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Home My WebLink About3166; PALOMAR AIRPORT RD; TESTING OF COMPACTED FILL; 1993-08-17ILA W/C R AND A L L, INC. - - geedvi, environffientid & conOudon materials consultants TES11NG OF COMPACTED FILL Job No.4420075'W!Name &tsbo.A Date Site Location P.J. TEST NUMBER Location (By Coord's or. Dwg.No.) ,gj =jQ %4p ft -14f 233400 4R4S 22.'%400itt(& Elev. LSo _ , ______ Soil Type s IPA 5 %4 Max. Den. tic Its Its Opt. Moist. . 1.5 _i3L_ ts TESTING CODE DENSITY Wt. soil + cont. -_(7 S-74 5.82. 7.10 Wt. can ST( 57 .57 Net WI. soil. 5.'1 ..c 17 .SLi WI sand * cont. 12. 144 LIAR 11 .l Wt. sand res. +cont. qqz. 1I..90 4.64 4.77 Net wt. sand 381 375 3t4 Density of sand f(,2. 19(.7_ %(j. WET DENSITY, p.c.f. 12.1.7 l.%..8 114 .1 30. DRY DENSITY. p.ci. Io.I 104, to ios.s 112, %MAX. DENSITY C11 I Rid C, I gs RETESTED. SEE NO. ROCK CORRECTION (YES/NO) MOISTURE Wet WI. soil + pan 7q3,14 793.4 7113,4 Dry WI. soil + pan . '733's 752.S 1 750., Loss moisture 447.s .59.9 'io.j '42-.8 Wt. Pan 93,4 . a93.4 . 2.13.4 Net dry WI. soil 457-5 'qo.I g57.2. MOISTURE% 13.6 MAX. DENSITY CHECK Wt. cyl. + comp. soil WI cy!. Net WI. soil WET DENSITY, p.c.f. Moisture, (Field _%_ _Den.) DRY DENSITY p.c.f. REMARKS Page of LeROY CRANDALL AND ASSOCIATES Form 309 UAW consulting geotechnical engineers Standard counts 'V 'V INSPECTION & TESTING OF COMPACTED FILL 1 08 NO. CATION Total Density Moisture , 4??( 1Z1 VEST NO. Soil type Max. density_______ Opt moisture Location tfo_tc.'7 4A Elevation 11€' _______ ((B IS ____________ )ENSITY Tid3 Density Counts Mode Average Wet density (p.c.f.) - ; Dry.density(pf.)_ Total Ratio '/0 compaction_ 1Z7 fin-9 J2_3 3 127.7 134/:; No. DISTURE .. Moisture' - 1 counts Average Water (pci) _____ % Moisture ' Total Ratio ILi __________ .57 _________ fl.3 4-to X. DENSITY CK. . Wtcyl. Wt. cyl. + soil._____ Net wt.. soil Wet density (p.cf.) % Moisture DLy.density.(p.ci)...... MAR Page of LeROY CRANDALL AND ASSOCIATES: Form 309 wom consulting geotechnical engineers Standard counts V V INSPECTION & TESTING OF COMPACTED FILL 24. 7a'5.t( Zt2ô Ak AI .1 N S _______ Density Moisture MST NO. 4t34;k Soil type Max. density— Location 4 Elevation__________ Opt. moisture )ENSITY r7P -.tJ( Mode Density counts Average Wet density(p.c.f)_ Dry. density (pr—f % Compaction - Total Ratio _________ 11D5'._I 11 Retest. _No. 12 3 ________ DISTURE loisture counts Average ; Water (p.cf) L_% Moisture Total Ratio ib.7 (fl.- AX. DENSITYCK. . Wet density (p.ci) - % Moisture Dty.density.(p.cf.)_ Wt. cyl. + soil.____ Wt cyl. Net wt... soil ____________ EMARK.S. . .. . . LeROY CRANDALL AND ASSOCIATES consulting geotechnical engineers Page of Form 309 Standard counts 'V V INSPECTION & TESTING OF COMPACTED FILL PQ&NO. CLIENT C4 (s4shd .TION Po.iowo.r_Arpo-4_R.ci Total IGE NO. 42S5 DATE 7'2.593 .INSR Ave. Density Moisture rEsTNO. 3% 33q 341 Location_________ Elevation_________ Soil type Max. density_______ Opt. moisture 2.40.e0 2.4.so 1824.50 434 LAN (P SOA _________ US ts 115 Its 3..S ____ 13.5 13.5 )ENSITY S Mode ___________ F Density -- 8" __________ . counts Total ; Average Wet density(p.c.f)_ :. Dry. density (p.cl)_ % Compaction _ Ratio . 117.3 104.7- L.(o.I 103.7 l2O.(.p tor. q0 IZZ,'f 110.3 _________ - Retest. No. DISTURE ,,*moisture, Counts Average Ratio Water (p.cf) % Moisture Total t7.O' (1% X. DENSITY CK. Wt cyl. Wet density (p.ci) - Wt. cyl. + soil._____ Net wt.. soil to _____________ _____________ % Moisture _____________ _____________ _____________ _____________ Dxy__density (pcl.)_ i EMARKS. - • LeROY CRANDALL AND ASSOCIATES consulting geotechnical engineers Page of Form 309 Standard counts W V INSPECTION & TESTING OF COMPACTED FILL 0" 0. CLIENT C.:6 eiVCcu(cJ TION Pc.1Ø r Total AGE NO. DATE 7h.7/113 INSP. G %_- Ave. Density Moisture EST NO. 335 337 LOcotiOfl_________ Elevation_________ Soil type________ Max. density______ Opt moisture ______ ZZOCPO oo ___________ 451 3M —CL ItS Its its I.s 13 ICkICITv 5.ibs1.6.vJ P. I Density Counts - Mode Total Average Wet density(p.c.fi_ Dry. density (p.cf.)_ % Compactlon_ Ratio %z3 103:3 CUL " Retest. No. ki 4.7 917 12.o.1 )ISTURE Moisture , He - . . counts Average Water (pci) Moisture ______ Total Ratio 17.0 X.DENSITY CK. Wtcyl. Net wt... soil Wt. cyl. + soil_____ Wet density(p.ci) % Moisture Dry._densityip.cf.)_ EMARK.S. . Page of LeROY CRANDALL AND ASSOCIATES: Form 309 WM consulting geotechnicat engineers Standard counts V V INSPECTION & TESTING OF COMPACTED FILL 2.qO0076o 00, P08 NO. CLIENT CPry o- Co....Lsbc ..00ATION' A'rpir-4- PLA Total SAGE NO. _c DATE 7/231t .INSP. - Ave. Density Moisture rEST NO. 33 Location_________ Elevation__________So4 Soil type Max. density_______ Opt. moisture ZZt+bo 2.5480 .5 Ws rA ___________ S %.S 13.6 DENSITY eiv4 Density Mode Counts Total Average Dry. density (p.c.f.)_ % Compaction __.__ Ratio tOSI gi CA 3 Wet density(p.ci)_ 101.2. Retest. No. DISTURE Moisture' counts Average Water (pLci) .% Moisture Total Ratio tI.(p AX_DENSITY cK. , ..' .• ________ ________ Wt cyl. Dty._density_(p.cf.)_ Wt. cyl. + soil._____ Net wt... soil Wet density (p.c.t) % Moisture ARKS.. LeROY CRANDALL AND ASSOCIATES consulting geotechnical engineers Page of Form 309 Standard counts INSPECTION & TESTING OF COMPACTED FILL 2402e0750oO( 08 NO. CLIENT OCATION p 0 A:-rg rJ kJ Total AGE NO. s5 DATE 713I1 .INSP. Ave. Density Moisture 'EST NO. 330 33oA '33 11 Location________ Elevation_______ Soil type , Max. density________ Opt. moisture z.Zoo zz.o+So £00 Sot ol W32. cc-CL S- CL. sc..-c.. 1W 112 its tis _____________ itS 13 13 3.S P4I I I S.ø'. l.iJ So.fr Mode ___________ ___________ ___________ __________ ____ Density counts . Total Average Wet density(p.c.fi_ Dry.density(p.c.t)_LO(o. Ratio j % Compaction _ to'547 t11ö.I 8 CIO IRO 115.8 103.1 40 . Retest. No. DISTURE Moisture counts Total Average S Water (p.cf) % Moisture ______ Ratio I.1III tt.S t3.(. AX DENSITY CK. . -. Wtcyl. L DLy. densjty.(p.c.f.)_ Wt. cyl. + soil_____ Net wt.... soil S Wet density (p.ci) % Moisture . EMARKS. LeROY CRANDALL AND ASSOCIATES consulting geotechnical engineers Page of Form 309 Standard Counts 'V V INSPECTION & TESTING OF COMPACTED FILL lOB NO4J Ic LIE NT er1' PGL ,CCATIO1 11d44_.&1PTt .R' I Total GE NO. 12.5___L DATE ifrz/ts_.INSPp.9tSA5.. Ave. Density Moisture PEST 7 506 LDcation_______ Elevation Soil type-- Max. density-- 40531T 41+q3 Opt. moisture )ENSITY 131vb, Mode Density Counts Average Ratio Wet density(p.c.f)_ Dry. density (p.cf.)_ % Compaction - Total tII.€' V'1 go ___________ II).5r ________ 10+41 JLbl 10 Retest- No. DISTURE Moisture counts Average Water (p.cl) % Moisture Total Ratio IZ AX.DENSITYCK. S Wt cyl. IF Wt. cyl. + soil.____ j Net wt. soil . Wet density (p.cf.) :. % Moisture DLy. density. (p.c.f.)_ EMARKS. S LeROY CRANDALL AND ASSOCIATES consulting geotechnical engineers Page of Form 309 Standard counts 'V INSPECTION & TESTING OF COMPACTED FILL 2.'o t00750001 08 NO. CLIENT C4y OCATION - P&oo.r Aepo4 Ri Total SAGE NO. q 55 DATE _-i/u/ .INSP. Ave. Density Moisture rEST NO. 32.S Location________ Elevation_________ Soil type_________ zsoo 4S2. S'' Max. density_______ Opt. moisture )ENSITY Density Mode Counts Total Average Wet density(p.c.fi_2. Dry. density (pc.f.) - % Compaction _Ct Ratio I to 4.1. Retest. No._______ DISTURE Moisture counts Average Ratio Water (pci) Total % Moisture AX. DENSITY CK. . .. ________ _________ H Wtcyl. % Moisture __ Oiy..density (p.cf.L. Wt. cyl. + soil._____ T. Net wt... soil Wet density (p.cf.) ____________ .MARK.S. • • S LeROY CRANDALL AND ASSOCIATES consulting geotechnical engineers Page of Form 309 Standard counts V INSPECTION & TESTING OF COMPACTED FILL 108 NO. CLIENT of ..00ATION ___ Total AGE NO. 2S DATE 7/2/93_INSP. Ave. Density Moisture VEST NO. Z%A ISVS a4 Location________ Elevation________ Soil type Max. density Opt. moisture 23S4 t0 aS40 'L35 k so 2.35+ 00 235'3o 437 43q U 44 Z_ L4410 441 sc.-o. Sc-C4.. SM its Lie 115 115 ___13 _______ 13 13.5 13.5 WCITV JI..IkI SM. Q.. We Mode Density . .' . counts Total Average Wet density(p.c.f)..... Dry. density (p.cl)_ . % Compaction _ Ratio II Z. tO(.I 11,3.7 V03.9 Izo I t07.1 ttø i05.7 I21 1019A. q4 1,03. Retest. No. DISTURE Moisture' counts Average Ratio Water (p.cf) %Moisture _____ Total .5 11.9 u.2. u.s AX. DENSITYCK. ' Wt. cyl. + soil.____ Wt cyl. Net wt... soil Wet density (pci) % Moisture DLy.density(D.c.f)_ J EMAROKS. Page of LeROY CRANDALL AND ASSOCIATES Form 309 V - V -. - -' ,, - . iunuuru - I t? INSPECTION & TESTING OF COMPACTED FILL Density Moisture -' 2-4O ,2.o7S0001 )B NO. CLIENT c:b C.'(Sbei ,)CATION A,-or A-p4 R.i . Total GE NO. 25 DATE 7/206-1 —ASP. &EJ. Ave. 'EST NO. 31P Location_________ 2.410 Elevation________ 642. 45 77S 'Soil type ___________ 4 c-c. SC.-CL Its 119 Max. density_______ lie' tie' 13 13 Opt. moisture 13 13 &IUt# 'E j NITY P AX Density Mode Counts Average Total Ratio : .% Compaction _ _________ ' Wet density(p.c.fi_ ILS. tt'o.8 47.1 -. Dry. density (p.ci)__._ 90 1%0____ 106.8 ttt.3 , Cl 1 95 Retest. No. OISTURE ' 'Moisture' Counts Average Water (p.cl) Total Ratio '. % Moisture _____ 9S t.8' q_0 __________ A. DENSITY CK. Wt. cyl. + soil._____ :.' WI: cyl. te Net wt... soil Wet density (p.cI) % Moisture Diy. density (p.c!.)... EMAR KS. Al LeROY CRANDALL AND ASSOCIATES: consulting geotechnical engineers — Page of Form 309 Standard counts 'V V INSPECTION & TESTING OF COMPACTED FILL 24O2.O.)75OOOt 'OB NO. CLIENT C:.'1 OCATION (io.r Mrporl R.1 Total GE NO. 1-55 DATE 1 /191g3 .INSP. _E,.'04'..-1 Ave. Density Moisture ~IEST NO. 3t2. 3t3 3 315 Location________ Elevation________ Soil type Max. density_______ Opt. moisture 2-44100 24(4—NO 2470 .4040 4i0 Sc-CL .c-c__. Se-CL Sc-CL t%.& 119 U.8 1-5 13 or44s.lC ..•,'Q S.G.-w.2 Density Mode counts Total Average Wet density(pc.O_ Dry. density (p.c.f.)_ % Compaction_ Retest. ' Ratio t2.l.(o 110.4 lZo.'4 1,06.8 _No._______ 11s.4 to-%'(0 .OISTURE Moisture- counts Average Ratio Water (p.c,L) %Moisture _____ Total 10.2. 7 . C13 AX.DENSITY CK. . :. ,Wtcyl. ' Wt. cyl. + soil._____ Net wt... soil Wet density (p.cf.) % Moisture Dy, density(p.c.f.L. IJ EMARKS. t Page of LeROY CRANDALL AND ASSOCIATES Form 309 UNE consulting geotechnical engineers Standard counts 'V V INSPECTION & TESTING OF COMPACTED FILL 108 NO. CLIENT C4yoClso4 LOCATION" .R _. Total AGE NO. _ DATE 7/,/q3 .INSP.•- Ave. Density Moisture tEST NO. 3c,8r MCA Nto 311 Location_________ Elevation Soil type Max. density Opt. moisture 21+46 Z'.o (is? 41 .t-j_ -c.i_ 118 its It ____________ - S.'. 81,qS Mode .5" Density Counts Total , Average Dry. density (p.cl)_ % Compaction Ratio Wet density(Act) _ LOG'. CIO It't.2. 107.1 q1. Retest. No. 105.8 Cki 117.5 A.o72. OISTURE Moisture- counts Average . Water (p.cf) .% Moisture _______ Total Ratio Lt: _____________ 11.1 itS 4XDENSITY CK. Wt. cyl. Wt. cyl. + soil.____ Net wt... soil Wet density (p.ci) / Moisture DLy.density(p.c.fl_ EMARKS. LeROY CRANDALL AND ASSOCIATES consulting geotechnical engineers Page of Form 309 Standard counts 'V V INSPECTION & TESTING OF COMPACTED FILL lOB NO. CLIENT_C 4y OCATION P0Jtctr Total GE NO. -$ 5 DATE __INSP. Ave. Density fMoisture.. EST NO. 303 304 305 305 A. ?i0(o 307 Location_______ Elevation________ Soil type Max. density _Opt. moisture Z554-4D 7_3S 4.3o 2.35430 2.'41%o ________ __________ 45. 455 4S __________ .z2q SCc4... 5c. -CL -CL SC-CL cc.-c.c ___tit _________ It9 It its %tv K9 13 13 13 w&sorrY • .C..R.. S S.M.€(v& S. 0' bkL P. ..C.R.. q Mode 8" R" 8" 8" 8 a ll . Density Counts Average Wet density(p.c.fi_ Dry. density (p.cl)_ % Compaction_ Retest. No. Total Ratio 1307 too Lt8.i t0s 19 90 113.8 10Z g7 305 A 1Il.c( to 16 .4 ____ 11to.3 1o54 IZZ. Cl L DISTURE : Moisture- counts Average Water (p.cf) %Moisture ____ Total Ratio 11,0 IL.. io, 9 a.q DENSITY CK. . . . Wet density (p.ci) Wt. cyl. + soil.____ ; Wt cyl. Net wt... soil % Moisture . 0zy density. (p.c.f.)_ ARKS. . . : LeROY CRANDALL AND ASSOCIATES consulting geotechnical engineers - Page of Form 309 Standard counts 'V V INSPECTION & TESTING OF COMPACTED FILL Z.40' Leo75000 8 NO. —CLI ENT- _c4cc.-sbA CATION__PJpr Total GE NO. ____DATE _____12 3____ IN SR Ave. Density Moisture ST NO. 302. Location________ Elevation_________ Soil type________ Max. density Opt, moisture 2'41+30 7-35-4. ___________ .cc.t_ C.-CL US (31 :NsIiY 5.v'841 to4-f&s; cl€ Mode 0 Density counts Total Average Ratio % Compaction __ q0 Wet density(p.c.f)_ Dry. density (p.cf.)._.._ Retest. No. 10 )ISTURE . Moisture- counts Total Average Ratio % Moisture ______ Water (Act) 13.1. )(DENSITYCK . . Wt. cyl. Wt. cyl. + soil.____ Net wt.. soil Wet density (p.ci) % Moisture DLy.densitylp.cf.)_ MAR KS. LeROY CRANDALL AND ASSOCIATES: consulting geotechnical engineers Page of Form 309 Standard counts V INSPECTION & TESTING OF COMPACTED FILL 108 NO. CLIENT_ .00ATION PcJcw A4pc+ R2 Total AGE NO. S DATE __________.INSP. CEh-- Ave. Density Moisture !EST NO. zqq 206 ______ Location________ Elevation_________ Soil type Max. density_______ Opt, moisture I(DSroo f06+50 Ito S4L4S _________ 41.4 5 4.4 44 q L4 W7 St-CL c..-oL It T tS _____________ 13 ____________ 35 V11 k,3 I I Y 'E' F p.A.&. pAa. Mode ____________ 'I ____________ ____________ Density Counts Total Average j. Dry.density(p.cl)___ % Compaction— Ratio 116-A g Lo7.(' q Wet density(pc.f)........... %t4.2.. 617 1o.4 C%0 Retest.No. DISTURE Moisture counts Average Ratio Water (pLcf) %Moisture ______ Total $O'(o 11.3 ___________ A. DENSITY CK. • Wt. cyl. + soil_____ Wtcyl. 34 Net wt.. soil Wet density (p.ci) % Moisture DLy. dens ity(p.cf.)_ E.MA R KS. LeROY CRANDALL AND ASSOCIATES: consulting geotechnical engineers Page of Form 309 Standard counts 'V 'V INSPECTION & TESTING OF COMPACTED FILL 108 NO. CLIENT C..y c4 Ccbo.c ..00ATION POwcr Total SAGE NO. -S DATE 7'3/3 .INSP G Ave. Density Moisture I rEST NO. Lqs Location________ Elevation________ Soil type Max. density Opt.moisture ______ tva °4415 io 5z5+a5, _________ L77 2.83 z..gc. Ck 2-O Se-CL Sw 1L Us us I LTf ____________ 13 1.5 • n0e+fr%S,zae Mode __________ Density •- __________ __________ __________ ___________ ____________ ___________ ____________ ____________ ____________ counts Total Average Wetdensity(p.ci.)_ Dry . density (p.c.f.)_ % Compaction— Ratio tm..q %Z.I qq 123.Z. c 5 U2. ________ CIS ________ q7 ' Retest. No. OISTURE . Moisture- counts Average Water (p.ci) ' Total Ratio %Moisture ____ __10.0 ______ O.2.. t.3 LZ,,O X. DENSITY CK. . Wt. cyl. + soil._____ Wtcyl. Net wt.. soil Wet density (p.cf.) / Moisture DLy_density.(p.cfl_ EMARK.S. • LeROY CRANDALL AND ASSOCIATES consulting geotechnical engineers - Page of Form 309 Standard counts 'V V INSPECTION & TESTING OF COMPACTED FILL CLIENT _____c-' OCATION . Total ;AGE NO. 5 DATE WtLIT3 .INSR Ave. Density Moisture 46042. 3S ST NO. :Z89 A 7-% B Location________ Elevation_______ Soil type Max. density Opt.moisture 4L4.o __t64490 22.Co 1.43 . Sc.CL -. 3S t's 13 )ENSITY k,E.C'R.. A. Mode __________ Density 8" g •' __________ __________ __________ ___________ . . Counts Total Average Wet density(p.c.t)_ Dry. density (p.c.fl_ ; % Compaction__._ Ratio ___________ to'.' qi. tZ2.2... V09,4 I2.2,.9 -4(.o.7 Retest. No. OISTURE ".Moisfure - . Counts Average Water (pci) H Total Ratio %Moisture 12-9 F- AX.DENSITYCK. . . Wt. cyl. + soil.____ . Wt cyl.____ Net wt... soil Wet density (p.c.f.) % Moisture DLy.density.( cf.) EMARKS. (1 LeROY CRANDALL AND ASSOCIATES consulting geotechnical engineers Page of Form 309 Standard counts 'V V INSPECTION & TESTING OF COMPACTED FILL POE' 0. CLIENT OATUDN. _ Total ;AGE NO. S DATE _INSR Ave. Density Moisture 4S I 7771 rEST NO. 287A ' Location________ Elevation_________ Soil type Max. density Opt moisture ______ __________ c.-c It% lit ___________ 130 )ENSITY £.c... Density Mode Counts Average Wet density(p.c.f)..._. Dry. density (pci.) - % Compaction__ Total Ratio tZ,O,t. ilL * S tILL. Retest._No._______ STURE J"--,Moisture - . Counts Average. Water (pct) Total Ratio ;.' % Moisture DENSITY CK. Wt cyl. Wt. cyl. + soil._____ Net wt.. soil Wet density (p.c.f.) % Moisture DLy.density (p.cf.)....... 1 !.EMARKS. - Page of LeROY CRANDALL AND ASSOCIATES Form 309 wo consulting geotechnical engineers Standard counts 'V V INSPECTION & TESTING OF. COMPACTED FILL 2fl0(,0076000I OOC 0. CLIENT C.i4-y o Crb&.4 I.00ATION'_iow_A.pr-_Ql.. Total AGE NO. _________ DATE .INSP. G, Ave. Density Moisture 4c,o q.3'15 rEST NO. 2.85 Z,91# A 2.k7 LOCatiOfl________ Elevation_______ Soil type Max. density Opt. moisture 327+30 I64+2..0 51V.po ZS..fo 3Z34 0 Ii+.o _________ _ __________ S fA SM S 0A S.-c.L. S c.--L It s 115 tt~s_ us (3S t3.5 .S I.5 13.0 13.0 )ENSITY (.c. p.4.R.. E.c. Soc Mode Density counts I, Average Wet density(p.c.f)_ L. Dry. density (p.c.f.)... % Compaction _ Total Ratio tS.7 t2.2.. IIS.g 17.7.1 tt.3 17.1.5 tO.7 10$-Co £Oi. Vi.4 tO.(o t07.7 ____C11 1 92.____ . d1( 90A 91 Retest.No. 'OISTURE Moisture- counts Average %Moisture ______ Total Ratio Water (p.cf) S'.f t,.8 1.1 t2.0I 8.9 11.2 AX. DENSITYCK. . . Wt. cyl. + soil._____ Wt. cyl. Net wt.... soil Wet density (p.cf.) % Moisture DLy. . densityjpcf.)_ J EMARKS. Page of_ LeROY CRANDALL AND ASSOCIATES Form 309 ww consulting geotechnical engineers: Standard counts 'V V INSPECTION & TESTING OF COMPACTED FILL lOb tJO. CLIENT C..; 4y c Co.Ibc ..00ATION'_Aror+RA . Total AGE NO. S DATE 71g/1j .INSP. c,.00j- Ave. Density Moisture lEST NO. Location__________ Elevation__________ Soil type Max. density Opt. moisture ___________ ____________ DENSITY Mode Density counts Average % Compaction ___ _Retest. Total Ratio 90 Wet density(p.c.f.)_ Dry. density (p.c.f.)_ __________ _No.________ (URE Moisture- Counts Average Water (p.cI) Total Ratio %_Moisture AX. DENSITY CK . Wt. Cy 1. Wt. cyl. + soil._____ Net wt.....soil Wet density (p.c.f.) %Moisture Ojy. density. (D-cf.) EMARKS. • (\ ( LAW/CRANDALL, INC. Forrn309 • -- V Standard counts - INSPECTiON—&TESTING---OF---CQMPACTED.--FlLL Density—.lMoj.r - ( : ..'...:.. - JdSNO. —CLIENT C4y.b Co.44Sb0.ti t.QCATION >aAo.f%D4 J1)Dr4. AA.. Total AGET_DATE ••7/ /Q ......INSP.._(J . I____ EsT'Nd:*;H. ....1 -o . tcation C400 !(3O Elevation . . . •43 •• . q.g Soil type_______ SM __________ .5 .\ .L. CL .- •. -115.......... ....1.07 Mcx.densify -- . .. Opt. moisture - 1 13.5 11.5 20 DENSITY-.'• . -. . . . ••.•• .P.A.&, . P..&. . . I 6'vA/MP se i A -A Mode . I _" '. F.:. Density •.. ..I •• •• ________ . ______ counts :Total . -. . .•.• ____________ Average Ratio . Dry density (p.c.f.)_I 101.1 i07.7 4:. Wet density(pc. 61%. fJ_ %O6.- 93 G04 3 - 10 . % Compaction. Retest No. t3TURE •. . . 1 I_______ . . . Moisture counts • - _____________I ____________ . _____________ __________ Total • ...••• • - Average • . Ratio ____________ : Water (p.c.t) 10.5 . o.z. v.% e/ Moisture . . - • . . . .• MAX. DENSITY CX. :.. Wt cyl. 4•• soil Wtcyl. _________ . . • - . ________ J. Net wt..soil _____ • . . Wet, density (p.ci.) •. . . • . % Moisture _____ ____________ ______________ ____________ _____________ ____________ . . •••. •.•.• ...........0ry_density(cf.) . . ••.. .REMARKS-- ••:..• .. • . . . - S • S. • •• .5.. ...-....• ... .5 -S . . . . . ................ 17 LAW/CRANDALL, INC. 1.7 —&TE5TlNGOFCOMPACTED--FILL.. JOB NO;._______ I EN Q' -06 LOCATION z-c'rx . . Total dAGENO DATE_7 INSP._c1 Ave Page' ___cL.. Form 309 Standard courts TEST NO 74 - -- z 73 li 70 7 Locati : . p . Elevation . _________ i "4- + C L k4 .. . .5 . __________ .. - I________ typa. - .jie .t. Opt. moisture :. •. : _______ :. . ______ Mode .:. Density-. Counts Total _________ Ratio' Dry density(p.c.f.)_ % Compaction_ _________I_. Average __________ I1I•_l j 4 . liz_Z ¶y 1._7!, Wet density(p.ci)_ /o.1_ 4 [ •/S. 1 ___________ 1 _________ Retest No. `TURE COUrtt3 Moisture . . : Water (p.cI) %Moisture ____ ::: ... Total Average-. Ratio / /&3 -.1 JSE, I_/3.. l.ZY.J /4/ I ° I_JIS X !!AX. DENSITY CX. . . :-.. WtCYI Not -wt •soi... : .. -Moisture . ......... Dry-_densityip.cf.)_ Wt; cyl. -4- soil . . Wet-. density (pc±) .... . . . ,. . . ... . EM AR KS LAW/CRANDALL, INC. V L • - .. _ - • -...- - - l t I:. # #% j f 9 9• INPtLHUN—C.4 ---I . : T * .. . : . •. : ' . . J(id NO —CLIENT C-y o CSOCI LOCATION Pd—e A;r O.1r . Total GAGE NO. .DATE 7f?3 .........JN5P. Ave. Page —of- Form-309 Standard Counts TESTNO......:: It ., ... . : Soil -type ...: MMMMMMMMMMMM. . Optmoistura ______ 32..4. 5ô :.. Location - ti.4 19 0 •• •çM:• • . Elevation .. - . . ... ...- li .....-. its t3S ____________ DENSITY . . ... f.' . iIAt-c.k • .. . . .. : .. Mode Density Counts RotIo . .. Wet density(p.c.i)_.l. Dry density (p.ci)_...4 % Compaction__I :Total Average 1 h1,8 1011.4. 107.l C. ltR,4 110,1 Retest 'No. Moisture counts ':'Average- 0/Moisture _____ 10-b Total Ratio Water (p.c.L) . .Io.tf 7,5 _DENSiTYCX. • .*. . : Net wt; :soil • Wet. density (p.c±) Wt cyl. .4. soil f.. wt, cyi. ._. . _______________ . ________________ ______________ . . / . Moisture ....... ( ( Aw ' LAW/CRANDALL, INC. Form 309 ..---- ..--.. Standard cnti lNSPECTfON--ETESTlNG---OF-- COMPACTED.FlL_.... — L-_ —. DensitlMaj,u L42.Oo7SOOeI . ........... . . NO. .JOB —CLIENT 'Y OCATION Plo.a ci A .•: Total . AGENO _•••_DATE III— INS P. Ave. . ESTN:-.. I_28A 44 2,32S I -12,3+Sc, I I 1(.s.00 -- - Elevation -'soil* type _ .: Mox.density Opt. -moisture-- ENSITY .... Mode !... Density COUntS 4 ...Total Average Ratio . Wet density(p.ci) Dry density (p.c.f.) p... 0/i, Compaction_ Retest No. _____ TURE .......... Moisture . ..ç counts .....Total T.*Averoge Ratio Water (p.ci)_ % Moisture £.C& 4"4 1eA1AV4e - cM.k.* ff it 91 .2_iL - ,4\ . .u. _ t3.5 I3.S n ot 09. Li I 1A.DENSlTYC)(J •• ________( J .__. ( .. :.. Wt cyl. 4- soil j: Wt cyl.:__________ . •. . .- . Net wt: soil • . . Wet . density (p.c.f.) :. .. /e. . Moisture ............... . . .. .. . . . . . . .. .• ..• .. .. :. ..: •... •.. . . .. . . .... ......-. . ....'• .. . . .,... • . . .................... . . . • .: -... . • •.. ........ . - . .• . . . . .. ........ . ........... . . .......... .r. ( ( LAW/CRANDALL, INC. P a q C -___ of - For7, 309 -- Standard counts. -_V-V I NSPECTON—&TESTING—OF COMPACTED:--FILL-..Ostty —lM ure føO7SOOUl - JOB NO —CLIENT Total LOCATION lyzpzir4 ita- ...A .T_ AGENO. .... .DATE .1 '7Iil3 1NSP - MV5 !? Location Elevation . :*'soiItype ._1 'Opt -moisture 13 .. (3 z.....: Mox.density . :... JflL___.•-...-t -_- DENSITY .______________. . . . . counts Mode :. Density Wet densty(p.c.0_L_LL.7 Dry denzity(p.c.f.)_. ,... % Compaction_—I - "Total Average . Rollo II'4•7 7 LLs.7 L12. C1 LO .__. ___________ . ___________ _________ ____________ __________ Retest 'No. NIpISTURE Moisture counts .'4verage ._._. ;Ratio v: Water (p.ci) /e Moisture ______ Total .. . . 1 1 7.8 T DENSITY CX. Wt: cyl :. Wt cyl. -+-soil Wet. density (p.c±) - ....... Net wt: soil . . ._.. F %. Moisture ._._._.. Rth,ARKS Pag.'___ of_ 309 Standard Cowts D5itY-'---lMaistur ? Location________ Elevation :SoiI type.1 Mox.density•_... 23S400- L34o Z3S..S 77 '190 1 t4 4.3 C.C.ic_$C..CL .t4,47 'liê $C. c. 917 Sc-O .. - .. -- S .. ....... Opt _moisture ______ -_.3 . _. . 13 .5 . DENS1TY-- ... . .......... ". . I s' al. .. . £ ' ' L., .p.A&. Density .-• : counts - Mode . - _________ - I ________ Ratio 1:. Wet density(p.c..fi_._4 P Dry density (p.c..t.)_. :Total Average % Compaction_I__________ _ 108d. 1t.% ____________ liq.(o _. 91 ___________ 12L.5 'z. Retest _No. MpISTURE Moisture ..; counts erage. ._._. : Water (p.ci.) /e Moisture _______ Total . . . ...- Ratio iO• 11.1 1.I I3.o Vs.9 tom DENSiTYCX. Net wt: sol I . Wt. cyl. + soil WtcyL_______ S S Wet. density (p.c.fJ . • S_S• _____________ %.Moisture .Dry_densityicf.) . . .... . REM ARKS LAW/CRANDALL, INC. INS PECTION—&--TESTiNG---OF---COMPACTED.---FlLL,° I - q?I,OQ7SOOOt JO9 NO. - CLIENT C;4y f I2OCATION Ap .,Total GAGE.-NO.- DATE' (eIioIt .°.INSP Ave E LAW/CRANDALL, INC. of... Farm- 309 - V Standard Cts 1NSPECTON—&--TEST1NG--OF---COMPACTED.--FlLL-, 0ensity —.l,1oj.s,ur, I - I - - JOB NO ' —CLIENT' LOCATION ' R4._ ., .rO tal 46 ~11- 3AGE:NO."—'DATE' _'(Daifi!s JNSP. .H_•' -. '.::H Location Elevation_' ' "Soil type " .. 'V Max.density"_-""l'--' T•' 'Opt _moisture '173 -.t•"' 777 . ' -:,• . ' ' ' 'fl""-"-"'-'-'_.'. 13 13 DENSITY--- . ,A.Q' ., . Mode Density counts :.Total _____________ . Average Wet denzity(p.c.f)__.. Dry density (p.c.f.) Retest No. ________ ' - -. .' _____________ Ratio' % Compaction _i_c19 12%.I l2.I.4 .94 44 LO.'+ ' ' [ . ~iOI STE Moisture co&ts :':. Average' 'Total Ratio Water (p.ci) e/o Moisture _____ 10.0 _' .io.0 1.X. DENSITY CX.. :-' Wt; cyl. -4- soil Wet', density (p.ci) ' Dry- _densityj.) .•- Net "wt: soil :4...: • %. 'Moisture. ' RE-IM ARKZ ( ( LAW/CRANDALL, INC. -W—.V~—INS PECTION--7&-.---TESTiNG—OF~-COMPACTEO:--FILL-~.,......- 08 CLIENT - LO CATION ' S RA Total AGE.NO.' ' .D AT E JNSP '. Paqc —._of._ Form 309 Standard cowts- TEST ts Z. __ •i1 __. •:. Location_'' ' " goeo O4 ,p co+6.,[ . .—Soil type " Elevation Max.density""_-- .,,, ,,_.,—....\c . . . ....... 'Opt 'moisture .;'T t:, AAI R, S. ' . _.. •._I_______ Counts - - Mode .':.• Density "' :: '•H ' I , Ratio' :•''• Total Average Dry deisity(p.c.f.) _' cT.3 1010.8. : Wetdenzity(pc.fJ_ '21,1 '04 Compaction— cw .1_'R1 RetestNo. tOr!STUE_'. :I_____ 1._ . _____ ______1•' Moisture '•' - ____________ _____________ . ' I_____________ ___________ I: 1010! -----'Average. Ratio *":'' Water(p.ci) ___________ 0/Moisture ______ iI.__.L . Il.,, 1 p'I. DENSITY CK .. . ' 5 5 •________ Wt; cyl. -4- soil Wt cyl.._' ;.'. Not -wt.- :soil Wet', density (p.c±) - ' ._I • 04 . Moisture _____ S_[ S 5 " " S S REM AR KS LeROY CRANDALL AND ASSOCIATES consulting geotechnical engineers INSPECTION & TESTING OF COMPACTED FILL ( Of. o° ?S 06 JOB NO. CLIENT GY 0C LOCATION ' ?ft. ift..- P. Total GAGE NO. ______-DATE 4I73 INSP. /C-. Ave. Page - of Form 309 Standard counts Density Moisture 2'Ct) ((2- TEST NO. 2F 2 7 3c>3f Location Elevotion_______ Soil type_______ Max. density Opt.moisture .6r6 3,,i2c i6Sjs I 14 1 00 312. ______ __ 'js-c _________ CL _5C C _-C(.. SC S C. i t T . __.L._....?3-6 1 1 3.ô 1)3.0 p 3.D i13.--o _ __ fir. DENSITY ec.f P.M of - Mode ______________ _____________ Density counts Wet density(p.c.f.)_ Dry. density (p.c.f.) - % Compaction_ Retest. Total Average Ratio I 12/.3 j_?.ô /2'b._7 /Z.t.s cLe 1-6 C. lo 4 /0 1'_Cf // /£( I_o -i-t10 ___ g_i '1_1 _No._______ MOISTURE counts- Moisture Average 0/Moisture _____ Total Ratio Water (p.cl)___ _____________ Si., ,.L 14, -81 1S 4 13 .r tl.7 MAX. DENSITY CK. Wt. cyl. + soil._____ Wtcyl. - Net wt.... soil Wet density (p.cI) e/o Moisture DLy.. density.( Qf EMA R KS. LeROY CRANDALL AND ASSOCIATES consulting geotechnical engineers Page of Form 309 Standard counts V INSPECTION & TESTING OF COMPACTED FILL I.4O6 °°° I JOB NO. CLIENT c.er7 p LOCATION L. A i t . ILb - Total GAGE NO. _________ DATE _ .INSP. _____ Ave. Density Moisture TEST NO. Z2/ 22 -? 3 2 2 '( 225 2 Location EIevation________ Soil type Max. density______ Opt. moisture ______ 334(rS 53ct7 33706 1 -71 r5o I b0ts° 17/o?;' '310'(2_ 3'!'e. 32'/. i,.)0 b __________ c. Sc _ 5 - 5C. Js.O 13 . r,> 113.0 1 /3 .0 3.o .3.0 ___ 13.a i.c ,.- DENSITY f.Ie Mode _____________ 'I Sff ' 6 Density counts Total Wet density(p.c.f.)_ Dry. density (p.c.f.)_ % Compaction - Average Ratio (2g.7 i0.S j2G_. /1_3 *22.7 J24'._ II3.0 SiS'.u. 111.7 103.7 .10 7.1 /07.0 __ g s Retest. No. ____ 1OISTURE Moisture- counts-- Average /e Moisture _____ Total Ratio Water (p.cI) I)i !'1.? I'/' MAX. DENSITY CK. Wt. cyl. + soil._____ Wt. cyl. Net. wt.... soil Wet density (p.ci.) % Moisture Dry..density.(p. cf. )_ 0 1' fREMARKS.. F(#Vct m' LeROY CRANDALL AND ASSOCIATES consulting geotechnical engineers Page of......... Form 309 Standard counts 'W V INSPECTION & TESTING OF COMPACTED FILL )8 NO. CLIENT CT7 OA )CATION PAL..4ft.iQb.._. Total GE NO. -DATE- T'_.INSP. f$.j~•S.ø, Ave. Density Moisture 2(.7 Ljc E'S TNO. 2"A- 2'S Location______ 'Elevation_______ Soil type Max. density Opt. moisture _____ z,C,?S 21oo Zi312.S 210700 'if'z"fe o7 .so% $L .S C 5_C- S( __________ 113.0 1. is..r ENSITY Mode Density counts Total Wet density (p.c.f.)_ % Compaction Average' Ratio 122. I 12.( le g, Dry . density (p.c.f.)_ ef Retest. No. OISTURE Moisture- counts-- Total Average Ratio Water (p.cl) % _Moisture AX. DENSITY CK Wt. cyl. + soil.____ Wt. Cy 1. Net wt.. soil Wet density (p.ci.) / Moisture Dy.._dens! ty(p.c.fi_ EMARKS. LeROY CRANDALL AND ASSOCIATES consulting geotechnical engineers Page of Form 309 Standard counts W V INSPECTION & TESTING OF COMPACTED FILL oo7coo ( )B NO. CLIENT CITy o C,9et50 )CATION ft ,it CA Total GE NO. _________ DATE _ .INSP. K.RA4vSS Ave- Density Moisture ac 7 ______ EST NO. Z. 2,5 2'..S 2.,'4 Location______ Elevation _____ Soil type_______ Max. density______ Opt moisture Zlrso 2,fteo Z __i.ic. I3.j-oo _______ 5_o.' 'fff1,' 1,977 Sc-. S C. Sc- S C.. S .. C 1I..O ((3.0 uI3. 1,3.0 /13.0 1(3.0 's-c Is-.c IS-3• ENSITY J. s. -. Mode p. Density counts Total Wet density(p.c.f.)_ Dry. density (p.c.f.)_ % Compaction Average Ratio ____________ 120. 1/8. 117.I 11'7._7 1('s_ !o2. (00.) i4. /0.7 1 '% ?_7 Retest.No. OISTURE Moisture- counts- Total Average Ratio Water (p.ci) %Moisture ____ _________ lq.cj 1~.'f I(D. I~.•! /_o AX. DENSITY CK. % Moisture __ DLy.. density. (p.c.fi_ Wt. cyl. + soil._____ Wt. Cy 1. Net wt.. soil Wet density (p.ci) _____________ EMARKS. Page of / LeROY CRANDALL AND ASSOCIATES Form 309 consulting geotechnical engineers Standard counts INSPECTION & TESTING OF COMPACTED FILL I'1I.:1iri 2 4c,C 007.5-000 )8 NO. CLIENT elry of )CATION PAE. /.k Total %GE NO. _________ DATE _ .INSR Ave. ESTNO. 2 -Z C3 2" Location_______ Elevation______Im Soil type_______ Max. density j)1ø /f'f6TJ /-(1?r Z17 I'S 0 fIr I 4.c7 p S ___________ ll.2 13, t> Opt moisture EN SIT Y Mode ____________ ____________ ____________ Density counts Total Average' Ratio ________ Wet density (p.c.f.) - Dry. density (p.c.f.)_ % Compaction_. I 1. '1 _ (o?. io'(.4 97 Retest. No. 01ST U RE Moisture- counts- Total Average Ratio %Moisture _' Water (p.cI) ./_7_3 j_L(3 i AX. DENSITY CK. Wt. cyl. + soil,_____ Wt cyl. Net wt... soil Wet density (p.cI) %Moisture DLy.density(p.c.f.)_ EMARKS.. LeROY CRANDALL AND ASSOCIATES consulting geotechnical engineers Page of Form 309 I. Standard counts W V INSPECTION & TESTING OF COMPACTED FILL ?'?Ot at. ?Ob6 4 lB NO. CLIENT Ce 6 A )CATION Pñ,..,4,!.. Ito Total WE NO. _________ DATE (-?.INSR _K.., Ave. Density Moisture :ST NO. z 07 Soil type Max. density Opt moisture Location_______ EIevation ________ SC ___________ NSITY Mode Density counts Total Average Ratio ________ _____________ Wet density(p.c.f.)_ J 17- (( 1.? q. 3 123.'! 1?!.. 7 Dry. density (p.c.f.) % Compaction_._. Retest. No. 31ST U RE Moisture- counts- Total Average Ratio % Moisture _____ Water (p.cI) ,4f, 0 111 7 15. V 16-7 AX. DENSITY CX. Wt. cyl. + soil._____ Wt. cyl. Net wt... soil Wet density (p.c.f.) % Moisture DLy._density.(p.cfl_ --MARKS. Page I of LeROY CRANDALL AND ASSOCIATES Form 309 consulting geotechnical engineers Standard counts INSPECTION & TESTING OF COMPACTED FILL Z0' oolc000, DB NO. CLIENT _Ct?sf D OCATION fA Total AGE NO. ______ -DATE _-'-> .INSR K It Ave. EST NO. 191 2oO 2os ZoZ. z Location_______ Elevation______ Soil type Max. density______ Opt. moisture ______ /7t0 fS O j Ir r?c IT9r& LjS.C) ___________ ( - C I13.0 ),i3.b Ii). 1/3 0 113.0 lS'F2_. )ENSITY counts — Mode Density I Average- Wet density (p.c.f.)_ Dry . density (p.c.f.)_ % Compaction — Total Ratio 111 1?. /20.1 IO). 10 7e C __________ - 1 1 157 Retest. No. AO I ST U RE Moisture- counts, Average / Moisture _______ Total Ratio Water (p.ci) 12 / 3 . MAX. DENSITY CX. Wt. cyl. + soil._____ Wtcyl. Net wt... soil Wet density (p.cI) / Moisture OLy. density. (p.cf.)._.. REMARKS. LeROY CRANDALL AND ASSOCIATES consulting geotechnical engineers INSPECTION & TESTING OF COMPACTED FILL 2402 0 G?SOOcjl )B NO. CLIENT Cy F C,3LSaAiô )CATION 4*. b. Total AGE NO. _________ DATE 4373 .INSP. jc Ave. Page ' ofJ Form 309 Standard counts Density Moisture _______ 427 EST NO. I 6h- 115 1 gI rs Location________ EIevation______ Soil type________ Max. density Opt moisture _Lk1t?..._ 1'1/ f-06 1T7 7S 1071.,r I•t 1-.rc) /_O tzr ________ Si" _SC S". _SC S 5" _SC S#" _S( S i )13. 11 3.0 113.0 113.0 II30 is _'It I c '/ Ic_'/e f/ f_ ENSITY Mode ____________ c ____________,sr'of Density counts Total Average Wet density(p.c.f.)_ Dry. density (p.c.f.)_ % Compaction Ratio _C, 7 lb_3.7 1o3.3 ' _7.) j _c1•_ , io _5.? re (. ço 3 1_ Retest. No. CISTURE Moisture- counts- Total Average Ratio 0/Moisture ______ Water (p.ci) _7.( ,((,_ j( _7 IL.'1. /f.0 /. AX. DENSITY CK Wt. cyl. + soil._____ Wt. cyl. Net wt... soil Wet density (p.cI) %Moisture IDLy._density(p.c.fi_ EMA R KS. LeROY CRANDALL AND ASSOCIATES' consulting geotechnical engineers': INSPECTION & TESTING OF COMPACTED FILL 71fo6z 007s 000 18 NO. CLIENT "7 C4 P- )CATION A i'. - GE NO._________ DATE _.INSP. Total Ave. Page ? Form 309 Standard counts Density Moisture I 21C I- i --ST NO. Soil type Max. density Opt. moisture Location_______ 'Elevation_________ __________ __________ 12i.0 I ?' I? c) NSITY Mode Density . counts Total Average Ratio Dry. density (p.c.f.)_ % Compaction _ Wet density(p.c.f.)_ N 7,6 gp Retest. No. OISTURE Moisture- counts- Total Average Ratio % Moisture ______ Water (pcI) / (, t3' I c 7 AX. DENSITY CX. Wt. cyl. + soil._____ Wt. cyl. Net wt... soil Wet density (p.cf) % Moisture DLy,..density.(p.cl.)_ MARKS.. LeROY CRANDALL AND ASSOCIATES consulting geotechnical engineers Page / of Form 309 Standard counts w V INSPECTION & TESTING OF COMPACTED FILL B NO. CLIENT— Ci'f o CARLSDAO CATION ____ Total ,GE NO. _________ DATE 3.INSP. J Ave. Density Moisture ______ 'ST No. - Location_______ Elevation________ Soil type Max. density_______ ____ 1 7f5 b 'i-cO lgioc /1oo Tf~r jL i . 4'.- o q 'j '1 It 'q -(7 4'I s , Z 12 1.0 I? (.O '. 0 /7,'.O 1.0 Opt moisture 1 2-0 2. .) 7. c) 12.0 12 :NslTY Mode Density counts Total Average Ratio _______ Wet density(p.c.f.) — Dry. density (p.c.f.)_ ole Compaction — 2 7. 124 3 a? $-,-1 1 30. 2 1 2 12 L 110 . Ill. U It Ia 7 I/S il</ • 3 / o g. '9 1 1 Z '7 ? g c 9.1 Retest. No. ___________ ) 1ST U RE Moisture- counts- Total Average Ratio %Moisture _____ Water (p.cI) 13..6' X. DENSITY CK. Wt. cyl. + soil._____ Wt cyl. Net wt... soil Wet density (p.cI) %Moisture DLy_density.(p.c.f.)_ :MARKs. LeROY CRANDALL AND ASSOCIATES consulting geotechnical engineers Page of Form 309 Standard counts W V INSPECTION & TESTING OF COMPACTED FILL 2(,6670 7 00' )8 NO. CLIENT CIi, O C/,f,2L.s/34l )CATION fAt.it b Total GE NO. -DATE f 3_1NSR Ave. Density iMoisture Z _tJa.~ —_ST NO. I3 Location________ EIevotion______ Soil type_______ Max. density______ Opt moisture 2/7O 0 Z IL,7,0 1A 1 It?S ZS )175 _______ ___ ______ ________ ;.0 C- C ii3-0 (s3.c) j 1 3.0 iS. EN SIT Y Mode _____________ ____________ 19 ,. _,c Ic Density counts Total Average Ratio Wet density(p.c.f.) Dry. density (p.ci)_ % Compaction. I_2_0 _7 122. I Z_I I Z I.3 101, fp3. ic,_.o /0 7.S— Retest. No. OISTURE Moisture- counts- Total Average Ratio Water (p.cI) %__Moisture _____ I_8 17'. I_,3 j6.(' X. DENSITY CK. Wt. cyl. + soil._____ Wt cyl. Net wt.. soil Wet density (p.cI) % Moisture 2zy.density.(p.cJ3_ EMAR KS LeROY CRANDALL AND ASSOCIATES low• consulting geotechnical engineers INSPECTION & TESTING OF COMPACTED FILL 20cs7c000t JOB NO. CLIENT_C.I7 ,' OF 911 a LOCATION i1 'P Total [GAGE NO. _________ DATE 52- .INSP. Ave. Page of Form 309 Standard counts Density Moisture (0 112g TEST NO. Location________ Soil type ________ Max. density_______ Opt. moisture 2'S'So 23° 5 2. 3 z rco Elevation_______ ,c._ 5 C 5 < I..s. ° I/_s.- c o /3 O DENSITY Mode _________ 9" 5" 3' Density counts Average- Wet density(p.c.f.)_ Dry. density (p.c.f.) - % Compaction_ Total Ratio ________ I l V . ( /0 ct, ff/ 0 ?. /(j 4. 'f Retest. No. MOISTURE Moisture- counts- Total Average Ratio Water (p.cI) % Moisture MAX. DENSITY CK . Wt. cyl. + soi.l_____ Wtcyl. Net. wt.. soil Wet density (p.cI) e/o Moisture EMARK.S LeROY CRANDALL AND ASSOCIATES consulting geotechnical engineers INSPECTION & TESTING OF COMPACTED 2 'fO6?O Ooo JOB NO. CLIENT_Cifl, OF CAP L9 LOCATION P4 GAGE NO. __________ DATE :5'27-'3 .INSR FILL Total Ave. Page of Form 309 Standard counts I Density IMoisture I TEST NO. '7c- 177 Location -Elevation_______ Soil type_______ Max. density Opt. moisture 2311-00 22'31 237-r. 31j5c 23 Z 3)-too '17k ________ 'q ISO __ '10____ ~ C.. 15 C 5 C C __________ _____ 1fC.c //..o ____ I? () (3 I3) 13, D DENSITY VA - nC .0 . . P-/7r. Mode Density Density counts Wetderisity(p.c.f.)_ Dry. density (p.c.f.)_ % Compaction _ Retest._No._______ Total Average Ratio ____________ 12/-L/ I2..,z 1.71,_3 s23.. /"° It?.o 10&16 JOS. _7 'I? MOISTURE Moisture- counts- Water (p.cf) %Moisture Total Average Ratio 1313 12.Z.. DENSITY CK. Wt. cyl.-l- soil.____ -' Wt cyl. Net wt.. soil Wet density (p.cI) % Moisture Dz,y,. density. (p.c.fl_ REMARKS,. LeROY CRANDALL AND AS S O C I A T E S consulting geotechnical engine e r s Page 2 of Form 309 Standard counts 'V V INSPECTION & TESTING OF COMPACTED FILL NO. CLIEN &'7 ' CAR LK84'0 ATION __________ _____________ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ Total E NO. _________ DATE_£'-2),INSP. __________ _ Ave. Density Moisture ?& TNO. /73 17'( Location_______ 'Elevation________ Soil Soil type Max_ density______ Opt.moisture _______ 3 1 -S /S- Uf•O 1/0 _________ I'._ JSITY Mode Density counts Total Average Ratio Wet density(p.c.f.) - Dry. density (p.c.f.)_ /'-' 2 1? c. 0124. //a.'$ % Compaction Retest. No._______ bISTURE Moisture- counts- Total Average Ratio Water (p.cl) % Moisture AX. DENSITY CK Wet density (p.ci) Wt. cyt. + soil._____ Wt cyl. Net. wt.. soil e/ Moisture DLy.densify.(p.cfl...... EMARKS. Page / of LeROY CRANDALL AND ASSOCIATES Form 309 consulting geotechniCal engineers Standard counts INSPECTION & TESTING OF COMPACTED FILL it 7 '/Oé O-CO 00 1 DB NO. CLIENT ciiy OF- OCATION PAL Total ACE N0 K DATE 6-2C--13 .INSR Ave. EST NO. /67 /6 T' /é 'f i70 I7 1-7 Location________ 70qf5 7ô37o0 ?olf°c' 2O-1Sc, 1/7 P. 333_ EIevotion_______ Soil type________ Max. density______ Opt.moisture ________ ./c3'(, L/c3h/2 oO -_ L/3a - __________ Ii~.O __________ __________ __________ __________ __________ co 11,T.' I3.0 (3) 13'c) 1 3.) tf.O ________ IENSITY __________ 6..le js, 314t __________ Mode ____________ ____________ ________ counts - Density Total Average Ratio Wet density(p.c.f.) Dry. density (p.c.f.)___ /e Compaction C3. Io'1,7 I bc.. If 169, I2.s- '1 -7z 3. '1 ( '7 I 1' Z. if Oil Retest. No._______ 4OISTURE Moisture- counts- Average Ratio Water (p.cI) % Moisture ______ Total L/,( I _3 / 4. I. far 1_i_3 1 3 MAX. DENSITY CK. Wt. cyl. + soil._____ -' Wt.cyl. Net wt.. soil Wet density (p.cI) / Moisture D.r,y,density.(p.cf.)_ REMARKS. Page - of LeROY CRANDALL AND ASSOCIATES' Form 309 consulting geotechnical engineers" Standard Counts INSPECTION & TESTING OF COMPACTED FILL Z 'O6OO?s'c)c) I JOB NO. CLIENT—Ci17 OF c,leL44 LOCATION P14e. ,iP. kb. Total GAGE NO. _________ DATE 293 .INSR Ave. EST NO. if /6 1 J(,2 Location_______ Elevation_______ Soil type ,Tfl ISII?5 Ic3'tob ,5'7t5c) Lcrt25 IS7ic-ô s 'I3"f s '132: tf27 134 ______ CL ____ Max. density______ Opt. moisture /ifo ut - I,'.O ic. .) f ii a I 0 DENSITY Density Mode Counts Wet density(p.c.f.)_ Dry. density (p.c.f.)_ Total Average Ratio 122,2 12.q, i_z-'y.o f _0 /0j' - 11 I)_/. til.cl ,O'7 //0- k % Compaction_ Retest. No. MOISTURE Moisture- counts- Average Total Ratio Water (p.cI) %Moisture 1. 2 IC.-4 13_ MAX. DENSITY CK. Wt. cyl. + soil,_____ Wt cyl. Net, wt.,. soil Wet density (p.cI) % Moisture Dzy,.density.(p.c.fJ_ 'REMARKS. Page of LeROY CRANDALL AND ASSOCIATES Form 309 •• consulting geotechnical engineers Standard counts INSPECTION & TESTING OF C O M P A C T E D F I L L I Density IMoisture I zqot o5 °°' O. CLIENT c!y O CAR (t TION PAC AP- ot D . Total NO. __________ DATE J-- INSP. LL Ave. NO. Location________ slfl'jk#OQ Tf__3#o p,_g5to5 T6't i67t:Q jf..36 I# EIevation______ Soil type Max. density______ Opt moisture _____ Z7 _______ Y ________Z13 4'56 27$ ___ S C(.. Se -C _________ 116 'is-'.' i._. /,S•._a t 5.o ShY PJ0t7M s6C pflR. p p.p.t. !r ,& Cr P.A.P. Mode Density counts Total Average Ratio Wetdensity(p.c.f.)_ Dry . density (pc.f.)__. %Compaction_ 1._ 12 q. _________ /o7'7 j2.O IjO .7 121.3 io 4(.7 io _o Retest. No.________ 1ST U RE Moisture Counts" Total Average Ratio Water (p.cL) %Moisture ___ _ Z7.c k - I -.'j X. DENSITY CX. Wet density (p.cI) Wt. cyl. + soil._____ Wt. cyl. Net wt.... soil % Moisture Dy.density.(p.cfi_ MARKS( 7j, A 7 OUT Of T d C f1L'L- 1tiA. ,1JO pCT.i "PS ycN. (3 LeROY CRANDALL AND ASSOCIATES consulting geotechnical engineers Page of Form 309 Standard counts IV INSPECTION & TESTING OF COMPACTED FILL 2. tcO eo7 JOB NO. CLIENT____________________________ LOCATION P4... Alk P, A, Total GAGE NO. ___________ DATE S21-,3 .INSR K Ave. Density Moisture 28 ) rEST NO. 15 Location 'Elevation_______ Soil type Opt, moisture _____ JC'°o 91 31 5- . - C t. 3 c.. -c Max. density_______1 ').&) DENSITY I. Density Mode Counts Average- Dry. density (p.c.f.)_ % Compaction Retest. No. Total Ratio Wet density(p.c.f.)_ 101.' 110.' -f- O I ST U RE Moisture- counts-- Total Average Ratio Water (p.cI) _0/Moisture ,1AX. DENSITY CK. Wt. cyl. + soil._____ Wt. cyl. Net wt... soil Wet density (p.cI) / Moisture D.y..density.(p.c.f.)_ REMARKS.. LeROY CRANDALL AND ASSOCIATES consulting geotechnical engineers Page of Form 309 Standard counts INSPECTION & TESTING OF COMPACTED FILL ? € o7 oOI JOB NO. CLIENT________________sia 4-6 ___________ LOCATION 419- Total GAGE NO. ___Er -DATE 2'3 .INSR K.& - Ave. Density Moisture 2,(..b 3o TEST NO. /17 14 V Location________ Elevation________ Soil type_______ Max. density Opt moisture ______ .'1/7 325 bT) 3 Z(,Isz SYA IL-zro I4.1.s- ICSt5° 2 8 2. .2 i'/ '1 '12 s • ct ___ $(_C. cC. &0 ) IL liv•° IlSO 30 12 ' 13.c) / 7• 40 DENSITY . t c Mode ___________ 8" 8 ri Density counts Ratio ____________ Wet density (p.c.f.)_ Dry. density (p.c.O....... Total Average __________ 12 5 'ii, u l?'( 108.3 !O-.3 % Compaction_ Retest. No. MOISTURE Moisture- counts-- % Moisture _____ 13', Total Average Ratio Water (p.cI) ____________ ____________ _____________ j?. 1.3 II 5 -7 , MAX. DENSITY CK. Wt. cyl. + soil._____ Wtcyl. Net wt.•. soil Wet density (p.cI) % Moisture Dxy.density.(p.cf.)_ EMARKS. ta' 17 ,'- 8ti-o— 3Ydto IF e.c.. 3'f31zC-5',2r-7.s- LAW/CRANDALL,INC. geethnii, erMronffwntd & amouclion materials omwitants / L TESTING OF COMPACTED FILL Job No. Nah P ' A a - P . Date 5 Insp. X Site Location A-0- TEST NUMBER IL( 3 p11-, 114SA jt., — 14' c, c Location (By Coord's or Dwg.No.) r4 z 2 7 fsf 2 24 r.2 ?I 7 ft 2 ' 7gi SPA 2 .2L,S 6 Elev. Ll Tr Z.. it Sr- Ay F IV Soil Type 5; C C. 15 SC Max. Den. j,S.V &i..D JIS-D 1iS -ID Opt. Moist. / . C) 11.0 1'3. D 13 .0 - /3. c) TESTING CODE CA,'.'6 VhAifJt,e.AA(-" DENSITY Wt. soil + cont. Wt. can O.k,'( Net WI. soil ) .' 7 C 1 (f . "2.. c- Wt sand +cont. Wt sand res. + cont. 11.77 If. 3 1 V Net wt. sand ij'G. 'L3S' 3.?1 Density of sand 16 9- , .1 t C WET DENSITY. p.c.f. fc75. V 1.I3.c 12 3 ) 112.1 /02. v DRY DENSITYp.c.t. C ?.3 jc) "(. Z ji d).' /o 2... '7 s- 'j. % MAX. DENSITY $C) C7 f 7 - RETESTED. SEE NO. ROCK _CORRECTION _(YES/NO) MOISTURE Wet WI. soil + pan 1:o o . -O .0 S0 0 .C) Dry WI. soil + pan If 77.7 '1 Y3. 6 i f 513. '1 7( Loss moisture Z Z3 1 6 .( 1 (,, Li,. 2 Wt. Pan 'Z.o.a -30o .0 's'o.o Net dry wt. soil I17.L_ I3.é 17.'Y (3.6 -7 4 MOISTURE % 1 2 - '7 If. Z MAX. DENSITY CHECK WI. cyl. + comp. soil WI cyl. Net WI. soil WET _DENSITY, _p.c.f. Moisture, _%_ (Field _Den.) 'DRY_DENSITY, _p.c.f. REMARKS )t A k. .j *.s ô . 7 •f. LAW/CRANDA LL, INC. geotethnkai, environments & o"tnuction matarlais aw4ultants TESTING OF COMPACTED FILL 2'(06200 Job No. Name Mt 0 A. fr .. £. Date 9 -2'0 _9 1 "e "'1940" Site Location TEST NUMBER 1 -51 /S(O 141 Location (By Coord's or Dwg. No.) / 7 iS 2 Q 0 7-71- 20 t 2 2 '1 t 5 0 2 z .2 I 2q1.0 e Elev. j - a __'113 __ _ ______ ___ Soil Type 5t-c(. -c SC -cc 9.C'- Max. Den. IiS.O 115.0 ,--o .,c. a Opt. Moist. 13- D g 3.0 1.0 , / 3 £ / 3. 0 TESTING CODE sOuT' S-Ocr "C DENSITY Wl soil +cont. ML. 5.21 4 .01 ...S9 C.c' c.ii 6.31 Wt. ran 0 , &'-( Net wt. soil k.s'T .$.37 5.90 . .27 " Wt sand +cont- 17.36' 12.ti,ç i2, '.j 1 ,271f /2'. 5 3 Wt. sand res. +cont- 5''1 sj.dy 'f 5 .37 .S' Af Net wt. sand .?0 13.417 'i.z Density of sand 2 YC.. 8.. ' (.... Z -4 t 6. r WET DENSITY, p.c.f. 3, . ç.L/ 20 . 1 2 £, S. 1 2. '-,'. 17 12 7.? DRY DENSITY p.c.f. 1191 0 /0 17.5- 10 S'.) 10 IF. s lb s. )' 10 7 .. % MAX. DENSITY Cf g - '?L RETESTED. SEE NO. ROCK _CORRECTION _(YESINO) MOISTURE Wet wt. soil + pan oo. 0 5-00 .0 .b COO . 0 S Oo. .'co . Dry wt. soil + pan 117') 'i 7' i 1 i ''6 If-5 y 7 Y, 31 Ly 7' C, Loss moisture Z. G. L( 2 'i'•l z . a 24. 5 2 s. 7 a '(.1 WI Pan . 3Oo.) '3ue.o 3e)O 0 . CD ')c .i. Net dry wt. soil 17S.1 11 4f I 7 .5 /7 MOISTURE% ii. '1 iI'. '1 j'.O /'f,7 /3.7 MAX. DENSITY CHECK Wt. cyl. + comp. soil WI cyl. Net wt. soil WET _DENSITY, _p.c.f. Moisture, %_ (Field _Den.) DRY DENSITY,p.c.f. REMARKS LeROY CRANDALL AND ASSOCIATES consulting geotechnical engineers,. Page of Form 309 Standard counts 'V V INSPECTION & TESTING OF COMPACTED FILL 2 7Oo?5 Ood' JOB NO. : CLIENT '-7 LOCATION i 'A ..Total GAGE NO _________ DATE_1 .INSR ji.i2, :.. Ave. Density Moisture 2(,$ 4'3 TEST' NO. 131 /3 /33 / :, 1 3 Location________ -Elevation________ Max. density_______ Opt. moisture $74 llif56 'FPl 19rso $70202r 00 2217?.c Z 2. 3't— 22~,00 'fl 1 70 197 T 4 1 4 '1 i Sc 3 Soil type ______ 5C ________ Sc - cC. i15. : Ii$ j,g.3 i -. - • 13.c) J -1.0 13.0 1 3 .D / . . , DENSITY . Srfr 4'' d a'" 3.6cr TTT1TT.. . - Mode ___________ Density 8' " . 1 , ,f 5,. counts Average- Wet density(p.c.f.)_ Dry . density (p.c.f.)_ . Total Ratio 'I 7 0 /24' 7 /2 L.) It, 105. / 10 /c S.1 /c.3 io - 'l Compaction _ _______ % 7.1 i4I 47 if Retest. No. MOISTURE . .5.. . . . .. . Moisture . ... count -•- .. .5.' 5-, . . . - . . Total .... -. Average .. Ratio - Water (p.cI) • % Moisture _____ . . .5.. . . .. . . ... . . . . . ._• . . . - - . •• ... .. . .. ... '. .. . .. ..•• '- - .. . .•- .5.•. I . .//11.5.. ('Y....-0. i(. -/f.5:- MAX DENSITY CK. +-soi!_____ Wtcyl - D4y'density.(p.cf.) - - • A .:.., .. -.:-. . 9• 3. . . -. - - r Net wt-,-,.,soil Wet density (pci) F % Moisture .:.. . -• . . :- .- :.. REMARKS'- - -: -. ...-- .5... • .• 5 . ... . •• - .:.. ...-. - .':-':.---.' LeROY CRANDALL AND ASSOCIATES . consulting geotechnical engineers Page of Form 309 - Standard counts p INSPECTION & TESTING OF COMPACTED FILL z Cto 08 NO. CLIENT .00ATION P.A1 _. Total AGE NO. DATE '9 .INSR Ave. Density Moisture Sr EST NO. 121- Location_______ Elevation_________ Soil type________ Max.density______ gf25 p 5-v) i',C)° £J_1 I S C L '1_((.I C.-CC. Si 0 2 - C C Ii S-0 ((S.O ,lc.o Opt. _moisture 13. . 1.0 )ENSITY counts - Mode Density Total Average Ratio Wet density(p.c.f.)_ Dry. density (p.c.f.)_ UI. 105. 7 I 2g.. 125. 3 % Compaction_ Retest. No._______ IOISTURE Moisture- counts-- Average Ratio Water (p.cI) Total / Moisture AIX. DENSITY CK. . . Wt. cyl. + soil._____ Wt. cyl. ___I Net. wt.... soil Wet density ( % Moisture DLy.density( EMARKS. LeROY CRANDALL AND ASSOCIATES consulting geotechnical engineers.- Pa g e ' of-.. Form 309 Standard counts V INSPECTION & TESTING OF COMPACTED FILL 600 / OB NO. CLIENT c'r'1 Of CARL; 64'0 .00ATION PAL.,1P Total ;AGE NO. ______-DATE INSP j3sSJ Ave. Density Moisture ~EST NO. /23 1 ,2 /24 I2' (27 Location_______ EIevation______ Soil type Opt.moisture H7t jj6 0C 15r2 2oo..ea ,r.t_vo _______ ________ '16'i '165 4f7 s.-c 6c.-. se -ce scc _.. sc._c Max. density______ /3.0 /_ ,. )ENSITY fv7%7 t 4f JS c- ., tsc'o 6 i sot "s'e , Mode Density counts Average Wet density(p.c.f.)_ Dry. density (p.c.f.) - % Compaction_ Total Ratio 12r. I/Li 12?.') j2(..3 1Z3.i I? /.!)'/ _7s O() lb_.. _7 1011.? (0C__3' '0 7 _/ __81 7 ______ Retest. No. MOISTURE Moisture- counts-- Average o/Moisture _____ Total Ratio Water (p.cI) 'S /8-.2. . Ic. 19. 1AX. DENSITY CK Dzy.density.(p.cf.)_ Wt. cyl. + soil._____ Wt cyl. Net wt.. soil Wet density (p.cf.) /e Moisture EMARKS. 1ff Sb 10 Za / S 73 . 70 z Iq VV 0 II C) 10 14 ILO E) F11 //ó 7 LeROY CRANDALL AND ASS O C I A T E S consulting geotechncal engine e r s INSPECTION & TESTI N G O F C O M P A C T E D F I L L ~ CLIENT clrX OP C,q it LS8,1ti ON 1. A'/ b Total 40. ________ _ _ DATE 5-•l7-3 .INSR jgftt4- Ave. Page of Form 309 Standard counts Density Moisture O. 11Z 120 121 ' 12 ocation________ 22/Y g22 1? 22 12 f-tt 'CO zaIfo& e.- :Ievafion_______ f_7)?( 3_&." 'f_7 44 7?7 i £1 ;oil type .sc(( sc-cc 5CC(- 3r_-CC Aox. density_______ )pt.moisture _____ _______ S''.o IfS.0 u5-O ( I_< i,'ç_ 'ic t3.O I3.V TY Mode £l b ' 8 __________ _ _ _ Density counts - - Total Average Ratio Wet density (p.c.f.}_ Dry. density (p.c.f.)_ 12 1 1O'5 12?.e( /07. a % Compaction__ I?C. ____ )2 &-.3 iolf_3 1_2't'. jo 7. _l7 12. /070 L!etest._No. TURE Moisture- counts- Total Average Ratio Water (p.ci) %Moisture .DENSITY CX. Wt. cyl. Wt. cyl. + soil_ Net wt.... soil Wet density (p.cf.) / Moisture flrv_dnsitv,(p.cfj_ ARKS.. LeROY CRANDALL AND ASSOCIATES consulting geotechnical engineers INSPECTION & TESTING OF COMPACTED FILL 2 'O 73-000 1 JOB NO. CLIENT C14 Of C hAts ..00ATION PA R.D.Total AGE NO. _________ DATE .INSP. Ave. Page 1 of. Form 309 trindnrd riuinf Density Moisture 26,77 i23 TEST NO. '1 7 Location________ Elevation ______ Soil type______ Max. density_______ Opt. moisture $r4 221fso sr42z?Po np,. ,7 i1' 1.173ô (2.)f0 1 '173 ___ y Se - CL Sc - c.0 'c..-_ Sc - CC 1/9.0 / ' I (-C. /1.0 I(_f_, f. ,.) 8 3. C) (3.0 13. ) DENSITY ,.se rj- It Mode _____________ ____________ SI , Poo 8 " Density counts Wet density(p.c.f.L........ Dry. density (p.c.f.)_ % Compaction_ Retest. No. Total Average Ratio i2 3. . I 25. (. //. '' 117. 7 j2 ? . 1 12 U. / 0 1 . iC 7i' 103. 0 '0 i 11 910 cj 3 lI74 MOISTURE Moisture counts-- Average Water (p.cI) %Moisture IL•7 Total ___________ - Ratio 1(,.h( 13() 3.L l~.c•1 __________ MAX. DENSITY CK Wt. cyl. + soil._____ Wt cyl. Net. wt... soil Wet density (p.cI) % Moisture 24y.density.(p.c.1.)_ REMARKS-- LAW/CRANDALL,INc. ' ... geotethncai, environmental & owtstruction materials oonsultants TESTING OF COMPACTED FILL C5 Job No. Name A ilL Date ." '' 3 insp Site location 5 TEST NUMBER 10 T 1,0 1/1 Location (By Coord's or Dwg.No.) I 1ta ° 11 7(010 1771 'zç 17 IT .1- 5-6 Elev. 9(00 Soil Type is pr- Max. Den. jf 3. C (/5. 0 i ts .2) Opt. Moist. 1 3 a3. ,. TESTING CODE DENSITY Wl soil +cont. SoVT.t 1' 7u14' (...5 I .5O -I T J ,.77 joTi4 & •'Yl Wt. can p.6'Y p.(,';' Ø.(P'Y Net wt. soil &.c)( S.7 ('.13 Wt. sand + cont. /2$( 12. Lo 17. 3 12.53 Wt. sand res. + cont- _S.? 3.I... ' .c Net wt. sand 'f.( If,1 j Cf ( .7 I Density of sand WET DENSITY, p.c.t. I Z 1 27 .1 12 . I Zq.q DRY DENSITY, p.c.f. j i 1-7 I &' 15 ,i 01. I, of 1 0 % MAX. DENSITY 1-7 RETESTED. SEE NO. ROCK _CORRECTION _(YES/NO) MOISTURE Wet wt. soil + pan $00.i soo.40 5-6 0. S000 Dry wt. soil +pan 117(0.3 Loss moisture (11, 5 2 . 7 2 C1.1 • C. Wt. Pan ,00.0 300.0 Net dry wt. soil 17(0.3 MOISTURE % /0 -7 13 4' MAX. DENSITY CHECK Wt. cyl. + comp. soil WI cyl. Net wt. soil WET _DENSITY,_p.ci. Moisture, _%_ (Field _Den.) DRY DENSITY, p.c.f. EMARKS LeROY CRANDALL AND ASSOCIATES consulting geotechnical engineers Page Z of Form 309 Standard counts V INSFCTION & TESTING OF COMPACTED FILL JOB NO. CLIENT c LOCATION PA Total GAGE NO. _________ DATE 13 .INSP.- ic.. Ave. Density Moisture C5 'i_!_0 TEST NO. 107 1c5,4 Location EIevation________ Soil type _________ Max. density______ Opt moisture ______ :z7f5o ?S-O Is .i$.. 3s( _C - CC Sc -C( /Ij.f.j /1.. II' 0 DENSITY Mode Density Counts Average- Wet density(p.c.f.),........ Dry. density (p.cl) % Compaction Total Ratio g27 ic. 8 107 .s 1) 1 Z Retest, No. 1OISTURE Moisture counts-•' %Moisture ______ Total Average Ratio Water (p.cI) .1 3 . / 'LC AAX. DENSITY CK ol Moisture DLy.. density. (p.cf.L. Wt. cyl. +. soil._____ Wt. cyl. Net. wt.. soil Wet density (p.cL) EMARKS. 0 0 LeROY CRANDALL AND ASSOCIATES consulting geotechnical engineers Page of Form 309 Standard counts W V INSPECTION & TESTING OF COMPACTED FILL z oft O6PO?00 0 ( 08 NO. CLIENT 5 1 7 OF C #j1 .00ATION PAL. #4OP. k to . Total AGE NO. _______-DATE ) .INSP i.A5'v'"e.--' Ave. Density Moisture zir 'f L 'EST NO. lot /0'! Location - Elevation Soil type Max. density I2(t00 jj cl rOO ,grt2s g z.2 t. ?c /-t3b 17-7tU Z 7 f .3 7 -3 7 IL 3 -7 41 3dj 'I 3, _______ CC - cC - c c- 5C- CL Sc - Cc.. ___________ /19. /f?o Ii9.o 1'.0 f/c. o __ Opt Opmoisture )ENSITY .ouH 06 soo7if3ioz, ^C Mode Density counts Average Wet density(p.c.f.)_ Dry. density (p.c.f.)_ e/o Compaction - Retest. No. Total Ratio ____________ 123. 0 I2S'.0 ii.. . i 2 . I Z . 3 IO'•p /02,-0 1070 iO c 3 i 0 19.2 . 4OISTURE Moisture counts-- Average %Moisture _____ Total Ratio Water (p.cI) /.) MAX. DENSITY CK. Wet density (p.cI) - % Moisture ________ DLy.. density. (p.c.f.)_ Wt. cyl. + soil._____ Wtcyl. Net wt.. soil _________ ________ REMARKS LeROY CRANDALL AND ASSOCIATES consulting geotechnical engineers Page of I Form 309 Standard counts W V INSPECTION & TESTING OF COMPACTED FILL JOB NO. CLIENT_CiTy o, LOCATION 0 Total GAGE NO. _________ DATE $-'° 93 .INSP. AVE. Density Moisture Z 7 C L3 F TESTNO. 77 Location_______ Elevation___ Soil type Max. density Opt. moisture _______ /(..'5O I(.7i-iy It-ci too /(,ttC36 l'2j l6&f3.) __________ 431 'f4LI tjtj3 5C 111.0 filf'o I,.o "5.& !,. /1 1.10 ((0 ii. 0 C 10 1/0 It-0 DENSITY 4 "% Mode Density counts Wet density(p.c.f.) Dry. density (p.c.f.)_ % Compaction_ Total Average Ratio I2, - 12 ff $ I 2Cr. 3 /21(. 7 /25. 1, ,5 I/O.) /C>g.s ,'"O ?. ' 73 9 2 Retest. No.. MOISTURE Moisture counts-- . - -- Average % Moisture _____ Total Ratio Water (p.cI) . /7 £f /5-i) /4'• /1-f.,. 1-it MAX. DENSITY CK. Wt. cyl. + soil._____ Wt Cy 1. Net wt.. soil - Wet density (p.cI) % Moisture Dzy.. density. (p.c.f.)_ EMARKS.. LeROY CRANDALL AND ASSOCIATES consulting geotechnical engineers Page Z of. Form 309 Standard counts INSPECTION & TESTING OF COMPACTED FILL JOB NO. CLIENT ciTy O LOCATION PAL.A,It. _r.- Total GAGE NO. -----L DATE S -I/-, INSR Ave. Density Moisture 2.-7 4'?. I TEST NO. qq j Location ________ EIevation_______ Soil type_______ Max. density_______ Opt.moisture ______ J211 Y __ sc -c( ____________ ''.'. I 10 DENSITY Mode _________ off Density counts Wet density(p.c.f.)_ Dry. density (p.c.f.)_ % Compaction Total Average Ratio I2.(, i2,.0 q1 Retest. No. MOISTURE Moisture- counts- Total Average Ratio Water (p.cI) /Moisture MAX. DENSITY CK Wt. cyl. + soil.______ Wt. cyl. Net. wt.. soil Wet density (p.ci) % Moisture EMARKS.. LeROY CRANDALL AND ASSOCIATES consulting geotechnical engineers Page Form 309 Standard counts Of 'V 'V INSPECTION & TESTING OF COMPACTED FILL 7,1O4O67So6' JOB NO. CLIENT— C , or LOCATION PAt #l'e. R.b Total GAGE NO. -DATE £"ff> .INSP. K.RA$sUS.Sv Ave. Density Moisture Zc' Ll TEST NO. 'ii Location_______ EIevotion______ Soil type ____ Max. density______ Opt.moisture _______ /67/00 t&k I' 5o I'?is° )L475b 16 7 f s-b 1 7!'7 _______ -'/'.,o /3k- /(3 ______ 3-C( J'ffZ' l,,,0 ___1/1'0__ Ii .'o 115,6 /f. _____________ /'0 II. a II. ) II. c) If , .) DENSITY .S601 .4 064. 'O'" $ Zt 5 0 r #4 $Cu' Sic ii Mode _____________ Density " 9 Counts Average Wet density(p.c.f.)_ Dry. density (p.c.f.)_ % Compaction_ Total Ratio _____ 11 '1 !1'1i 12 0 '1 _________ /to . '2 3.5' _________ 1 2. L 7 / /25;-. ? _________ _________ Retest. No. MOISTURE Moisture- counts-- Total Average Water (p.cI) %Moisture _____ Ratio (1.7 1/.jr lc•'1 ?.I :-s,i MAX. DENSITY CK. __________ Wt. cyl. + soil._____ Wtcyl. Net wt.. soil Wet density (p.cI) % Moisture D4y..density.(p.c.f.)_ EMARKS Page —)-of LeROY CRANDALL AND ASSOCIATES Form 309 UNE consulting geotechnical engineers Standard counts V V INSPECTION Ci TESTING OF COMPACTED FILL 0,00 3 NO. CLIENT_"1 CATION . Total GE NO. ___________ DATE ___________.INSR ____________ Ave. Density Moisture z6?. 4'2 ST NO. c l Soil type Max. density Opt Location___________ -Elevation__________ _moisture :NSITY Mode Density Counts Total Average Ratio Wet density(p.c.f.)_ Dry. density (p.c.f.)_ % Compaction_ Retest. "t frO 51 9. _No._______ OISTURE T)'" Z a F,1-L Moisture counts- Total Average Ratio Water (p.cI) e/o_Moisture AX. DENSITY CK. Wtcyl. Wt. Cyl. + soil._____ Net. wt-. soil Wet density (p.cI) / Moisture Dzy..density.(p.cf.)_ EMA R KS. DA ' LeROY CRANDALL AND ASSOCIATES consulting geotechnical engineers Page of Form 309 Standard counts V IN -'t:.C[(ON EA TESTING OF COMPACTED FILL JOB NO. CLIENT Of CA ,b LOCATION MC._,,'.A. Total GAGENO. __________ DATE '(_2?-),INSP. Ave. Density Moisture TEST NO. . 'el Location________67A -Elevation______ Elevation Soil type Max. density 2-I6.10 51A 7 1 Ileo $Zitoo 7A 2l05. 57411 ,7100 '-191 rROW49 (0 9119 ________ SC - CL cc - cl 5 C-çL Sc - CL - :Io l'7-o' Opt moisture DENSITY Mode Density counts Wet density(p.c.f.)_ Dry. density (p.c.f.)_ % Compaction Total Average' Ratio I ?C. I I 2't' 7 J' ' '. ii 2 107.7 I C) 7. ( ' z ' I Retest. No. MOISTURE Moisture- counts- %Moisture'' Total Average Ratio ' - Water (p.cI) ia.6 fç.5 ,'i., -9'--• '•O MAX. DENSITY CK: ' . :.'. ' .- .. : .. . Net wt-..soil _____' Wet density (p.cI) '_ - Moisture '_'_. Wt. cyl. + soil_____ .Wt.cyl. '' . ;- -.._''. .' ____________ . .1.•' . _____________ -. ' ' ' ' :.-•' ..... . . . D4y.density.(p.cf.)_ Page / of.....? LeROY CRANDALL AND ASSOCIATES Form 309 consulting geotechnical engineers Standard counts INSPECTION & TESTING OF COMPACTED FILL I Density IMoisture I qoc.Z oø75 -10 06 lOB NO. CLIENT C. (T 0 CAIZLS&4f ..00ATION PAL. A Total AGE NO. _________ DATE _ .INSR .Sft'5C7'J Ave. 2 lEST NO. 7. 7 _j _______ 7 71 Location_________ 'EIevation_______ Soil type _ f.St( 51t $_'(' ,Pt'S( :5 Iq 'I _________ L1 '/( _______ _________ 3c..L S( C€ SC - cl sc. - c 4 Sc- C< Max. density______ Opt. moisture _____ _________ II..O /,.Z) ll.ij (t.0 I/-o __________ (f-c) )ENSITY Sit Mode Density counts Total Average Dry. density (p.c.f.)._ % Compaction ___ Retest. No.______ Ratio Wet density(p.c.f.)_12,3.16 (2S? 10 10 7.q-107_7 122.1 Il3. 1W 10 fs . I2s"/ 1,0 . 0 7 -1 ______ __ V qo iO 'l I MOISTURE Moisture- counts- Average Ratio /Moisture Total Water (p.cI) IL-7 17.2- /11, '3 . b MAX. DENSITY CK Wt. cyl. + soil._____ Wt. cyl. Net wt.. soil Wet density (p.cI) % Moisture I....... DLydensity.(p.ci)_ IREMARKS. Page of LeROY CRANDALL AND ASSOCIATES.' - Form 309 lew consulting geotechnical engineers, Standard counts 'V INSPECTION & TESTING OF COMPACTED FILL 0• bó- . . . JOB NO. CLIENT c-' LOCATION J - . .. Total GAGE NO. -DATE .INSP. RA- Son S%c&1 Ave. Density Moisture . 4'37 TEST NO. '- - . 72_ . . ?S 0 Location________ Elevation______ Soil type Max. density______ Opt moisture ______ I I to r Ifl/+50 1 q710 / 3 fOb 14 41 ef ________ _____ C,5 -CL Sc_CC lfq.b 1 l c,_ llci.a 1c9- I/9.t ___ If.0 I(.c) /1.0 !(.c) //.O If-c) DENSITY. Density Mode Counts Average Ratio . Wet density(p.c.fi..._. Dry density(p.c.f.)_ Total .0 127' 1(0'3 % .Compaction._..__. .12.3 Ito .3 12c.7 1/0.3 iZc_I 107 12 1 iO7 /24.. io _L Retest. No. MOISTURE 0 . . . . .0 00 •• - Counts- Moisture- Average - Ratio ____________ Water (p.cL) .% Moisture :Totol - 00 - 0 ._. ____________ . 0 '•. ___. . - . . - 0 0 .f(_c' MAX. DENSITY CK... _. 0•• -. 00• -.. Wt. Cyl. + soil._____ Wet density. (pci) Moisture 0 0 . :YDiydensity.(p.ciL..... . .. ._0 ..,. Wtcyl 00• ___ Net wt soil - 0 - 000 000 - 00 0 - .i 0 _0, 00 0.0:•0 ..•0 - EMARK.S . 00 .0 0• 00 0 :... -: ... .- LeROY CRANDALL AND ASSOCIATES consulting geotechnical engineers Page of V Form 309 Standard counts V w V INSPECTION & TESTING OF COMPACTED FILL JOB NO. CLIENT ''Y °'C4 Reg 13A,6 LOCATION PA1. 9,R. .b. . V . Total GAGE NO. ___DATE -.I d'-2?-9 Ave. Density Moisture 2?') 'p3G TEST NO. V V Location________ Elevation _______ Soil type Max.density______ Opt, moisture 5 fr V s S sf 51 .c ti s-s- ',, s-s hi'i 6 4'.s-6 is-t_____ 1S.3 5- f- V SC-CL Se-CL Vg.0 -C u9.o 1(f. p __________ ____ 11-0 11'O /1.0 .J(.O V DENSITY V V Mode Density Counts Wet density (p.c.f.L...,... V Dry. density (p.ci.)._ F % Compaction_ Retest.No. VTOtOI Average Ratio (28C. 127.3 (27. IZI'.'7 i2 2-f 7 V IO ei 4 /67.0 10g. V _________ (• go V V V MOISTURE Moisture- counts--- Total •V %Moisture _ V V V V V Average ...Ratio Water(p.ci) /7•V .... V /7•_V' MAX DENSITY CK 17__4._ - . - V Wt.cyl. . VV V DLy.:density.(p.c.f.)_ V VVVV Wt. cyl. + SOVI_____ VVV VVVV V.:... VV •VVVVVVV V V Net. wt.,... soil Wet density (p.ci) - - %V Moisture V_V_V_V V VV V V V VVV V:• EMARKS LeROY CRANDALL AND ASSOCIATES! consulting geotechnical engineers INSPECTION & TESTING OF COMPACTED FILL JOB NO. —CLIENT CITY OF col zIj4-i LOCATION P$c. Are. &A.. . Total GAGE NO. DATE_j-?? - 0/3JNSR •( . ...Ave. Page Form 309 Standard counts Density Moisture '. TEST NO. . . . . Cf Location_______ EIevation______ Soil type Max. density - Opt. moisture 5 H S c 5 t5, S/7 -s -K- S- .ç- s it .3- s,. 1(y 6-11 (1 f 6 to •/ L-eC S.0 ~cC Sc —C SC - CL J1 I (. C) //,a //_0 II. o //.d DENSITY . . . . . Mode ___________ B it Density counts Average- Wet density(p.c.f.)_ Dry. density (p.ci.)_ % Compoction_. Total Ratio 2 (.7 1?7.? 12 t.3 g2 7(. 10 2.2 /f.4(D 11t.2 /0 4 .O Retest. No. MOISTURE . Moisture- counts- It:. ...SRatio. _______________ -. Water(p.ci) Moisture Total Average . . . - .. .. . .. .- . . .•.. . •. .... -A...'. AX.M--,.,.-DENSITY Net wt_ soil _____ Moisture I - DLydeflsity(pcf)- - Wt cyl .q & Wt. cyl.+•soi! •...... Wet d( -nsity (pci) :. . . .. . .-.. .. ,.-., .. . . .. ... ....., ,.... Page of LeROY CRANDALL AND ASSOCIATES' Form 309 consulting geotechnical engineers Standard counts INSPECTION & TESTING OF COMPACTED FILL t B NO. CLIENT_CTy O C54.4 CATION PAt 4ip g..p. ' Total GE NO. -DATE— .INSR Ave. 'ST NO. ' 3S S7 - Location _________ -Elevation______ Soil type S t .&j S ft S " S/f s'' Sn' s' SM ________ i5 Z/ gO '/c I Sc-CL cL-C -Ct. _____ Max. density______ Opt. moisture ________ t'll.° l(.t 1(9.0 I1ff_1) 11 9-v _______________ I:.o 11.0 1l.-6 NSITY Mode Density counts Total Average Wet density(p.c.f.) Dry. density (p.c.f.)___ % Compaction_ Ratio 128.1 IZ ?. h j2f. 5 12 4. 0 /2f. (. (°b• 1 ,pg.' ,o i /io. 107. 7 W. '/ it I g,' f 3 Cf Retest. No. OISTURE Moisture- counts- Total Average Water (p.cI) e/ Moisture Ratio %9.(7,5 Il,, o /, 44X. DENSITY CK. Wt. cyl. + soil,- Wt cy 1. Wet density (p.cI) Net wt... soil % Moisture DLy. density.lp.c.fi_ EMARKS. Page of_ LeROY CRANDALL AND ASSOCIATES Form 309 consulting geotechnical engineers Standard counts INSPECTION & TESTING OF COMPACTED FILL Density Moisture Z, 404 2 a o c) JOB NO. CLIENT_Ca7, Of LOCATION PAto —Af ,l-. it p6I.T eaAa Total 2677 'Y3 GAGE NO. -DATE .INSR kt'J Ave. TEST NO. SI Location_________ EIevation_______ Soil type________SC Max. density Opt, moisture S/i 5 If Lii 5" S1' S " s. y '/36 '-j) it 4/3 2 /u10 V ell - C -CL s -c. £(.- C c Isv. Iii. z /15'. It ?. 11.0 Il.O /1.0 /I.) I,. DENSITY Mode Density Counts Wetdensity(p.c.f.)_ Dry. density (p.c.f.) % Compaction_ Total Average Ratio (2s.'7 i2.6. ______j. 121 ) 10 L 3 _j..Q......._ 10 7.) / ° • 0 ,s /e( / 9. cl2..p If 'H 4',, Retest. No. MOISTURE Moisture- counts-- Total Average Ratio Water (p.cI) _% Moisture MAX. DENSITY CX. Wt. cyl. + soil._____ Wtcyl. Net wt... soil Wet density (p.cI) % Moisture DLy.. density. (p.c.f.)_ REMARKS.. I LA W/C R AND A LL, INC. geotethnli. environffenlal & cmuVudan materials consultants TESTING OF COMPACTED FILL 40 6?oo;of ,000 Job No. Name ' CA (?L S/34 .0 Date 4' 3 insp. Site Location P A 1.. /1 TEST NUMBER q Z 43 Location (By Coord's or Dwg. No.) s ti s, g 00 // s s ,y ç,,, ç ,y çy 5 ,0V Elev. ly If 'j3 '('/1.. 19 k Soil Type SC-CC $C -t. Sc - Ct 6c-ce. SC-CC Sc- CC. Max. Den. ________ ________ (i.O ,IS.O Opt. Moist. J. Q ,• ,, .c) TESTING CODE DENSITY Wt. soil + cont. WI. can Net wt. soil WI. sand cbnt. Wt. sand res. + cont. - Net wt. sand WET DENSITY. p.c.f. Density of sand J24.7 1?'(.O gz-:.ç- 12.2.1 12 3. / 91 DRY DENSITY. p.c.f. 1 Sc I Or. c) /07.5- / 0 7. ( lOt. 7 % MAX. DENSITY RETESTED, SEE NO. ROCK CORRECTION (YES/NO) MOISTURE Wet wt. soil + pan Dry wt. soil + pan Loss moisture WI. Pan Net _dry _wt. _soil MOISTURE% ,., "I.Y lhf, IT 7 MAX. DENSITY CHECK WI. cyl. + comp. soil WI. cyl. Net wt. soil WET DENSITY, p.c.f. - Moisture, % (Field Den.) DRY _DENSITY, _p.ci. REMARKS k t L AJ 1/ IL , LAW/CR AND ALLINC. eotethnlcaJ• environmental & construcdon materials cwwAmts TESTING OF COMPACTED FILL 2.66 c, 4, 2Io&Loo7c.00 - Job No. Name j C,9.L5,jØ Date 4' -Zo -3 Insp. k•. 4Sa'ci.CScJ Site Location PAL. A it. P.A. TESTNUMBER )6 3 - r 4c) Location(ByCoord'sorDwg.No.) 5 .S Sn"Si .i /1' S'f s_ii.c_y S ii S '/ $11 S_Y Elev.'i33 13 IC 'If Jc 'i3 Soil Type ( - CL. -CC(... - S Max.Den. '7 /1'/..0 pq.v 119 Opt.Moist. ii. ii. ,/. ii. TESTING CODE p fii( f/1 DENSITY Wt. soil +cont. Wt. can Net wt. soil WI. sand + corn. Wt. sand res. cont. Net M. sand Density of sand WETDENSITY.p.c.f. j 3 I.' I3 _• _2 £' I Z._7 I? t. I_>_C.I DRYDENSITY.p.c.f. /0 5._c) /0 9,7 Ito.'1 /0 G - I /O .t % MAX.DENSITY 1? 1'? RETESTED. SEE NO. ROCK _CORRECTION _(YES/NO) MOISTURE Wet WI. soil +_pan Dry wt. soil +_pan Loss moisture WI. Pan Net dry wt. soil MOISTURE % MAX. DENSITY CHECK Wt. cyl. + comp. soil Wt. cyl. Net WI. soil WET _DENSITY, _p.c.f. Moisture, _%_ (Field _Den.) DRY _DENSITY _p.cJ. REMARKS At Al U rLAW/CR AND ALL,INC. . geotethniJ, erwironmented & cwwbvdon rnatefiais amwhants - (O &2 oO7S. oo.? TESTING OF COMPACTED FILL 2-1,70 431 Job No. Name E.i# 0 C,4sLS44A Date 4.11 -5) Insp. Site Location AP. p.. TEST NUMBER 3 -1, ) c..( S Location (By Coord's or Dwg. No.) sit.5,'— c '/ 514- s-y Elev. 'l vi IIK1iIII '/34 Soil Type 5c. ...C.0 Max. Den. Opt. Moist. TESTING CODE DENSITY Wt. soil + cont. Wt. can Net WI. soil Wt. sand + cont. Wt. sand res. + cont. Net WI. sand Density of sand WET OENSIT p.c.f. , 3 p /2 , I 2c.. S DRY DENSITY. p.c.f. I I , 3 /10. 7 (0f5. %MAX. DENSITY gg RETESTED, SEE NO. ROCK _CORRECTION _(YES/NO) MOISTURE Wet WI. soil +_pan Dry wt. soil +_pan Loss moisture Wt. Pan Net dry WI. soil MOISTURE% MAX. DENSITY CHECK Wt. cyl. + comp. soil WI. cyl. Net WI. soil WET _DENSITY, _pci. Moisture, _%_ (Field _Den.) DRY _DENSITY, _p.c.f. REMARKS / ij LAW/CRANDA LL, INC. QeechnIi, orwkwff*ntw & owahiction materials nsuItents TESTING OF COMPACTED FILL Z6 7 6 41,3 1 2 Io6206 -75. *00 k' Job No. Name -}' 0 Aá- Date '(I 1/n13 Insp. je.R*sstuscw Site Location PA L. A dt. It A TEST NUMBER 3o 314 Location (By Coords or Dwg. No.) 5 H /? 5'( .s fl 5 if 50 . . p 5 ç' so s' Elev. 133 4.3/ Soil Type C L (j... CL 5C- C e- -C C SC - - CC.. Max. Den. 1/9.0 I'l.o i 5.L7 //f..c) Opt. Moist. 1/ &? /I.o j. D I /10 it 0 TESTING CODE C. F 'C C DENSITY WI. soil + cont. Wt. can Net WI. soil WL sand + cont Wt. sand res. + cont. Net wt. sand Density of sand WET DENSITY. p.c.f. 3 3. (, f 3O., 123.0 /2. /2 19 DRY DENSITY, p.c.f. 11 Z.1 ji?.3 /0 111 /o7 i.. 9 % MAX. DENSITY g 7 a -i 'h/ 9/ RETESTED. SEE NO. e3 ROCK _CORRECTION _(YES/NO) MOISTURE Wet WI. soil +_pan Dry wt. soil +_pan Loss moisture WI. Pan Net dry WI. soil MOISTURE % I 4. It., 17.2 1/...4 MAX. DENSITY CHECK WI. cyl. + camp. soil Wt. cyl. Net WI. soil WET _DENSITY, _p.ci. Moisture. _%_ (Field _Den.) DRY DENSITY p.c.f. REMARKS AI(- ou Q I5 ! LAW/CRANDALL, INC. L... of- Form- 309 Standard cowts . 0esity--lMó. I - JOB NO —CLIENT '7 cr- ............ LOCATION . Total - ........ E. DATE INSP . Ave 1 ...4 Elevation_. 'Soil type Opt.moisture Location . .()3 ..j.( L( '.5c-"C- 1. 5.<& 1r3g -.c-cj_.. 1 51 -cL. .' •. -.. _fi,5_..0.-. j . . ..........• . =_12b _I I .O - (2.-c DENSITY..:..._. Mode ___________ Density counts - Sr :::.. Ratio . Wet density(pc.fi.._. Dry density(p.c.f.)__ 'Ye Compaction_ Total Average I32.15 I ii3-- 11 t3).' __________ 1 1 13 .4 iiz O_j____10 33. 97 L_'' ____ RetestNo. rfoISTURE . . Moisture •• - ____________ _____________ ____________ ____________ _____________ __________ counts -;Ratio .%Moisture _____ Tatal Water (p.ci) . 16-7 .j7r f DENSiTYCK .. . . [__. . . Wtcyl_____ Not wt:soii . Wet. density (p.cf.) Dry- _densityIcf.) Wt cyl. + soil . . . . . . . . .... %. Moisture • __________ __________ -1 _________ EMARK..S 'I LAW/CRANDALL, INC. --'W--V INSPECTION—&--TESTING-OFCOMPACTED--FILL- - 0C)Ø - JOB NO —CLIENT csTy ° LOCATION . P' AiQ. - . __________ DATE P a g . I— of Form -309 __. Standard CQjnt$ 0sitv--.IM0e1t!.!!: 1 -7 (..•• .: Location_: . sit [_5 1+ it . t . Elevation______ 13C j3Z : :'SoiI type...cr . sc-.c..... 'Opt moisture . ,-..-C'L C.-C(. _______ $C - C( •Sc.-CL 12.-$:...... ,2.O 2. o DENSITY..:..; ....... .. :. . .'0ens.ity . .__ Mode 1- Counts Ratlo L: Wet density(p.c.f)_ Dry density(p.c.f.)_ 04 Compaction_— :Total Average . ______ I ,'1.l 1/ I ____________ ('1 11 _ Z I 3' 7 lIZ- _. ._I_ /0 Retest No. NIOISTURE . . 4.. . Moisture - Counts Average: . . . Water (p.cl) %Moisture _____ Total . . . Ratio I.I 1.1k.0 /,.7 MAX. DENSITY CX. .. . . . . Wt; cyl. 4 sail Wt .cyl;: Net wt: soil Wet. density (p.c.L) Moisture .Dry- density (f.)_ REMARKS Page -of Form 309 Standard Cjnts Total Ave ( I LAW/CRANDALL, INC. INSPECTION ØZDaS OoO ) - JOB N0.' -CLIENT CiT' °f LOCATION 4.R.. AGE.NO._DATE JNSP. jck. ...... rEST 0. .•: . - ... . ..: ...... Ir 'f 3 . Elevation_. . ..f3p ."Soil type_______ . . .. ... . ..... - .... Optmoisture MMMMMMMMMMMMMMMM____________ DENSiTY -___. ________1___ .•. __ .j . . ..... .1_:.•. _______ Mode ____________[ g " '• . !.:. Density ••.. . . . ._. I________ counts :1. Total Average Ratio - Wet density(p.c.ti_ Dry density(p.c.fi___ ii '-1. Y % Compaction___ 117___ Retest 'No. 1OISTURE . Moisture —' Count! latol - 1• -'Average- Ratio .: Water (p.ci) I 1• . . 1 5 .' ___________ ___________ ____________ __________ % Moisture ______ !1X. DENSITY CX. :.:. Wt:cyl. + soil Wt cyL.________ Net wt: soil . -Wet-.density (p.c±) / Moisture .............. LAW/CRANDALL, INC. IMP- Pag.' I of Fa Mn- 309 Standard counts. lNSPECTION—E-TE5TING---QF—COMPACTED—FILL-...... Density---T - 62oo? OOO2 - JOB No;,NO. —CLIENT G;1)' OF '•. Tot I.00ATION i9s#. - PA . :1°' gt.. DATE'"S"'97-1 -ANSP Ave." J . __________ _____ - :i•. ....I .. .: Elevation Max.:Moxdensiiy -. Opt rnoisture _____ '1 2.i /2-0 iz6 .'Soil type . g2'f Lj 2' . ç.. . . . . /l.C) ._-i... . I? ) __________ i2. ° DENSITY. .:. Density counts - Mode :Tot ol . Ratio . Wet density(pciL...__i_ Dry density(p.ci.)___ Compaction .5 . . Average 1I 9 0 p2?..! ii 2.7 13/i 7 l. c i" .12 v04 If irs. 2 _ Retest 'No. N4OISTURE -- Moisture Total -IT. Average Water (p.cl) ___________ - Ratio %Moisture _____ IC.'( '1. Ut.(, jc.o /g'. 3 1 It. Z MX. DENSITY CX. .. . . . Wt .cyL. % Moisture _____ :.. Wt;cyi- f- soil Net wt: . soil Wet. density (p.c.f) '' . . . •., RthI1ARKS C ( LeROY CRANDALL AND ASSOCIATES consulting geotecMicai engine.r, !V_INSPECTIONTESTINGOFCOMPACTED Z'2oO7 6O0 JOB NO. —CLIENT LOCATION AGE NO. "1 DATE g-ig-g .INSP. k.Pis"'-s-- Pcg.0f Form 309 .._. Standard cou_nt Fl LL--- Total Ave. EST NO. 7 1 - / I Location Elevation Soil type Max. density Oat.moisture sit_ç'f ]_ s/ .', 41.21 if 2 ? j. £j t a.j 'Va .3 z .j_ CC ________ __________ I I? 'D I )?~c. I2-1. r_/?S.6 j2.c) 12.0 ENSITY Mode Density counts Total Wet density( Dry disity(p.c.t.)_ % Compaction_ Retest No. Average Ratio le'r.S o._i- 1 1 132.1 12 '.S' g j.9 ,'1./( 1q, L 1 t)7._75'_7 1 3.s- 13 YAJ I OISTURE Moisture Counts Total Average Ratio % Moisture Water (p.c.L) I2. 131.. 1 7.3 ]_"LZ AX. DENSITY CX. _Dty dens ityJc.f. Wt. cyl. 4 soil Wt cyl. Net wt., soil Wet density (p.ci.) Moisture R.MARX.S: Page Form 309 • Standard Cjnt2 L L-.. Total - Ave. ., %_ tr 1-101 LAW/CRANDALL, INC. INSPECTION—& -TESTING--OF—cOMPACTED--Fl S •.. . ':. I 0.pOO7S Joe NO. —CLIENT CIIt/ I.00ATION PAZ. A f ifdv.r .b. DATE _i-13 .INSR 1/;(t,s,rw- ••iil TEST ...j :J Z :i 5 F S'( ______ . . Location Elevation . 1._ Soil type Max.dddddddd-ti?;--. Opt moisture l - S'( L S '( - . 4% .. &I It________ . s <• . 'ii?— 4/1.1 . 5-.... . (/• // _ (f ._ 1/. 1/. //•_C I ii DENSITY..—.____: Density . -- Mode counts Average Rotlo Wotdensity(p.cii_ 4. Dry density(p.c.f.)_ -¼ Compaction— 23..7 10g( 1? /22.7 I 1c'.5 'It t2.'j.7 I J7. . 1 li At. '1 1° Retest No. rplSTURE . . S.-- Mo:sture :1:. . counts Total ;:.,:: Average . ......Water (p.c.t) ¼ Moisture ______ . . Ratio / •S'( . (3f ri1X. DENSITY CX. Wet-. density (p.ci.) Moisture ______ :.. Wt cyl. + soil Wt cyl; -:. Net wt; soil . .. . . . S••• .........Dry- density (p.cf.)_ RMARKS