (714) 272-4230 (209) 576-0813 (619) 228-1754 CLIENT: PROJECT: DATE: 1 I.D. NO.: PROJECT NO.: REPORT OF FIELD COMPACTION TEST TEST # LOCATION OF TEST FIELD MOISTURE % OPTIMUM MOISTURE % FIELD 80* DENSITY MAXIMUM DRY DENSITY PERCENT RELATIVE COMPACTION PERCENT REL. COMP. REOUIRED REMARKS: TEST # LOCATION OF TEST `5 7-A-T- C' C(,- FIELD MOISTURE % OPTIMUM MOISTURE % FIELD OWDENSITY h(A XIMUM DRY DENSITY PERCENT RELATIVE COMPACTION PERCENT REL. COMP. REOUIRED REMARKS: Le tl~ C /9 (--7 TEST LOCATION OF TEST I" FIELD MOISTURE % OPTIMUM MOISTURE % FIELD IiIIIII19DENSITY 6-1kY-AVT. F. MAXIMUM DRY DENSITY PERCENT RELATIVE COMPACTION PERCENT REL. COMP. REOUIRED REMARKS: 12-- w, I/ - A- c- TEST LOCATION OF TEST FIEjD MOISTURE % OPTIMUM MOISTURE % I FIELD IWDENSITY LA-~r.`C.F. MAXIMUM DRY DENSITY PERCE NT RE L ATIVE COMPACTION PERCENT REL. COMP. REOUIRED F)r R K S: L4! 1".'_ t I tqflkt 4~0(, TEST # LOCATION OF TEST FIELD MOISTURE % OPTIMUM MOISTURE % FIELD 0 WDENSITY A, %;I i ~~. F. MAXIMUM .. DRY DENSITY PERCENT RELATIVE COMPACTION PERCENT REL. COMP. REOUIRED REMARKS: Lp -I AEL102 (04/89) v 41 L AMERICAN ENGINEERING LABORATORIES, INC. 0 7940 Arions Dr., Suite A 0 350 S. Maple St., Unit K 0 515 Galaxy Way 58945 Business Center Dr., Unit A San Diego, CA 92126 Corona, CA 91720 Modesto, CA 95356 -Yucca Valley, CA 92284 (619) 695-3730 (714) 272-4230 (209) 576-0813 (619) 228-1754 CLIENT: PROJECT: DATE: 2- C-tN, R Ls 6 04D I.D. NO.: PROJECT NO.: REPORT OF FIELD COMPACTION TEST TEST N LOCATION OF TEST FIELD MOISTURE % OPTIMUM MOISTURE % FIELD WW DENSITY F. MAXIMUM DRY DENSITY PERCENT RELATIVE COMPACTION PERCENT REL. COMP. REOUIRED REMARKS: I TEST N LOCATION OF TEST `7 -5 rA_ T— t:R 1-6 7 12- FIELD MOISTURE OPTIMUM MOISTURE FIELD jt6~14 SITY C. F . MAXIMUM DAY DENSITY PERCENT RELATIVE PERCENT REL. COMP. I REMARKS: E Eel/- % % COMPACTION REOUIRED TEST 0 1 LOCATION OF TEST 15 T_)~'"l FIELD MOISTURE OPTIMUM MOISTURE FIELD MW DENSITY MAXIMUM DRY DENSITY PERCENT RE LATIVE PERCENT REMARKS: % % COMPACTION REL C P. RE~UIDRMED 1q.1-r IQ.5,1 TEST N LOCATION OF TEST f\-T— <t' FIELD MOISTURE % OPTIMUM MOISTURE % FIELD ,j!rDE . NSITY P.0 F MAXIMUM DRY DENSITY PERCENT RELATIVE COMPACTION PERCEN. T REL. COMP. REOUIRED REMARKS. - Fck,\ ~ LA T-e- TEST N LOCATION OF TEST 15 1 Q7 5 FIELD MOISTURE % OPTIMUM MOISTURE % FIELD DON-DENSITY f,~P:C.F. MAXIMUM DRY DENSITY PE!CENT RE ATIVE COMPACTION PERCENT REL. REG= REMARKS: Le-Z/ - I -if t- I tqLl. w') 01 6"~ - '~'- AEL102 (04/89) , k A "5 AMERICAN ENGINEERING LABORATORIES, INC. e'7940 Arjons Dr., Suite A 0 350 S. Maple St., Unit K 0 515 Galaxy Way 0 58945 Business Center Dr., Unit A San Diego, CA 92126 Corona, CA 91720 Modesto, CA 95356 Yucca Valley, CA 92284 (619) 695-3730 (714) 272-4230 (209) 576-0813 (619) 228-1754 CLIENT: PROJECT: DATE: I.D. NO.: C PROJECT NO.: REPORT OF FIELD COMPACTION TEST TEST # LOCATION OF TEST S-~ T- FIELD MOISTURE % OPTIMUM MOISTURE % FIELD MY DENSITY P C. F. MAXIMUM DAY DENSITY PERCENT RELATIVE COMPACTION PERCENT REL. COMP. REQUIRED REMARKS: CQ~ t,4,- C~l- C-!Fc-, I-, -~ \J~ \~ TEST If LOCATION OF TEST f~2 I ' FIELD MOISTURE % OPTIMUM MOISTURE % FIELD WPr DENSITY MAXIMUM DRY DENSITY PERCENT RELATIVE COMPACTION PERCENT REL. COMP. REQUIRED RIPKL I 3 TEST N LOCATION OF TEST —IA-*1 *2- -7 FIELD MOISTURE % OPTIMUM MOISTURE % . 14-Qj7T.F. FIELD QkW DENSITY MAXIMUM DRY DENSITY PERCENT RELATIVE COMPACTION PERCENT REL. COMP. REQUIRED REMARKS: Arc-. Aa~ vi, TEST # LOCATION OF TEST 11 Y FIELD MOISTURE % OPTIMUM MOISTURE % L FIELD IM DENSITY U Q-UrC.F. MAXIMUM DRY DENSITY PERCENT RELATIVE COMPACTION PERCENT REL. COMP. REQUIRED REMARKS: Li `7 t Lfi- S-c" TEST # LOCATION OF TEST 3 FIELD MOISTURE % OPTIMUM MOISTURE % L FIELD -%WDENSITY 4-4~M. F. MAXIMUM -DRYDENSITY PERCENT RELATIVE COMPACTION PERCENT REL COMP. REQUIRED REMARKS: j k"k 'AEL102 (04/89) 1w5 AMERICAN ENGINEERING LABORATORIES, INC. 0-IT4-0 Arjons Dr., Suite A 0 350 S. Maple St., Unit K 0 515 Galaxy Way 0 58945 Business Center Dr., Unit A San Diego, CA 92126 Corona, CA 91720 Modesto, CA 95356 Yucca Valley, CA 92284 (619) 695-3730 (714) 272-4230 (209) 576-0813 (619) 228-1754 CLIENT: PROJECT: -::~ N o DATE: 0 I.D. NO.: PROJECT NO.: REPORT OF FIELD COMPACTION TEST T EST 0 LOCATION OF TEST FIELD OPTIMUM FIELD MAXIMUM PERCENT REMARKS: MOISTURE MOISTURE % =E . NSITY C F . DRY DENSITY P ERCENT RELATIVE COMPACTION REL. COMP. REQUIRED [qq. f '~- &' IS-- TEST If LOCATION OF TEST P'Q 1 -7 FIELD OPTIMUM FIELD MAXIMUM PERCENT PERCENT REMARKS: MOISTURE % MOISTURE % -1111W DENSITY DRY DENSITY RELATIVE COMPACTION REL. COMP. REG U.RE' 6F C_'e C) q E': I TEST # LOCATION OF TEST, 1 7 *L FIELD MOISTURE % OPTIMUM MOISTURE % FIELD UWPPDENSITY &kl-44P.C.F. MAXIMUM DAY DENSITY PERCENT RELATIVE -COMPACTION PERCENT REL. COMP. REQUIRED REMARKS: I q 67,g pr TEST 0 LOCATION OF TEST FIELD MOISTURE % OPTIMUM MOISTURE % - FIELD DRY DENSITY P.C.F. MAXIMUM DRY DENSITY PERCENT RELATIVE -COMPACTION PERCE N. T REL. COMP. REQUIRED REMARKS: TEST 9 LOCATION OF TEST FIELD MOISTURE % OPTIMUM MOISTURE % FIELD DRY DENSITY P.C.F. MAXIMUM .. DRY DENSITY PERCENT RELATIVE COMPACTION PERCENT REL COMP. REQUIRED REMARKS: AEL102 (04/89) AMERICAN ENGINEERING LABORATORIES, INC. W1940 Arjons Dr., Suite A 0 350 S. Maple St., Unit K 0 515 Galaxy Way 0 58945 Business Center Dr., Unit A San Diego, CA 92126 Corona, CA 91720 Modesto, CA 95356 Yucca Valley, CA 92284 (619) 695-3730 (714) 272-4230 (209) 576-0813 (619) 228-1754 CLIENT: P~ PROJECT: 1-2-pi.t-cq REPORT OF FIELD COMPACTION TEST DATE: Z—S-~ I.D. NO.: J~) PROJECT NO.: t 13,37 1 6 J~,- 3 TEST 4 LOCATION OF TEST k M 5 FIELD MOISTURE % OPTIMUM MOISTURE % FIELD 6~~SITY C.F MAXIMUM DRY DENSITY PERCENT RELATIVE COMPACTION PERCENT REL. COMP. -REGUIRED REMARKS: (1c P-11— 0 (-,:- Fc,'~' ~ u'u'- 5c- Lt C, TEST III LOCATION OF TEST -5 a 9 -Z-C.5 ~ --- r,-- T- L FIELD MOISTURE % - OPTIMUM MOISTURE % FIELD. NSITY C F. MAXIMUM DRY DENSITY PERCENT RELATIVE COMPACTION PERCENT REL. COMP. _REQUIRED_ REMARKS: tqGl Lt TEST N LOCATION OF TEST T FIELD OPTIMUM FIELD MAXIMUM PERCENT PERCENT REMARKS: MOISTURE MOISTURE OW DENSITY DRY DENSITY RELATIVE REL. COMP. % % F. C-oMPftC"qN REOUIRED EYE V. TEST # LOCATION OF TEST S' 0'F FIELD MOISTURE % OPTIMUM MOISTURE FIELD ~LWE . NSITY C F MAXIMUM DRY DENSITY PERCENT RELATIVE COMPACTION PERCENT REL. COMP. REOUIRED REMARKS: L61 (YJ-,t--7 TEST N LOCATION OF TEST FIELD MOISTURE % OPTIMUM MOISTURE % FIELD ,;E . NSITY tr .0 F MAXIMUM DRY DENSITY PERCENT RELATIVE COMPACTION PERCENT REL. COMP. REOUIRED REMARKS: 6 kt, L t liz AEL102 (04/89) 0 AMERICAN ENGINEERING LABORATORIES, INC. Q119-40 Arjons Dr., Suite A 0 350 S. Maple St., Unit K 0 515 Galaxy Way 0 58945 Business Center Dr., Unit A San Diego, CA 92126 Corona, CA 91720 Modesto, CA 95356 Yucca Valley, CA 92284 (619) 695-3730 (714) 272-4230 (209) 576-0813 (619) 228-1754 CLIE NT: PROJECT: DATE: c- I.D. NO.: PROJECT NO.: REPORT OF FIELD COMPACTION TEST TEST 0 LOCATION OF TEST -4.1 -a (5 6 -t— t 1 -5'/-(, ~?_ ile -(-~e ~ P a I ~ -Q P —( C' FIELD MOISTURE % OPTIMUM MOISTURE I % FIELD SM DENSITY MAXIMUM DAY DENSITY PERCENT RELATIVE COMPACTION PERCENT REL. COMP. REQUIRED REMARKS: TEST 0 LOCATION OF TEST -51171- J_ -3 T- o f= FIELD MOISTURE OPTIMUM MOISTURE FIELD 0" DENSITY MAXIMUM Y 0 0 Y PEACE NT RE ATIVE L PERCENT REL. COMP. REMARKS- % % COMPACTION REQUIRED EDRYENSITY 7~-V i J_ ":) TEST # LOCATION OF TEST TA~ C' I,--- FIELD MOISTURE % OPTIMUM MOISTURE % FIELD AW DENSITY C. F. MAXIMUM DRY DENSITY PERCENT RELATIVE COMPACTION PERCENT REL. COMP. REQUIRED REMARKS: TEST N LOCATION OF TEST 4- FIELD MOISTURE OPTIMUM MOISTURE FIELD "* DENSITY MAXIMUM DRY DENSITY PERCENT RE L ATIV E PERCENT REL. COMP. REMARKS: jP L % % AltF6.C.F. COMPACTION REQUIRED t~ Ld-- q c -7 t -q 6- _` 5-- I TEST If LOCATION OF TEST '?__ V FIELD MOISTURE % OPTIMUM MOISTURE % FIELD 4" DENSITY MAXIMUM DRY DENSITY PERCENT RELATIVE COMPACTION PERCENT REL. COMP. REQUIRED A E KWR K S; tq~, 2-- AEL102 (04/89) /~ .3 AMERICAN ENGINEERING LABORATORIES, INC. D-TIA-0 Arjons Dr., Suite A 0 350 S. Maple St., Unit K 0 515 Galaxy Way 0 58945 Business Center Dr., Unit A San Diego, CA 92126 Corona, CA 91720 Modesto, CA 95356 Yucca Valley, CA 92284 (619) 695-3730 (714) 272-4230 (209) 576-0813 (619) 228-1754 CLIENT: PROJECT: REPORT OF FIELD COMPACTION TEST -2 DATE: I.D. NO.: C~~ -~' PROJECT NO.: .-B d JZ TEST N LOCATION OF TEST '5 FIELC~ MOISTURE % OPTIMUM MOISTURE I % FIELD SOW DENSITY MAXIMUM DRY DENSITY PERCE NT RELATIVE COMPACTION PERCENT REL. COMP. REQUIRED REMARKS: > Ile t-A TEST N LOCATION OF TEST '57-A-T-- ci+- FIELD MOISTURE % OPTIMUM MOISTURE % FIELD VJWDENSITY MAXIMUM DRY DENSITY PERCENT _L COMPACTION 0 P CT.ON PERCENT REL. COMP. REOUIRED REMARKS: 2 L jRELATIVE [ # LOCATION OF TEST 75 7-A -f— CtTEST N Pv7 c) FIELD MOISTURE % OPTIMUM MOISTURE % FIELD UK DENSITY MAXIMUM DRY DENSITY PERCENT RELATIVE COMPACTION PERCENT REL. COMP. REOUIRED REKLARKS: TEST # LOCATION OF TEST 51) ~1 '~ 1, -3 C) FIELD MOISTURE OPTIMUM MOISTURE % f-A FIELD MR DENSITY C. F. MAXIMUM DRY DENSITY PERCENT RELATIVE COMPACTION PERCENT MEL. COMP. REGUIRED RF.WKS: p. A<- TEST # LOCATION OF TEST 7 ~1 1 -7, T- FIELD MOISTURE % OPTIMUM MOISTURE % FIELD SW DENSITY AW-".C.F. MAXIMUM DRY DENSITY PERCENT RELATIVE COMPACTION PERCENT REL. COMP. REOUIRED RE OLARKS: ~ UR.I,/ -ar-)--~ 14,5~j 17L V, AEL10 2(04/89) )2'Wj 1~ American Engineering Laboratories, Inc. 7940 Arjons Drive, Suite A San Diego, CA 92126 Telephone (619) 695-3730 San Diego 0 Modesto 0 Corona 0 Yucca Valley Apple Valley arm To: CITY OF CARLSBAD Date: December 7, 1989 2075 Los Palmas Drive Carlsbad, CA 92009 Project: RANCHO SANTA FE ROAD Project #: 1-1-339. Carlsbad, CA Gentlemen: Enclosed are the compaction reports for the dates of: 11/17/89 All work monitored by our technicians and inspectors was done in accordance with the applicable codes and specifications, unless otherwise noted. Should you have any further questions, please do not hesitate to contact our office. AMERICAN ENGINEERING LABORATORIES, INC. Reviewed by: M. ~j7l~ ROBERT M. ZIKZZI, Operations Manager 1-CfTY OF CARLSBAD~ AMERICAN ENGINEERING'LABORATORIES, INC.- 0 7940 Arions Dr., Ste. A 0 350 S. Maple St., Unit K 0 515 Galaxy Way 0 58945 Business CIr. Dr., Unit A 0 13641 John Glenn Rd., Ste. C San Diego, CA 92126 Corona, CA 91720 Modesto, CA 95356 Yucca Valley, CA 92284 Apple Valley, CA 92307 (619) 695-3730 (714) 272-4230 (209) 576-0813 (619) 228-1754 (619) 247-8445 CLIENT: PROJECT: DATE: J-1 — 0 G I.D. NO.: PROJECT NO.: REPORT OF FIELD COMPACTION TEST TEST N LOCATION OF TEST q ccj~vzcVA C~ FIELD MOISTURE % OPTIMUM MOISTURE % FIELD DRY DENSITY P.C.F. MAXIMUM DRY DENSITY PERCENT RELATIVE COMPACTION PERCENT REL. COMP. REQUIRED REMARKS: 4'-'e A F 5 F r -ol ell, t-2 I TEST 9 LOCATION OF TEST A- A0 f C' g'A P FIELD MOISTURE % OPTIMUM MOISTURE % FIELD DRY DENSITY P.C.F. MAXIMUM DRY DENSITY PERCENT RELATIVE COMPACTION PERCENT REL. COMP. REQUIRED I REMARKS: I q -0 1 9.. L-, (2- S,'-) k -Z - 1) If - T - -,~ I TEST N LOCATION OF TEST + FIELD MOISTURE % OPTIMUM MOISTURE % FIELD DRY DENSITY P.C.F. MAXIMUM DRY DENSITY PERCENT RELATIVE COMPACTION PERCENT REL. COMP. REQUIRED REMARKS: C;. i,,-g,7 (~,;t TEST U LOCATION OF TEST 20 + AD f114)s(i FIELD MOISTURE % OPTIMUM MOISTURE % FIELD DRY DENSITY P.C.F. MAXIMUM DRY DENSITY PERCENT RELATIVE COMPACTION PERCENT REL. COMP. REQUIRED REMARKS: FOP-A 9~P 1 9, C (3A. -7 9c(',P 11 ~;- TEST N LOCATION OF TEST FIELD MOISTURE % OPTIMUM MOISTURE % FIELD DRY DENSITY P.C.F. MAXIMUM DRY DENSITY PERCENT RELATIVE COMPACTION PERCENT REL. COMP. REQUIRED REMARKS: L 1 7-9 1 S, (3 2, 0 A E L 162 (0.4'/,89) AMERICAN ENGINEERING'LABORATORIES9 INC. 0 7940 Arions Dr., Ste. A 0 350 S. Maple St., Unit K 0 515 Galaxy Way 0 58945 Business Ctf. Dr., Unit A 0 13641 John Glenn Rd., Ste. C San Diego, CA 92126 Corona, CA 91720 Modesto, CA 95356 Yucca Valley, CA 92284 Apple Valley. CA 92307 (619) 695-3730 (714) 272-4230 (209) 576-0813 (619) 228-1754 (619) 247-8445 CLIENT: PROJECT: DATE: C-' A C L () 0A 9 V A10CA 1) 'GAtITA I.D. NO.: PROJECT NO.: REPORT OF FIELD COMPACTION TEST TEST 0 LOCATION OF TEST '2 ., ?-A 911! —~- FIELD MOISTURE % OPTIMUM MOISTURE % FIELD DRY DENSITY P.C.F. MAXIMUM DRY DENSITY PERCENT RELATIVE COMPACTION PERCENT REL. COMP. REQUIRED REMARKS: &94f? I? TEST N I LOCATION OF TEST I 4,'T-A Ze-)A- -4 W flAiSd FIELD OPTIMUM FIELD MAXIMUM PERCENT PERCENT REMARKS: MOISTURE MOISTURE DRY DENSITY DRY DENSITY RELATIVE REL. COMP. % % P.C.F. COMPACTION REQUIRED fj- TEST N LOCATION OF TEST (~cf-h r2— 6 1:7 - + - e- 9 0 154 (~4%-GCZ F-A'P& FIELD MOISTURE % OPTIMUM MOISTURE % FIELD DRY DENSITY P.C.F. MAXIMUM DRY DENSITY PERCENT RELATIVE COMPACTION PERCENT REL. COMP. REQUIRED REMARKS: e-'al Rnvo 1 9 - - -y 1 '8 , ~- ( .3 & - - I 1~ . 2 , b /'.) d- -1 ~? TEST 9 LOCATION OF TEST 1;-VA 24*:~6 A-46 f7114 VPA 0- Ltg6f-A I)E FIELD MOISTURE % OPTIMUM MOISTURE % FIELD DRY DENSITY P.C.F. MAXIMUM DRY DENSITY PERCENT RELATIVE COMPACTION PERCENT REL. COMP. REQUIRED REMARKS: e- -f 5 TEST 4 LOCATION OF TEST FIELD MOISTURE % OPTIMUM MOISTURE % FIELD DRY DENSITY P.C.F. MAXIMUM DRY DENSITY PERCENT RELATIVE COMPACTION PERCENT REL. COMP. REQUIRED REMARKS: f T .121A 13-2 --o 9 AEL102 (04/89) AMERICAN ENGINEERING'LABORATORIES, INC. 0 7940 Arjons Dr., Ste. A 0 350 S. Maple St., Unit K 0 515 Galaxy Way 0 58945 Business Mr. Dr., Unit A 0 13641 John Glenn Rd.. Ste. C San Diego, CA 92126 Corona, CA 91720 Modesto, CA 95356 Yucca Valley, CA 92284 Apple Valley, CA 92307 (619) 695-3730 (714) 272-4230 (209) 576-0813 (619) 228-1754 (619) 247-8445 CLIENT: PROJECT: DATE: e_vT-(' 'rF C4LSm(? I.D. NO.: PROJECT NO.: REPORT OF FIELD COMPACTION TEST TEST N LOCATION OF TEST f7b f71415k~ ~Y%,W>Cj_jZAPE FIELD MOISTURE % OPTIMUM MOISTURE % FIELD DRY DENSITY P.C.F. MAXIMUM DAY DENSITY PERCE ' NT RELATIVE -COMPACTION PERCEN . T REL. COMP. REOUIRED REMARKS: TEST 4 LOCATION OF TEST ~TA 2 (2 + 1 .6 FIELD MOISTURE % OPTIMUM MOISTURE % FIELD DRY DENSITY P.C.F. MAXIMUM DRY DENSITY PERCENT RELATIVE COMPACTION PERCENT . REL. COMP REOUIRED REMARKS: &' t4 F-el IL I vuo I n-b t ('I --i, 1 241) & q 1) TEST N LOCATION OF TEST ,~T'A 12 Vi + 1; 1) f—;;LEV Y S-6`1 FIELD MOISTURE % OPTIMUM MOISTURE % FIELD DRY DENSITY P.C.F:._ MAXIMUM DRY DENSITY PERCENT RELATIVE COMPACTION PERCENT REL. COMP. REQUIRED REMARKS: TEST N LOCATION OF TEST ,;-fh ?h4 FIELD MOISTURE % OPTIMUM MOISTURE % FIELD DRY DENSITY P.C.F. MAXIMUM DRY DENSITY PERCENT RELATIVE COMPACTION PERCENT REL. COMP. REOUIRED REMARKS: C-0ta firf-0-1 12-"6 1 11 't, 1 KI-7 IS-3 "10 TEST N LOCATION OF TEST FIELD MOISTURE % OPTIMUM MOISTURE % FIELD DRY DENSITY P.C.F. MAXIMUM DRY DENSITY PERCENT RELATIVE COMPACTION PERCENT REL. COMP. REOWRED REMARKS: AEL102 (04/89) AMERICAN ENGINEERING LABORATORIES, INC. 0 7940 Arlons Dr., Ste. A 0 350 S. Maple St., Unit K 0 515 Galaxy Way 0 58945 Business Ctr. Dr., Unit A 0 13641 John Glenn Rd.. Ste. C San Diego, CA 92126 Corona, CA 91720 Modesto, CA 95356 Yucca Valley, CA 92284 Apple Valley, CA 92307 (619) 695-3730 (714) 272-4230 (209) 576-0813 (619) 228-1754 (619) 247-8445 CLIENT: PROJECT: DATE: FAje-q6 r,-49'IA fF- R40AV I.D. NO.: PROJECT NO.: REPORT OF FIELD COMPACTION TEST TEST N LOCATION OF TEST ,~—tA Zn- -+L)4 FIELD MOISTURE % OPTIMUM MOISTURE % FIELD DRY DENSITY P.C.F. MAXIMUM DRY DENSITY PERCENT RELATIVE COMPACTION PERCENT REL. COMP. REQUIRED REMARKS: TEST 9 LOCATION OF TEST 'Alt 2-V-S + L;b FIELD MOISTURE % OPTIMUM MOISTURE % FIELD DRY DENSITY P.C.F. MAXIMUM DRY DENSITY PERCENT RELATIVE COMPACTION PERCENT REL. COMP. REQUIRED REMARKS: Ca4f7of t- )1 ,6 put, 0_16 TEST # LOCATION OF TEST e.~ 1-6 t-qj,0 aev FIELD OPTIMUM FIELD MAXIMUM PERCENT PERCENT REMARKS: MOISTURE MOISTURE DRY DENSITY DRY DENSITY RELATIVE REL. COMP. % % P.C.F. COMPACTION REQUIRED )I , t) I jit, I m- n, . q 6 , TEST N LOCATION OF TEST FIELD MOISTURE % OPTIMUM MOISTURE % FIELD DRY DENSITY P.C.F. MAXIMUM DRY DENSITY PERCENT RELATIVE COMPACTION PERCENT REL. COMP. REQUIRED REMARKS: TEST # LOCATION OF TEST FIELD MOISTURE % OPTIMUM MOISTURE % FIELD DRY DENSITY P.C.F. MAXIMUM DRY DENSITY PERCENT RELATIVE COMPACTION PERCENT REL. COMP. REQUIRED REMARKS: I AEL102 (04/89) American Engineering Laboratories, Inc. 7940 Arjons Drive, Suite A San Diego, CA 92126 Telephone (619) 695-3730 San Diego 0 Modesto 0 Corona 0 Yucca Valley Apple Valley To: CITY OF CARLSBAD Date: December 13, 1989 2075 Los Palmas Drive Carlsbad, CA 92009. Proj eQt: RANCHO SANTA FE ROAD Project #: 1-1-339 Carlsbad, CA Gentlemen: Enclosed are the compaction reports for the dates of: 12/8/89 All work monitored by our technicians and inspectors was done in accordance with the applicable codes and specifications, unless otherwise noted. Should you have any further questions, please do not hesitate to contact our office. AMERICAN ENGINEERING LABORATORIES, INC. Reviewed by: kOBERT M. ZIKELI, Operations Manager 1-CITY OF CARLSBAD Project # — t I Z -3 Project Name (per plans) A Page 1 of t AMERICAN ENGINEERING LABORATORIES, INC. G-?94TArions Dr., Ste. A 0 350 S. Maple St., Unit K 0 515 Galaxy Way D 58945 Business Cir. Dr., Unit A 0 13641 John Glenn Rd., Ste. C San Diego. CA 92126 Corona, CA 91720 Modesto, CA 95356 Yucca Valley, CA 92284 Apple Valley, CA 92307 (619) 695-3730 (714) 272-4230 (209) 576-0813 (619) 228-1754 (619) 247-8445 INSPECTION REPORT Report No. — Building Permit No Project Address (legal) O-P-~L J_ 'S_ 6 A- c4 Plan File No. Architect Govt. Contract No. Engineer OSA or OSHPD Contractor Other INSPECTION CODE MATT SAMPLING OTY MATERIAL DESCRIPTION INSPECTION CHECKLIST — OSHPD P11 — Concrete Cylinders Rinf.: Rebar Plan & Specs — OSA P11 — Cement Rint.: W.W.F. Clearances — Specialty P49 — Mortar Samples Rinf.: Tendons Positions — Mechanical PIO — Grout Samples Conc.: Mix #/psi Sizes — Electrical P09 — Masonry Prisms Conc.: Mix #/psi Laps — Rooting P17 — Masonry Block — — Conc.: Mix #/psi Future Continuity #/psi — Concrete P12 — Fireproofing — — Grout: Mix #/psi Consolidation — Masonry P13 — Units (block or brick) — — Mortar: Type/psi Mortar Batching — Struct Steel P15 — Asphaltic Concrete — — Units: Block Electrode Storage — Prestress Conc P14 — Roofing — — Units: Brick Torque Applied — Pile Driving P16 — Reinf. Steel — — Steel — Fireproofing P47 — Steel — — H.S. Bolts — Waterproofing P48 — H.S. Bolts — Metal Decking — Non-Destructive P31 — Tendon (PT Strands) — Electrodes — Soils Technician P22 — Other — Fireproofing Corrective action required — Batch Plant P18 — Other — Other — Bolt Pull-Out P33 — Other Corrections completed INSPECTION DATE: CERTIFICATION OF COMPLIANCE: All of the reported work, unless otherwise noted, complies with approved plans,. specifications and applicable sections of the building codes. This report covers the~ locations of the work inspected only and does not constitute engineering opinion or project control. INSPECTOR NAME JJ INSPECTOR COMPANY I.D. NO. (Print Clearly) INSPECTOR SIGNATURE ~) CERT. # DATE NOTE: Inspections base on 4 hour minimum, 8 hour minimum after 4 hours, 2 hour minimum for all cancellations. Overtime effective on Saturday and after 3:30 p.m. on weekdays. AMERICAN ENGINEERING LABORATORIES, INC. Cg,1-640 Arjons Dr., Suite A San Diego, CA 92126 (619) 695-3730 CLIENT: 0 350 S. Maple St., Unit K 0 515 Galaxy Way Corona, CA 91720 Modesto, CA 95356 (714) 272-4230 (209) 576-0813 PROJECT: JZ JA N- c-H r-, 'D A j~-I-A (r-: 0 58945 Business Center Dr., Unit A Yucca Valley, CA 92284 (619) 228-1754 DATE: 1,-2— I. D. NO.: q-,~~ - - L PROJECT NO.: t '73 -3 1~ REPORT OF FIELD COMPACTION TEST TEST # LOCATION OF TEST I FIELD MOISTURE % OPTIMUM MOISTURE % FIELD DRY DENSITY P.C.F. MAXIMUM DRY DENSITY P ERCENT RELATIVE comP*e"Qt! PERCENT REL. COMP. REQUIRED REMARKS: - tl 13 1)~So e-1 I U TEST # LOCATION OF TEST 6 FIELD MOISTURE OPTIMUM MOISTURE % FIELD DRY DENSITY P.C.F. MAXIMUM DRY DENSITY PERCENT RELATIVE COME&Q_TION PERCENT REL. COMP. REQUIRED REMARKS: C" r C% TEST # LOCATION OF TEST QZ:-Q- FIELD OPTIMUM FIELD MAXIMUM PERCENT REMARKS: MOISTURE % MOISTURE I % DRY DENSITY P. C. F. DRY DENSITY PERCE N T RELATIVE COMPACTION REL. COMP. REQUIRED C, TEST N LOCATION OF TEST I j "j- F. MOISTURE % OPTIMUM MOISTURE % FIELD DRY DENSITY P.C.F. MAXIMUM N PERCENT VE COMPACTION PERCENT REL. COMP. REQUIRED R E M A R K S; 3 1? 2-f?" j1DRYDENSITY AELATi, TEST 0 LOCATION OF TEST c 4::; W- FIELD MOISTURE % OPTIMUM MOISTURE % FIELD DRY DENSITY P.C.F. MAXIMUM 0 . RY DENSITY PERCENT RELATIVE COMPAIqTION PERCENT REL. COMP. REQUIRED REMARKS: arc AEL102 (04/891 AMERICAN ENGI-NEERING LABORATORIES, INC. 91'940 Arjons Dr., Suite A 0 350 S. Maple St., Unit K 0 515 Galaxy Way 0 58945 Business Center Dr., Unit A San Diego, CA 92126 Corona, CA 91720 Modesto, CA 95356 Yucca Valley, CA 92284 (619) 695-3730 (714) 272-4230 (209) 576-0813 (619) 228-1754 CLIENT: PROJECT: 0 AT E: I.D. NO.; PROJECT NO.: REPORT OF FIELD COMPACTION TEST TEST # LOCATION OF TEST -r -v 1'~~ OPTIMUM FIELD MAXIMUM P ERCE NT PERCENT REMARKS: FIELD MOISTURE % MOISTURE % DRY DENSITY P.C.F. DRY DENSITY RELATIVE COMPACTION REL. COMP. REQUIRED Ql,/ - ~- 6- '% t r- oci~4 C. 4-10 -( - '~ ~ tA TEST # LOCATION OF TEST FIELD MOISTURE % OPTIMUM MOISTURE % FIELD DRY DENSITY P.C.F. MAXIMUM DRY DENSITY PERCENT RELATIVE CO PACTION PERCENT REL. COMP. REQUIRED REMARKS: '77 /L I -- I - '-,. \ ~/ ':;~4 tl-% - . A . TEST 4 LOCATION OF TEST FIELD MOISTURE % OPTIMUM MOISTURE % FIELD DRY DENSITY P.C.F. MAXIMUM DRY DENSITY PERCENT RELATIVE COMPACTION PERCE N. T REL. COMP. REQUIRED REMARKS: I I TEST N LOCATION OF TEST FIELD MOISTURE % OPTIMUM MOISTURE % FIELD DRY DENSITY P.C.F. MAXIMUM DRY DENSITY PERCENT RELATI VE COMPACTION PERCE N. T REL. COMP. REQUIRED REMARKS: -7 TEST 9 LOCATION OF TEST FIELD MOISTURE % OPTIMUM MOISTURE FIELD DRY DENSITY P.C.F. MAXIMUM DRY DENSITY PERCENT RELATIVE COMPACTION PERCENT REL. COMP. REQUIRED REMARKS: AEL102 (04/89) TO: American Engineering La4oratories, Inc. 7940 Arjons Drive, Suite A San Diego, CA 92126 RIECEIV Telephone (619) 695-3730 San Diego Modesto - Corona Yucca Valley JAN 0 4 1990 Apple Valley MUNICIPAL PROJIMTS, DIVISION' CITY OF CARLSBAD Date: December 20, 1989 2075 Los Palmas Drive Carlsbad, CA 92009 Proj ect: RANCHO S"TA FE ROAD Project #: 1-1-339 Carlsbad, CA t~ Gentlemen: Enclosed are the compaction reports for the dates of: 12/5/89 All work monitored by our technicians and inspectors was done in accordance with the applicable codes and specifications, unless:otherwise noted. Should you have any further questions, please do not hesitate to contact our office. AMERICAN ENGINEERING LABORATORIES, INC. Reviewed by:' ROBERT M. ZIX9LI, Operations Manager 1-CITY -OF CARLSBAD- AMERICAN ENGINEERING LABORATORIES, INC. 0 7940 Arlons Dr., Suite A 0 350 S. Maple St., Unit K 0 515 Galaxy Way .0 58945 Business Center Dr., Unit A San Dlego,'CA 92126 Corona, CA 91720 Modesto, CA 95356 Yucca Valley, CA 92284 (619) 695-3730 (714) 272-4230 (209) 576-0813 (619) 228-1754 CLIENT: C_ PROJECT: QA DATE: I.D. NO.: P ZOJ 13L/5/,Rcl E C T N 0.: 1- 1- 3-3 ct -REPORT OF FIELD COMPACTION TEST TEST N LOCATION OF TEST Li i so :S_ 6" Rt-la"t &.*It, RA. FIELD MOISTURE % OPTIMUM MOISTURE % FIELD DRY DENSITY P.C.F. MAXIMUM DRY DENSITY PERCENT RELATIVE COMPACTION PEACE N' T REL. COMP. REQUIRED REMARKS: C'On xjj_&O_~ "jd\ %4144" cks~~ -7.4 %-S 131.0 130.0 113-'a . (35.,0 TEST N LOCATION OF TEST' FIELD MOISTURE % OPTIMUM MOISTURE % FIELD DRY DENSITY P.C.F. MAXIMUM DRY DENSITY PERCENT RELATIVE COMPACTION PERCENT REL. COMP. REQUIRED REMARKS: TEST 0 LOCATION OF TEST FIELD MOISTURE % OPTIMUM MOISTURE % FIELD DRY DENSITY P.C.F. MAXIMUM DRY DENSITY PERCENT RELATIVE COMPACTION PERCENT REL. COMP. REQUIRED REMARKS: TEST N LOCATION OF TEST FIELD MOISTURE % OPTIMUM MOISTURE % FIELD DRY DENSITY P.C.F. MAXIMUM DRY DENSITY PERCENT RELATIVE COMPACTION PERCENT REL. COMP. REQUIRED REMARKS: TEST # LOCATION OF TEST FIELD MOISTURE % OPTIMUM MOISTURE % FIELD DRY DENSITY P.C.F. MAXIMUM DRY DENSITY PEACE T RELATINVE COMPACTION PERCENT REL COMP. REQUIRED REMARKS: /)-p) / L~2i/J ( AEL102 (04/89) v AMERICAN ENGINEERING LABORATORIES, INC. 0 7940 Arjons Dr., Suite A 0 350 S. Maple St., Unit K 0 515 Galaxy Way 0 58945 Business Center Dr., Unit A San Diego, CA 92126 Corona, CA 91720 Modesto, CA 95356 Yucca Valley, CA 92284 (619) 695-3730 (714) 272-4230 (209) 576-0813 (619) 228-1754 CLIENT: PROJECT: DATE: I.D. NO.:46~ PROJECT NO.: REPORT OF FIELD COMPACTION TEST TEST 0 LOCATION OF TEST S pck :StcJ~~ 9-13 FIELD MOISTURE % OPTIMUM MOISTURE % FIELD DRY DENSITY P.C.F. MAXIMUM DRY DENSITY PERCENT RELATI V E COMPACTION PERCENT REL. COMP. REQUIRED REMARKS: k4" C" -~)I' q-5,0 TEST N LOCATION OF TEST 5 FIELD MOISTURE OPTIMUM MOISTURE FIELD DRY DENSITY MAXIMUM DRY DENSITY PERCENT RELATIVE PERCENT REL. COMP. REMARKS: '"4- % % P.C.F. COMPACTION AEOUIRED ama 7.13 1-5 19 3 - 1 ~).9,5 9 4 9 5,'0 e&t,,T\ A:,I,, a 4~~ TEST 4 LOCATION OF TEST 50 FIELD MOISTURE % OPTIMUM MOISTURE % FIELD DRY DENSITY P.C.F. MAXIMUM DRY DENSITY PERCENT RELATIVE COMPACTION PERCENT REL. COMP. REOUIRED REMARKS: Ito AQJ N 13.5 S'_5 k3 1, Lt 13'a,o N TEST N LOCATION OF TEST FIELD MOISTURE % OPTIMUM MOISTURE % FIELD DRY DENSITY P.C.F. MAXIMUM DRY DENSITY PERCENT RELATIVE COMPACTION PERCENT REL. COMP. REQUIRED REMARKS: I -a9-5 91,(- TEST 9 LOCATION OF TEST 13 q S - 6LA4 G 1114k I FIELD MOISTURE % OPTIMUM MOISTURE % FIELD DRY DENSITY P.C.F. MAXIMUM DRY DENSITY PERCENT RELATIVE COMPACTION PERCENT REL. COMP. REOUIRED REMARKS: f), q 's-5 130o( )3d,() qo,,6 c(S_ 0. AEL102 (04/89) AMERICAN- ENGINEERING LABORATORIES, INC. 0 7940 Arjons Dr., Suite A 0 350 S. Maple St., Unit K 0 515 Galaxy Way 0 58945 Business Center Dr., Unit A San Diego, CA 92126 Corona, CA 91720 Modesto: CA 95356 Yucca Valley, CA 92284 (619) 695-3730 (714) 272-4230 (209) 576-0813 (619) 228-1754 CLIENT: PROJECT: ~rxj,,Ja Sav~ :1-c- RA. DATE: 11- acl- :9 Lf I.D. NO.: Jim"Ai4j"14A PROJECT NO.:. I- 1- 3-31 REPORT OF FIELD COMPACTION TEST TEST N L . OCATION OF TEST _-5-0 Al - vjz.,- G -,Lc~ FIELD MOISTURE OPTIMUM MOISTURE % FIELD DRY DENSITY P.C.F. MAXIMUM DRY DENSITY PERCENT RELATIVE COMPACTION PERCENT REL. COMP. REQUIRED--- REMARKS: 7.5 1 -a-5.~ '~7, ol 95.0 TEST 0 LOCATION OF TEST S o FIELD OPTIMUM FIELD MAXIMUM PERCENT PERCENT REMARKS: MOISTURE MOISTURE DRY DENSITY DRY DENSITY RELATIVE REL. COMP. % % P.C.F. COMPACTION REQUIRED 13d.0 qq-3 9 -5- 0 TEST N LOCATION OF TEST -3 FIELD MOISTURE % OPTIMUM MOISTURE % FIELD DRY DENSITY P.C.F. MAXIMUM DRY DENSITY PERCENT RELATIVE COMPACTION PERCENT REL. COMP. REQUIRED REMARKS: 3-cr 0 TEST N LOCATION OF TEST 4- 4- -kIYI,A llil~ FIELD OPTIMUM FIELD MAXIMUM PERCENT PERCENT REMARKS: MOISTURE MOISTURE DRY DENSITY DRY DENSITY RELATIVE REL. COMP. % % P.C.F. COMPACTION REQUIRED I 6. L( `6 - 5 1~s,q 9,5.-o TEST 9 LOCATION OF TEST A- . s RA G FIELD MOISTURE OPTIMUM MOISTURE % FIELD DRY DENSITY P.C.F. MAXIMUM DRY DENSITY PERCENT RELATIVE COMPACTION PERCENT REL. COMP. REQUIRED REMARKS: CN. '1 -5 AEL102 (04/69) AMERICAN ENGINEERING LABORATORIES, INC. 0 7940 Arjons Dr., Ste. A 0 350 S. Maple St., Unit K 0 515 Galaxy Way D 58945 Business Ctr. Dr., Unit A 0 13641 John Glenn Rd., Ste. C San Diego, CA 92126 Corona, CA 91720 Modesto, CA 95356 Yucca Valley, CA 92284 Apple Valley, CA 92307 (619) 695-3730 (714) 272-4230 (209) 576-0813 (619) 228-1754 (619) 247-8445 CLIENT: cu~ rf- (;-,eA-mA PROJECT: 120" DATE: 1 67 -2,V, 4 I.D. NO.: PROJECT NO.: 1-1-3317 REPORT OF FIELD COMPACTIO14 TEST TEST N LOCATION OF TEST e, RA FIELD MOISTURE % OPTIMUM MOISTURE % FIELD DRY DENSITY P.C.F. MAXIMUM DRY DENSITY P EACENT RELATIVE COMPACTION PERCE NT REL COMP. REQUIRED REMARKS: -7.7 0. ~'— J-~q.00 `7~, ( 7-5. 0 TEST # LOCATION OF TEST -7 FIELD MOISTURE % OPTIMUM MOISTURE % FIELD DRY DENSITY P.C.F. MAXIMUM DRY DENSITY PERCENT RELATIVE COMPACTION PERCENT REL COMP. REQUIRED REMARKS: 9M ld~lo -- <8 7 j . 0 TEST N LOCATION OF TEST FIELD MOISTURE % OPTIMUM MOISTURE % FIELD DRY DENSITY P.C.F. MAXIMUM DRY DENSITY PERCENT RELATIVE COMPACTION PERCENT REL. COMP. REQUIRED REMARKS3 TEST 4 LOCATION OF TEST FIELD MOISTURE OPTIMUM MOISTURE % FIELD DRY DENSITY P.C.F. MAXIMUM DRY DENSITY PERCENT RELATIVE COMPACTION PERCENT REL. COMP. REQUIRED REMARKS: TEST N LOCATION OF TEST FIELD MOISTURE % OPTIMUM MOISTURE % FIELD DRY DENSITY P.C.F. MAXIMUM DRY DENSITY PERCENT RELATIVE COMPACTION PERCENT REL. COMP. REQUIRED REMARKS- AEL102 (04/89) AMERICAN ENGINEERING LABORATORIES9 INC. 0 7940 Arions Dr., Ste. A 0. 350 S. Maple St., Unit K 0 515 Galaxy Way 0 58945 Business Ctr. Dr., Unit-A 0 13641 John Glenn Rd., Ste. C San Didgo. CA 92126 Corona, CA 91720 Modesto, CA 95356 Yucca Valley, CA 92284 Apple Valley, CA 92307 (619) 695-3730 (714) 272-4230 (209) 576-0813 (619) 228-1754 (619) ?47-8445 CLIENT: I PROJECT: 9,_, j _I DATE: I.D. NO.: PROJECT NO.: REPORT OF FIELD COMPACTION TEST TEST LOCATION OF TEST pz-A~ oj~ FIELD MOISTURE % OPTIMUM MOISTURE . % FIELD DRY DENSITY P.C.F. MAXIMUM DRY DENSITY -- PERCENT RELATIVE COMPACTION PERCENT REL. COMP. REQUIRED REMARKS: 51-CA.1-A A1,K j . . t,.V, G-a 1 75 1(3 3 5 1 -0fl?. 5 ~ ~ 5 - q 95.0 TEST N LOCATION OF TEST &- a-x ul- FIELD MOISTURE % OPTIMUM MOISTURE % FIELD DRY DENSITY P.C.F. MAXIMUM DRY DENSITY PERCENT RELATIVE COMPACTION PERCENT REL COMP. REQUIRED REMARKS: -A,~ C,~ 9.3 -7. -7 TEST # LOCATION OF TEST a 13 t 6 q FIELD MOISTURE %- OPTIMUM MOISTURE % FIELD DRY DENSITY P.C.F. MAXIMUM DRY DENSITY PERCENT RELATIVE COMPACTION PERCENT REL. COMP. REQUIRED REMARKS: A-Lx~ j- r" 0 1 -d-3,9 ]@'t 5 953 TEST N LOCATION OF TEST 4 C-X - SU&T FIELD OPTIMUM FIELD MAXIMUM MOISTURE MOISTURE DRY DENSITY DRY DENSITY % % P.C.F. 9.5 -?. 5 1 -al PERCENT PERCENT REMARKS: RELATIVE REL. COMP. ;OMPACTION REQUIRED c[cr . (" cfs~ 0 TEST 0 LOCATION OF TEST a10 '5 FIELD MOISTURE % OPTIMUM MOISTURE % FIELD DRY DENSITY P.C.F. MAXIMUM DRY DENSITY - PERCENT RELATIVE COMPACTION PERCENT REL. COMP. REQUIRED REMARKS: So.—A vu~j j().5 -.5 ~ 3 1. -a 13 0,o CT9, q "?s -'0 AEL162 (04/89) AMERICAN ENGINEERING LABORATORIES, INC. 0 7940 Arlons Dr., Ste. A 0 350 S. Maple St., Unit K 0 515 Galaxy Way 0 58945 Business Clr. Dr., 1.14A 0 13641 John Glenn Rd., Ste. C San Diego, CA 92126 Corona, CA 91720 Modesto, CA 95356 Yucca Valley, CA 92284 Apple Valley, CA 92307 (619) 695-3730 (714) 272-4230 (209) 576-0813 (619) .228-1754 (619) 247-8445 CLIENT: PROJECT: DATE: I.D. NO.: PROJECT NO.: REPORT OF FIELD COMPACTION TEST TEST LOCATION OF TEST t So C910-4tizA -0'4n Ak,:;,eJ 4AAA 0A S-11~ FIELD OPTIMUM FIELD MAX MUM PERCENT PERCE~T REMARKS: M IF OISTURE MOISTURE Dny DENSITY DRY DENSITY RELATIVE REL. COMP. % % P.C.F. COMPACTION REQUIRED <Z-o .-7-5 i~aq.o I-aq-s 139.6 95 TEST N LOCATION OF TEST 0 (0 FIELD MOISTURE % OPTIMUM MOISTURE % FIELD DRY DENSITY P.C.F. MAXIMUM DRY DENSITY PERCENT RELATIVE COMPACTION PERCENT REL. COMP. RkOUIRED REMARKS: -7-( &r; m5-s 130,.0 q5-1 95 TEST 9 LOCATION OF TEST ck CIA FIELD MOISTURE % OPTIMUM MOISTURE % FIELD DRY DENSITY P.C.F. MAXIMUM DRY DENSITY PERCENT RELATIVE COMPACTION PERCENT REL COMP. REQUIRED REMARKS: 6. s 1 19-5.3 133.0 9`5-0 95 TEST a LOCATION OF TEST 4 N I il L. OPT. MUM FIELD OMAXIMUMY I PERCENT PERCENT I REMARKS: MOI:TURE I MOISTURE DRY DENSITY I RY DENSIT RELATIVE REL COMP. % % I P.C.F. I OMPACTION I REQU TEST N LOCATION OF TEST AA - L Cft 1%vis FIELD OPTIMUM FIELD MAXIMUM PERCENT PERCENT REMARKS: MOISTURE MOISTURE DRY DENSITY DAY DENSITY RELATIVE REL. COMP. % % P.C.F. COMPACTION REQUIRED 5-9 '7.5* 1~rj.5'- ~5-5 95 AEL102 (04/89) q! AMERICAN ENGINEERING LABORATORIES, INC. j ALM 7940 Arjons Dr., Suite A 0 350 S. Maple St., Unit K 0 515 Galaxy Way 0 58945 Business Center Dr., Unit A San Diego, CA 92126 Corona, CA 91720 Modesto, CA 95356 Yucca Valley, CA 92284 (619) 695-3730 (714) 272-4230 (209) 576-0813 (619) 228-1754 CLIENT: PROJECT: DATE: I.D. NO.: k4XAA,-M PROJECT NO.: REPORT OF FIELD COMPACTION TEST TEST 0 LOCATION OF TEST A- 4- - )v'aX6y\ @. \ 5 ~ () 0 FIELD MOISTURE % OPTIMUM MOISTURE % FIELD DRY DENSITY P.C.F. it MAX MUM DRY DENSITY PERCENT RELATIVE COMPACTION PERCENT REL. COMP. REQUIRED REMARKS: I -?,,o Ra - I Qq -5 15.9 TEST N LOCATION OF TEST w3 FIELD MOISTURE % OPTIMUM MOISTURE % FIELD DAY DENSITY P.C.F. MAXIMUM DRY DENSITY PERCENT RELATIVE COMPACTION PERCENT REL. COMP. REQUIRED REMARKS: 5 q,a I -~,5 ~-X?, 4 ~?9,5 9<~ -~ 9 S. TEST 4 LOCATION OF TEST 3 Q0 -t- O'Z FIELD MOISTURE % OPTIMUM MOISTURE % FIELD DRY DENSITY P.C.F. MAXIMUM DRY DENSITY PERCENT RELATIVE COMPACTION PERCENT REL. COMP. REQUIRED REMARKS: n,\Z, "j, VI-I& - 13919 11313 .0 91~'q q5 TEST P LOCATION 0 F TEST L ~ WS +50 2C, - j Ue,-w '51 () - S FIELD MOISTURE OPTIMUM MOISTURE FIELD DRY DENSITY MAXIMUM DRY DENSIT PEFICE NT RELATIVE PERCENT REL. COMP. REMARKS: % % P.C.F. COMPACTION REQUIRED as I all- - S TEST 0 LOCATION OF TEST 5' SAx4tz-~A -c~ 13 FIELD MOISTURE % OPTIMUM MOISTURE I % FIELD DRY DENSITY P.C.F. MAXIMUM DRY DENSITY PERCENT RELATIVE C.OMPACTION PERCENT REL. COMP. REQUIRED REMARKS: 6e~ i'~' q~ I A-r— U - - a"r'~ 7 3 1 '9 -6 . C) -'i~ 13 ~30'0 139.1 1 '_5 AEL102 (04/89) AMERICAN ENGINEERING LABORATORIES, INC. 0 7940 Arjons Dr.,- Ste. A 0 350 S. Maple St., Unit K 0 515 Galaxy Way 0 58945 Business Cir. Dr., Unit"ff 0 13641 John Glenn Rd., Ste. C San Diego, CA 92126 Corona, CA 91720 Modesto, CA 95356 Yucca Valley, CA 92284 Apple Valley, CA 92307 (619) 695-3730 (714) 272-4230 (209) 576-0813 (619) 228-1754 (619) 247-8445 CLIENT: PROJECT: DATE: I.D. NO.: fvl~ PROJECT No.: 3 -315 REPORT OF FIELD COMPACTION TEST TEST 0 LOCATION OF TEST i:f~- 50-71 FIELD MOISTURE % OPTIMUM MOISTURE % FIELD DRY DENSITY P.C.F. MAXIMUM DRY DENSITY PERCENT RELATIVE COMPACTION PERCENT REL COMP. REQUIRED REMARKS: 0 0 TEST III LOCATION OF TEST alq +-75 Uw._0'50'8' FIELD OPTIMUM FIELD MAXIMUM PERCENT PERCENT REMARKS: MOISTURE MOISTURE DRY DENSITY DAY DENSITY RELATIVE REL. COMP. % % P.C.F. COMPACTION REQUIRED 11-0 11.6 11 Tc7 1(9 11,0 _<75' / (70 TEST 0 LOCATION OF TEST 15 +5 o 5oS.15 3 FIELD OPTIMUM FIELD MAXIMUM PERCENT PERCENT REMARKS: MOISTURE MOISTURE DRY DENSITY DRY DENSITY RELATIVE REL COMP. % % P.C.F. COMPACTION REQUIRED 19.0 IQS-5 its-( .1 ct 0 TEST 0 LOCATION OF TEST FIELD MOISTURE % OPTIMUM MOISTURE % FIELD DRY DENSITY P.C.F. MAXIMUM DRY DENSITY PERCENT RELATIVE COMPACTION PERCENT REL COMP. REQUIRED REMARKS: I TEST 0 LOCATION OF TEST FIELD MOISTURE % OPTIMUM MOISTURE % FIELD DRY DENSITY P.C.F. MAXIMUM DRY DENSITY PERCENT RELATIVE COMPACTION PERCENT REL COMP. REQUIRED REMARKS: AEI-102 (04/89) AMERICAN ENGINEERIN . G LABORATORIES, INC. .C~40 Arjons Dr., Sulte A 0 350 S. Maple St., Unit K 0 515 Galaxy Way 0 58945 Business Center Dr., Unit A San Diego, CA 92126 Corona, CA 91720 Modesto, CA 95356 Yucca Valley, CA 92284 (619) 695-3730 (714) 272-4230 (209) 576-0813 (619) 228-1754 CLIENT: PROJECT: r-7'Zn- DATE- ) -Z V— ri I.D. NO.: PROJECT NO.: C L S 6 ko Zo f~,-J-) LvV coc,- REPORT OF FIELD COMPACTION TEST TEST 4 LOCATION OF TEST 77)02~- FIELD MOISTURE % OPTIMUM MOISTURE % FIELD 0"* DENSITY MAXIMUM DRY DENSITY PERCENT RELATIVE COMPACTION PERCENT FIEL COMP. REQUIRED REMARKS- I-- -T TEST 9 LOCATION OF TEST C) FIELD MOISTURE % OPTIMUM MOISTURE % FIELD DOW DENSITY C 4-je JrC. F. h(AXIMUM DRY DENSITY PERCENT RELATIVE COMPACTION PERCENT REL. COMP REOUIRED' REMARKS: Let,/- / 10 L 19 (--7 q67-10 TEST 0 LOCATION OF TEST FIELD MOISTURE % OPTIMUM MOISTURE % FIELD RON DENSITY 6AJ—PVT. F. MAXIMUM DRY DENSITY P EACENT RELATIVE COMPACTION PERCENT REL. COMP. REQUIRED REMARKS:. r — P-'- (:~- - TEST P LOCATION OF TEST Z-6 FIE40 OPTIMUM FIELD MAXIMUM PERCENT PERCENT UMARKS: moisTunE MOISTURE ItOWDENSITY DRY DENSITY RELATIVE nEL. COMP. . % 1Z COMPACTION REOUIRED A-c I q"J, to 1 '(5- 1 Ir. 9 TEST 0 LOCATION OF TEST YL FIELD Mot STunE % OPTIMUM MOISTURE % FIELD WDENSITY F. MAXIMUM DRY DENSITY PERCENT RELATIVE COMPACTION PERCENT REL. COMP. AEOUIRED REMARKS: AMERICAN ENGINEERING LABORATORIES, INC. 0 7940 Arjons Dr., Suite A 0 350 S. Maple St., Unit K 0 515 Galaxy Way 0 58945 Business Center Dr., Unit A San Diego, CA 92126 Corona, CA 91720 Modesto, CA 95356 Yucca Valley, CA 92284 (619) 695-3730 (714) 272-4230 (209) 576-0813 (619) 228-1754 CLIENT: PROJECT: DATE: 0 & 0P., -P, Ls f5 na) P- LD. NO.: PROJECT NO.: REPORT OF FIELD COMPACTION TEST TEST N LOCATION OF TEST -2--f -6 c) o - FIELD MOISTURE % OPTIMUM MOISTURE % FIELD MON DENSITY MAXIMUM DRY DENSITY PERCENT RELATIVE COMPACTION PERCENT REL. COMP. REQUIRED REMARKS: 4- f -'-I- t TEST II LOCATION OF TEST FIELD MOISTURE % OPTIMUM MOISTURE % FIELD ZPNSITY C., MAXIMUM DAY DENSITY PERCENT RELATIVE COMPACTION PERCENT FIEL. U'11P. RECI RED REMARKS! TEST 0 LOCATION OF TEST 8~~ ~5 17--A- I - 0 /~~- 6 0 IL FIELD OPTIMUM FIELD MAXIMUM PERCENT PERCENT REMARKS: MOISTURE MOISTURE IAW DENSITY DRY DENSITY RELATIVE REL. COMP. % % 0,3 On. F. COMPACTION REOUIRED TEST 0 LOCATION OF TEST 1~ FIELD MOISTURE % OPTIMUM MOISTURE % 4 FIELD OPM DENSITY LA:4-P.C.F. MAXIMUM DRY DENSITY PERCENT RELATIVE COMPACTION PERCENT RE L * COMP. RFOUIRED REMARKS: Lev— f2~-~Z- Fo~, ~ U r-el )'.~ (7 -T— TEST N LOCATION OF TEST c) TV- 7- FIELD MOISTURE % OPTIMUM MOISTURE % FIELD D#W-DENSITY MAXIMUM DRY DENSITY PERCENT RELATIVE COMPACTION PERCENT FIEL-comp. RE.R. REMARKS: A Oz AEL102 (04/891 P P-~ AMERICAN ENGINEERING LAsoAATORIES, INC. Er'-7940 Arjons Dr., Suite A 0 350 S. Maple St., Unit K 0 515 Galaxy Way 0 58945 Business Center Dr., Unit A San Diego, CA 92126 Corona, CA 91720 Modesto, CA 95356 Yucca Valley, CA 92284 (619) 695-3730 (714) 272-4230 (209) 576-0813 (619) 228-1754 CLIENT: PROJECT: %Zp I . DATE- A `4 C. I.D. NO.: Po ptp PROJECT NO.: REPORT OF FIELD CompAcTION TEST TEST j LOCATION OF TEST FIELD MOISTURE % OPTIMUM MOISTURE -% FIELD D" DENSITY CUZXP. C. F. MAX I MUM DRY DENSITY PERCENT RELATIVE COMPACTION PERCENT REL COMP. REOUIRED REMARKS: 1 3(~ - 2 q(~;— [s C > ~' ~ J, 55 TEST N LOCATION OF TEST 4- I * fv~ L, FIELD OPTIMUM FIELD MAXI Mum PERCENT PERCENT AEt6AnKj: MO I STunE MOISTURE 1)3Vr DENSITY DRY DENSITY RELATIVE REL COMP. % % 1,4L) 9—jr. C. F. COMPACTION REOUIRED VIf TEST h LOCATION OF TEST 2- 7 -2 FIELD MOISTURE % OPTIMUM MOISTURE % FIELD 4PT DENSITY 4--, Q[V. L. F. MAXIMUM DRY DENSITY PERCENT RELATIVE COMPACTION PERCENT REL. COMP. REQUIRED REMARKS: A- t: s TEST 0 LOCATION OF TEST %,., - -z -'~ -2, +-~~ / FIELD MOISTURE % OPTIMUM MOISTURE % FIELD WW DENSITY Q 42M.F. MAXIMUM DAY DENSITY PERCENT RELATIVE COMPACTION PERCENT REL. COMP. REOVIRED REMARKS: (-Ye 13, t fz~:~b t TEST 0 LOCATION OF TEST FIELD OPTIMUM FIELD MAXIMUM PERCEN T PERCENT REMARKS: MOISTURE MOISTURE -C= DENSITY DRY DENSITY RELATIVE REL COMP. % % COMPACTION REOUIRED ..Wd 1 (6-1 AEL102 (04/891 /rw5 LOCATION OF TEST OPTIMUM FIELD PERCENT PERCENT REMAAKS: MOISTURE % k"PDENSITY A>-er. C. F. MAXIMUMY DRY DENSIT RELATIVE COMPACTION REL COMP. REOUIRED f j, q TEST 0 FIELD MOISTURE AMERICAN ENGINEERING LABORATORIES, INC.* 0-700 Arlons Dr., Suite A 0 350 S. Maple St., Unit K 0 515 Galaxy Way 0 58945 Business Center Dr., Unit A San Diego, CA 92126 Corona, CA 91720 Modesto, CA 95356 Yucca Valley. CA 92284 (6`19) 695-3730 (714) 272-4230 (209) 576-0813 (619) 228-1754 CLIENT: PROJECT: DATE- 0 0 c'f—, 1~(:) pcq -5; Nrj-~E: LD. NO.: 0- PROJECT NO.: REPORT OF FIELD comPACTiON tEsT TEST H LOCATION OF TEST IT- FIELD OPTIMUM FIELD MAX MUM PERCENT PERCENT REMARKS: MOISTURE % MOISTURE % . r~ENS or ITY C F. IF 0 ENSITY RY D RELATIVE COMPACTION REL COMP. REOUIRED ~,y-?,q V TEST 11 LOCATION OF TEST fl-Q T3~- 5 7- f. -? FIELD OPTIMUM FIELD MAXIMUM PERCENT PERCENT REMARKS: MOISTURE % MOISTURE % -O*W DENSITY &IQ~rC.F. DRY DENSITY RELATIVE COMPACTION REL COMP. .. 1IRE. L Q_~ C) 1:.. TEST 4 LOCATION OF TEST FIELD I OP -MU- FIELD DMAXIMUMY I PERACTE'.T I PERCENT I REMARKS: MOISTUI MO.TSTURE I DRY DENSITY I RY DENSIT REL V, REL. C % % P.C.F. OMPACTION AEOUI TEST 0 LOCATION OF TEST FIELD MOISTURE OPTIMUM MOISTURE % FIELD DAY DENSITY P.C.F. MAXIMUM DRY DENSITY PERCENT RELATIVE COMPACTION PERCENT REL COMP. REOUIRED REMARKS: AMERICAN ENGINEERING LABORATORIES, INC. 01940 Arjons Dr., Suite A 0 350 S. Maple St_ Unit K 0 515 Galaxy Way 0 58945 Business Center Dr., Unit A San Diego, CA 92126 Corona, CA 91720 Modesto, CA 95356 Yucca Valley, CA 92284 (619) 695-3730 (714) 272-4230 (209) 576-0813 (619) 228-1754 CLIENT: C I Ty C' P~ PROJECT: REPORT OF FIELD COMPACTION TEST DATE: 12- -L Z-S-% , . cm - LA to, C9 I.D. NO.. PROJECT NO.: 1 '0 ~'- 3 TEST H LOCATION OF TEST q f FIELD MOISTURE % OPTIMUM MOISTURE % FIELD SITY A=fc. F MAXIMUM DAY DENSITY — PERCENT RELATIVE COMPACTION PERCENT nEL. COMP. REQUIRED — REMARKS: ~7 (.e Z- /5'- )— I ~: 4-2-3, 94i;& 1-7 TEST 0 LOCATION OF TEST F IELD M 01 STURE % OPTIMUM M OISTURE % FIELD ,agNSITY 01tre r~~P.C.F. MAXIMUM DRY DENSITY PERCENT RELATIVE COMPACTION PERCENT FIEL. COMP. REOUIRED REMARKS! g;-7 (-e-LI— -1 Ll> ~ tq<) , 's— t W—'3 (? 5— TEST 0 LOCATION OF TEST -5, `~) (0 4- 1 ~- -~?-) ~ - o- ~-' T < FIELD ,AD, UAr ST OPTIMUM MOISTURE FIELD WW DENSITY MAXIMUM DRY DENSITY PERCENT RELATIVE PERCENT REL. COMP. REMARKS: (Z (-Q- 0— A- Q-- L % % C-0MPftc'"qN —14EOUIRED TEST 11 LOCATION OF TEST 0 F FIELD MOISTURE % OPTIMUM MOISTURE % FIELD ~_W E N SITY C F. MAXIMUM DRY DENSITY PERCENT RELATIVE COMPACTION PERCENT REL. COMP. REOUIRED REMARKS: P~L 6 (C. -/41 -c~)b L TEST N LOCATION OF TEST -2-3 57A FIELD MOISTURE OPTIMUM MOISTURE t FIELD QW E NSITY J;C qj~ F. MAXIMUM DAY DENSITY PERCENT RELATIVE PERCENT REL. COMP. REMARKS: 6 -% % COMPACTION REOUIRED L 1 4 tI-q R~ . Lqq,) Arl mi fn4/Ani AME ICAN ENGINEERING LABORATORIES9 INC. P-19-40 Arjons Dr., Suite A 0 350 S. Maple St., Unit K 0 515 Galaxy Way 0 58945 Business Center Dr., Unit A San Diego, CA 92126 Corona, CA 91720 Modesto, CA 95356 Yucca Valley, CA 92284 (619) 695-3730 (714) 272-4230 (209) 576-0813 (619) 228-1754 CLIENT: PROJECT: DATE: IPN I.D. NO.: va~-J(Z&q'c' ` C-1 0 PROJECT NO.: T-A- REPORT OF FIELD COMPACTIO14 TEST TEST 0 LOCATION OF TEST -15 1 -- I a (5 6 1- :~?- Cf P-e V20- ~ -P a I. ~-Q P-(- a - FIELD MOISTURE % OPTIMUM MOISTURE % *AW DE:NSITY P~FIELD C . F. MAX MUM DRY DENSITY PERCENT RELATIVE COMPACTION PERCENT REL. COMP. REQUIRED_ REMARKS: U7 Ue v (Ltq- 1 f 1.'? - 11 '> 1& TEST 0 LOCATION OF TEST -51a:-1 -3 - ~- Q p T- f= FIELD Mol STUnE OPTIMUM MOISTURE FIELD #",rf DENSITY MAXIMUM DRY DENSITY PERCENT RELATIVE PERCENT REL. COMP. REQUIRE D nFMAnKS! % COMPACTION HT1 10-16--1 `7~--V I TEST 9 1 LOCATION OF TEST LZP-T- C)["- ~'- I FIELD MOISTURE OPTIMUM MOISTURE FIELD .0,61* DENSITY MAXIMUM DRY DENSITY PERCENT RELATIVE PERCENT AEL. COMP. REMARKS: d % % 14 _) 417P. C. F. COMPACTION REQUIRED -VT -7 TEST N LOCATION OF TEST C-i FIELD MOISTURE % OPTIMUM MOISTURE % FIELD 90* DENSITY MAXIMUM DAY DENSITY PERCENT RELATIVE COMPACTION PERCENT FIEL. COMP. REQUIRED AEMARKS: 0 Ll- 11fk-i f3--(f <~ it- TEST N LOCATION OF TEST -?- V FIELD MOISTURE % OPTIMUM MOISTURE % t FIELD 414W DENSITY DeIACA MAXIMUM DRY DENSITY PERCE NT RELATIVE COMPACTION PERCENT REL. COMP. REQUIRED REhyRKS: 6 AEL102 (04/09) p1l ERICAN ENGINEERING LABoRATORIES, INC. P-TV4-0 Arlons Dr., Suite A 0 350 S. Maple St., Unit K 0 515 Galaxy Way 0 58945 BusIness Center Dr., Unit A San Diego, CA 92126 Corona, CA 91720 Modesto, CA 95356 Yucca Valley, CA 92284 (619) 695-3730 (714) 272-4230 (209) 576-06i3 (619) 228-1754 CLIENT: PROJECT: DATE:[ C' I.D. NO.: PROJECT No.: REPORT OF FIELD COMPACTIO N TEST -B TEST H LOCATION OF TEST -4- ~;-(D -2- fA-,r- 4~-' FIELD" MOISTURE % OPTIMUM MOISTURE % FIELD -09W DENSITY jQ,-".C.F. MAXIMUM DRY DENSITY PERCENT RELATIVE COMPACTION PERCENT REL. COMP. REQUIRED REMARKS: -C) TEST 0 LOCATION OF TEST '5TA-7-- 0a;' -7, t1l, FIELD MOISTU n E OPTIMUM MOISTURE FIELD BJWDENSITY MAXIMUM DRY DENSITY PERCENT RELATIVE PERCENT FIEL. COMP. REMARKS: (-ev— (:~~ % % COMPACTION REQUIRED a I-D- L up-~ 1 1 16~rL q 3- C~ 4- TEST N LOCATION OF TEST 7-y-) 0 v c) FIELD OPTIMUM FIELD MAXIMUM PERCENT PERC ENT REMARKS: Mol STunE MOISTURE IN" DENSITY DRY DENSITY RELATIVE IEL. CIMP. % V. C.A)-A?-:rP.C.F. COMPACTION REQUIRED L--e— LZ VD TIES, T H LOCATION OF TEST A 5 7 FIELD OPTIMUM FIELD MAXIMUM PERCENT PERCENT RF"KS! MOISTURE MOISTURE SWW DENSITY DRY DENSITY RELATIVE REL. COMP. % % C. F. COMPACTION REQUIRED TEST If LOCATION OF TEST 7 1-9-0 0 FIELD MOISTURE OPTIMUM MOISTURE % FIELD J= DENSITY AV,". C.F. MAXIMUM DRY DENSITY PERCENT RELATIVE COMPACTION PERCENT AEL COMP. REQUIRED REWKS: 6et-/ - L-'o:27- IL[yy lvy-1 '~-7' (Z' 9, P'l San Diego — 7940 Arjons Dr., Suite A, San Diego, CA 92126 (619) 695-3730 Modesto — 350 S. Maple St., Unit K, Corona, CA 91720 (714) 272-4230 Corona — 515 Galaxy Way, Modesto, CA 95356 (209) 576-0813 Yucca Valley — 58945 Business Ctr. Dr., Unit A, Yucca Valley, CA 92284 (619) 228-1754 Apple Valley — 13641 John Glenn Rd., Ste. C, Apple Valley, CA 92307 (619) 247-8445 REPORT OF GRADING OBSERVATION CLIENT: JOB No.: 1-1-337 DAY(S): JOB NAME JOB LOCATION: R e GENERAL RADING OR CONTRACTOR: 7EARTHWORK CONTRACTOR: LC-~ D ATE (S)/9 SPECIFIC LOCATION OF wor(~ TO BE P(RFORMED: GENERAL DESCRIPTION OF GRADING ACTIVITY 'A Cfol [h () X"A ( _Qrr10_) a—.;t _X_Q~ -0 0-1-p- t4`4 ;C4 101-3ILLA ~ So ,,j CJL4-'~ I a2 A0JO COMMENTS/AREAS OF ADDITIONAL CONCERN C\_X 9-1. A-t -<n~t ba sl~W E 0 u I Pjwm. ~2B _Z,,,~ DATE TECHNICIAN CODE TIME CHARGED OVER- FROM TO REG, TIME APPROVED BY Id-5-67 VISITORS BY: --LEI I WHITE-Engincering File YELLOW-Field rile PINK-Job Superintendent AMERICAN ENGINEERING LABORATORIES, INC. 0 7940 Arjons Dr., Ste. A 0 350 S. Maple St., Unit K 0 515 Galaxy Way 0 58945 Business Cir. Dr., Unit'A 0 13641 John Glenn Ad., Ste. C San Diego, CA 92126 Corona, CA 91720 Modesto, CA 95356 Yudca Valley, CA 92284 Apple Valley, CA 92307 (619) 695-3730 (714) 272-4230 (209) 576-0813 . (619) 228-1754 (619) 247-8445 CLIENT: PROJECT: DATE: /0 5~~ I.D. NO.: PROJECT NO.: REPORT OF FIELD COMPACTION TEST TEST LOCATION OF TEST -/-f Ae— FIELD MOISTURE % OPTIMUM MOISTURE % FIELD DRY DENSITY P.C.F. MAXIMUM DRY DENSITY PERCENT RELATIVE COMPACTION PERCENT REL COMP. REQuinED RFMAnKS: 60; -e . 49/ T6 13.;?-G '7'7 -Z~ '75 TEST 11 LOCATION OF TEST FIELD MOISTURE % OPTIMUM MOISTURE % FIELD DRY DENSITY P.C.F. MAXIMUM DRY DENSITY N PEnCE T RELATIVE COMPACTION PERCENT nEL. COMP. REQUIRED REMAAKS: TEST N LOCATION OF TEST FIELD MOISTURE % OPTIMUM MOISTURE % FIELD DRY DENSITY P.C.F. MAXIMUM - DRY DENSITY PERCENT RELATIVE COMPACTION PERCENT AEL. COMP. REQUIRED REMARKS: I TEST 0 LOCATION OF TEST FIELD MOISTURE % OPTIMUM MOISTURE % FIELD DRY DENSITY P.C.F. MAXIMUM DRY DENSITY PERCENT RELATIVE COMPACTION PERCENT nEL. COMP. REQUIRED REMARKS! TEST 9 LOCATION OF TEST FIELD MOISTURE % OPTIMUM MOISTURE % FIELD DRY DENSITY P.C.F. MAXIMUM DRY DENSITY PERCENT RELATIVE COMPACTION PERCENT REL COMP. REQUIRED_ REMARKS, AEl- 102 (04109)