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Home My WebLink About3667-5; PAVEMENT OVERLAY OF PAR, ECR & PASEO DEL NORTE; COMPACTION TESTS 2004; 2004-07-017 8#2 6 • _________ Project Name Poject Number Client , Testing Enginee; 'J.S. Labs 0 Testing Engineers - inland E e 0 Testing Engineers - Palm Pprings 7895 Convoy Coti. uite 18 41146 Elm Street, Suite A 820 Research Drive, Suite 2 San Diego, California 92111 Murrieta, California 92562 Palm Springs, California 92262 Phone: (858) 715-5800 Phone: (951) 677-0366 Phone: (760) 325-8378 Fax: (858) 715-5810 Fax: (951) 677-5761 Fax: (760) 325-7480 REPORT OF COMPACTION TEST DATA C c O C, I Test Date ) 1 Page I of QAt. of 0-CAt lie 31' Test S Material Structure Test Location and Elevation or Depth relative to... i9 1i- P at_ oj ,t OiJo4 /Jtin PLt d ,Jc+b 45 R1 F ' " " è'jc3.z jsQ-. ci,.+k ç((.JJj- p.., ' ive 3 tc.. (oi' /uz41L I' ( jLj- iZA P " " I' "iuc'3 -g' Fjcuh , A. .- Jj- (1- P '. - IL!? A) 0 1 (4' kjcv4t' d2 OUe4q (. I 'L q0 /61' ,2P . b / d Aw L 0 3 '3 43 e ± 813 , .7 Material: S = Soil, AC = Asphalt COncrete, ATB -aphalt T,aëd Base, AB' Arec CTS = Cement Treated Soil LTS = Lime Treated Soil 0 =Other ., Structure. P = Pavement Structural Section, F - - General Fill, N - Native Soil, WL - W SS = Sanitary Sewer, ST = Storm Sewer, U = Other Utilities, W = Wall Backfill, SC Sidewalk, Curb/Gutter, 0 = Other Test #.................1. Probe Depth (inches) lt 85 &. ,135" LL 1"S'51 135 ± L /3J' isis - , i ... 'i Wet Density (pci) n.ity (pcf) . . 2S . . . L2..1 . . I32..O 13? L L-P L2.2 (. ui i'JZ / 2 ' Moisture (%) . MD Curve Number . l:. Maxirnum Density (pci) Optimum Moisture (%) . . . _____ _____ ••. _____ i-JIA- Relative Moisture, AM (%) ,.J/4- AJ/4 /J4 Relative Compaction, RC g4 A1/4— .'iln- ,kJ/f ,'J /n- ttI/- Specified AC Specified RM%) Conformance(YesfNo) pj 44 /VO L, /E f Nuclear Gauge Model and Serial Number: This report does not relieve the contractor of their responsibility for perrformance in accordance with the plans, specifications and applicable codes. The contractor is responsible for scheduling retesting of reworked areas that have previously failed to meet specifications. See accompanying Daily Report for description of work and observations. TESD's Testing Technician: Name: R. 6' Signature: (s'? Client's or Côntractor's Acknowledgement: Name: Signature:. - White- Office Yellow- Contractor - .. Pink- Field Technician I Test # f Material Structure 'Test Location and Elevation or Depth relative to... 1 15I I. IA ? (4,v1t /1E74-c -Court ciet' L4e-,J ,3 k i189' '5.4 / (OtJ 2 ±/b2.'5, 15-6 /Z.,i- p.. I fy. 3 €ZAf- t-(ottQ -2 cJu-3tI 3 .4-c 11 O Testing Engineei I.I.S. Labs 0 Testing Engineers - inland Er '-e 0 Testing Engineers - Palm Springs 7895 Convoy Coii. suite 18 41146 Elm Street, Suite A 820 Research Drive, Suite 2 San Diego, California 92111 Murrieta, California 92562 Palm Springs, California 92262 Phone: (858) 715-5800 Phone: (951) 677-0366 ,..- Phone: (760) 325-8378 Fax: (858) 715-5810 Fax: (951) 677-5761 (j,) Fax: (760) 325-7480 L CP,mro (2 REPORT OF COMPACTION TEST DATA v1i pAue Project Name Project Number :34 I ' Test Date - 0 L( Page ...2. of Client c21,t 7 I Material: S = Soil, AC = Asphalt Concrete. ATB - phall Treje4 Base, B Agg gate Bae, CTS = Cement Treated Soil LTS = Lime Treated Soil, 0 = Other 1-\' - ILJO-(Le I Structure: P = Pavement Structural Section, F = General Fill, N = Native Soil, WL = Waterline, SS = Sanitary Sewer, ST = Storm Sewer, U = Other Utilities, W = Wall Backfill, SC = Sidewalk, Curb/Gutter, 0 = Other Test# cT-i Jts-3-'/s6' Probe Depth (inches) Wet Density (pcf)/•21-Ie- Dry Density (pci) Moisture MD Curve Number l- 3ç3 Maximum Density (pci) j,3f3 Optimum. Moisture (%) 1J/ J (0 i-JIfl Relative Compaction, AC (%) /J 4. Relative Moisture, AM (%) Specified AM Specified RC Fifr- Conformance (Yes/No) Nuclear Gauge Model and Serial Number: ..S SJ 3 b 33 U This report does not relieve the contractor of their responsibility for performance in accordance with the plans, specifications and applicable codes. The contractor is responsible for scheduling retesting of reworked areas that have previously failed to meet specifications. See accompanying Daily Report for description of work and observations. TESD's Testing Technician: Name: Q SignaiUre: --op AIL Client's or Contractor's Acknowledgemen: Name: Signature: White- Office Yel(ow- Co.fj-actor Pink- Field Technician Test 41 Material Structure Test Location and Elevation or Depth relative to... I3c 1/- P R_ russ_p_ ft3 /fJ. P El t4e _%efl(c( laq * jD (4hi1 _ 6i(i re;w t? P .(o16jt 94 P. ti - Kfl.PIf S 1Uov"t4Mi _1C_cF(ct(ej_Q(44 P-1 _E P __ "_bc,u-'_t&,'4 "&si'C(3\uL Teng Engineers-San Diego ..ic. Established 1946 , 7895 Convoy Court, Suite 18, San Diego, CA. 92 11 [858] 715-5800 Fax [858] 715-5810 ) 13 ipc ,tec. ,mt -tc - ' REPORT OF COMPACTION TEST DATA COif4' 1 I Project Name d Cce/jhc4. e11 Project Number Test Date O&' 3C Page_L of I Client &/ d Material: S = Soil, AC = Asphalt Concrete, ATB Aphalt Treated ase, B = Aggreg LTS = Lime Treated Soil, 0 = Other f_4thqekJ'fr Structure: P = Pavement Structural Section, F = General Fill, N = Native Soil, WL = Wal U Other Utilities, W = Wall Backfill, SC.= Sidewalk, Curb/Gutter, 0 = Other CTS Cement Treated Soil SS = Sanitary Sewer, ST = Storm Sewer, 5\ Test #)3L ' / !qô filL /z- t Probe Depth (inches) Wet Density(pcf) /31g IJLL L30 fi) j.LLf /24 (YOS DryDensity(pcf) Moisture MD Curve Number L9 •. Maximum Density Density (pcf)- ' — - / YO'S' Optimum Mdisture (%) -.-- — fr"t/k f- /"JIfF jiU/f. Relative Compaction, RC(%) Relative Moisture, RM Specified RC Specified RM (%)Ad 11 Conformance (Yes/No) 4tj 1 (S IiH'(ClI Nuclear Gauge Model and Serial Number: 3_3_o ___)_'L This report does not relieve the contractor of their responsibility for performance in accordance with the plans, specifications and applicable codes. The contractor,ls responsible for scheduling retesting of reworked areas that have previously failed to meet specifications. See accompanyingaiIy Report for description of work and Arvations.A 1)1 • / p TESD's Testing Technician :. S Name: - ___( Signature: Client's or Contractor's Acknowledgement: Name: -. Siriature: White- Office S Yellow- Contractor S Pink- Field Technician U 1u .-_.l Testing Engineer" •i.S. Labs 0 Testing Engineers - Inland Err'-e 0 Testing Engineers - Palm Springs th 7895 Convoy Co jite 18 41146 Elm Street, Suite A 820 Research Drive, Suite 2 San Diego, California 92111 Murrieta, California 92562 Palm Springs, California 92262 Phone: (858) 715-5800 Phone: (951) 677-0366 Phone: (760) 325-8378 1828 Fax: (858) 715-5810 Fax: (951) 677-5761 Fax: (760) 325-7480 REPORT OF COMPACTION TEST DATA - (o Project Name C'UU Of Cç2ASB) zcock -w€t- ovc _7100 1 Test Date Co 0(4- Page of Project Number _.. Client Ck"tt_( OF CS}2 Test S Material 'Structure Test Location and Elevation or Depth relative to... _iJ2. Y 1CA..i t &êt. M '- O -uE I 4ü0' 5 - Od5 C) COLLE tic 15 oCoLQe1 - A1'1E i - ôt CUBi Material S = Soil, AC = Asphalt Concrete, ATB = Asphalt Treated Base, AB = Aggregate Base, CTS = Cement Treated Soil LTS = Lime Treated Soil, 0 = Other Structure P = Pavement Structural Section, F = General Fill, N = Native Soil, WL = Waterline, SS = Sanitary Sewer, ST = Storm Sewer, U = Other Utilities, W = Wall Backfill, SC = Sidewalk, Curb/Gutter, 0 = Other Probe Depth (inches) I.L.. JL.. Jt 1IB J.h9 Ito . --------L.L V-P -Day (pct) L ( 131.1 t2Dl3&.j i'z,., !I . 7 1i. 4 1313 . ' 131.8 isoi I.L1.4 i- s I3.4 1 132. 134,1 MD Curve Number . 403 7 Maximum Density (pcf) Optimum Moisture Relative Compaction, RC Relative Moisture, RM Specified RC (%) 9- - Specified RM Conformance (Yes/No) ('iT-) YES KO Nuclear Gauge Model and Serial Number: 43O I'-i _F?1 _ This report does not relieve the contractor of their responsibility for performance in accordance with the plans, spectficaions and applicable codes. The contractor is responsible for scheduling retesting of reworked areas that have previously latleo meet spe'tfication5. See accompanying Daily Report for description of work and observations. \ TESD's Testing Technician: Client's or Contractor's Acknowledgement: Name: C42L::3 E-1-e'eQ Signature: Name: Signature: White-Office Yellow- Contractor Pink- Field Technician Testing Engineer U.S. Labs 7895 Convoy CoL .3u1te 18 San Diego, California 92111 Phone: (858) 715-5800 Fax: (858) 715-5810 Testing Engineers - Inland 41146 Elm Street, Suite A' Murrieta, California 92562 Phone: (951) 677-0366 Fax: (951) 677-5761 tre 0 Testing Engineers - Palm Springs 820 Research Drive, Suite 2 Palm Springs, California 92262 Phone: (760) 325-8378 Fax: (760) 325-7480 REPORT OF COMPACTION TEST DATA Project Name CA-t4 O CA3 - ZOO o'W4 ?o(a7 - Co Project Number 17,00 t Test Date Page 3 of Client LILk OF d1&L5 E,AD Test # Material Structure Test Location and Elevation or Depth relative to... 172 AE4i1 40'ii Ols CøCLCtE e1LVf.. I2.3 - - fL CAi,p r2A1- 3)$Jkfl)1 40 O' COL.LjE $L4Yb. '2-4 - - (, )l 5 OF COUZ - - - j5Qt 4Cf. 3IJJ 15d1.3 OF-Cou,6GE 3L-V) ri '5 0A Cou'ra-cia 8UJb 14 t3 Q-V CØL4.A I3L-Vt) 2COt ,&j 0 s Co j - — couJe<-t PX)j) - - 4-00'Q o cot.jjj ti1D Material Structure S = Soil, AC = Asphalt Concrete, ATB = Asphalt Treated Base, AB = Aggregate Base. CTS = Cement Treated Soil LTS = Lime Treated Soil, 0 = Other P = Pavement Structural Section, F = General Fill, N = Native Soil, WL Waterline, SS Sanitary Sewer, ST = Storm Sewer, U = Other Utilities, W = Wall Backfill, SC = Sidewalk, Curb/Gutter, 0 = Other ..................... Probe Depth (inches) i -.. . Test 11-110 . ii .t IN 1,31 440ot Density (pct) (4) 13 I'2 ¶9 ..L9 '40 . 139r3 'L± L. 132.1 1-* -0 1.5' 134.5- 'ia' i3O( 133,4 J_ Li I . ....... Lt fbT Density (PcO(.i) 1-34 134. J3,,7 LTLI Mu-.) MD Curve Number Maximum Density (pcf) Optimum Moisture (%) Relative Compaction, RC (%) 3 ç _I ? Relative Moisture, RM Specified RC _ - Specified RM Conformance (Yes/No) /JO & &)ô /'io YE..c AJO AJ Nuclear Gauge Model and Serial Number: 710t.E}Z42'.O _61/j 3kt This report does not relieve the contractor of their responsibility for performance in accordance with theans, speciticions and applicable codes. The contractor is responsible for scheduling retesting of reworked areas that have previously fail \to meet\peicationS. See accompanying Daily Report for description of work and observations. 'f\ )\ , TESD's Testing Technician: Name: CA12LsD3E2€E%' Signature: Client's or Contractor's Acknowledgement: Name: Signature: White- Office Yellow- Contractor Pink- Field Technician 1828 iJL1 Project Name Project Number Client 1Testlng Engineer,' J.S. Labs 7895 Convoy Cou .jite 18 San Diego, California 92111 Phone: (858) 715-5800 Fax: (858) 715-5810 Testing Engineers - Inland En- -e 41146 Elm Street, Suite A Murrieta, California 92562 Phone: (951) 677-0366 Fax: (951) 677-5761 Testing Engineers - Palm Springs 820 Research Drive, Suite 2 Palm Springs, California 92262 Phone: (760) 325-8378 Fax: (760) 325-7480 REPORT OF COMPACTION TEST DATA -1 &O() I Test Date 64-' Page of Test # Material Structure Test Location and Elevation or Depth relative to... ( AL-1 P ELCt&xt j4z, co of(2OLUEC 1LL/O.. 3)r& EaMD, L31ED' luTh _Ots _ouE- l- (JkA triO t64, Ofl4 i32o4 Lt )MIS 0P itC -.L Material S = Soil, AC = Asphalt Concrete, ATB = Asphalt Treated Base, AB = Aggregate Base, CTS = Cement Treated Soil LTS = Lime Treated Soil, 0 = Other Structure P = Pavement Structural Section, F = General Fill, N = Native Soil, WL = Waterline, SS = Sanitary Sewer, ST = Storm Sewer, U = Other Utilities, W = Wall Backfill, SC = Sidewalk, Curb/Gutter, 0 = Other Probe Depth (inches) (33 ___-.--- - -Wee Density (pct) (L) . Density (Pct)(3 MeiTD7' JE 1/3'3 1211 L tfrJD 132-1 13-0 ......._.._. 0 -___ MD Curve Number 33 142-1611-14Y __- Maximum Density (pcf) Optimum Moisture (%) Relative Compaction, RC (%) Relative Moisture, RM (%) 4. '7 , ? 2 Specified RC(%) Specified RM -- Conformance (Yes/No) Jt,jp itjc, IAJO Nuclear Gauge Model and Serial C 51'-J 334 1 This report does not relieve the contractor of their responsibility for performance in accordance with the p1 and applicable codes. The contractor is responsible for scheduling retesting of reworked areas that have previously tailed See accompanying Daily Report for description of work and observations. TESD's Testing Technician: Name: 41f-LQ. L1,e)L'0 Signature: Client's or Contractor's Acknowledgement: Name: Signature: White- Office Yellow- Contractor . Pink- Field Technician Test a Material IStructure' Test Location and Elevation or Depth relative to... / R / A)IZFIe aeon ,. I-/-/ 3 10 L /li P j.. // // .' " A-: id3 ia p F./ I? ' I I _ /'...... /• i' ?6t .c tq'I- /Pr P ." . /1 t( , it7 iUI- P 1' ,4e 1913 1,414 evcJo C (C 10G"7#4' '2 i?IO' il-1. tftci o Testing Enginee; U.S. Labs 0 Testing Engineers - Inland F 're 0 Testing Engineers. Palm Springs 7895 Convoy Cot. .uite 18. 41146 Elm Street, Suite At 820 Research Drive, Suite 2 San Diego, California 92111 Murrieta, California 92562 Palm Springs, California 92262 Phone: (858) 715-5800 Phone: (951) 677-0366 Phone: (760) 325-8378 Fax: (858) 715-5810 Fax: (951) 677-5761 Fax: (760) 325-7480 REPORT OF COMPACTION TEST DATJD RJ 66k, Project Name Project Number Client 7? 1f() I Test Date 0 Page .J. of CrbaA Material: S = Soil, AC = Asphalt Concrete, ATB = Aht Treat d §a e, AB = AQgrç LTS = Lime Treated Soil, 0 = Other /'( F# Mob e e'd- -i 2. Structure: P.= Pavement StrUçtdral Section, F =Gerteral Fill; N= Native Soil, WL = Wa U = Other Utilities, W = W?Il'Backfill. SC = Sidewalk, Curb/Gutter, 0 = Other te,TS1=rnent Treated Soil SS = Sanitary Sewer, ST = Storm Sewer, Te fj'J /Mb -A s. iL7.v Wet Density (pcf) ii j35 /.iJ1- ...ks,. gf f /27I2t/.o --tat ( 13j j tzj Probe Depth (inches) Dry Density (pcf) . Moisture (%) MD Curve Number &3E? j.J (L ,V4 j1) pj.f.. 'JVJ ft fl/ft i343 wim. a-:i kil#I '&l JJt'i 1* /IJI/ '31ô Maximum Density (pct) Optimum'Moislure(%) 'Relative Compaction, RC J4i iif ;4/Ø f, WIt eJI# Relative Moisture, RM (%) P114 Spe'ètfiedRC(/) Specified RM (%) Al/ii t4 r.. i-(fi 9s— 'v/ N/Iv ç V(1 9-r i4' £r- N/n.. i'/f'- 2r ,tl 14 Confbrmance (Yes/No) Nuclear Gauge Model and Serial Number: This report does not relieve the contractor of their responsibility for performance in accordance with the plans, specifications and applicable codes. The contractor is responsible for scheduling retesting of reworked areas that have previously failed to meet specifications. See accompanying Daily Report for descripliori of work and observations. TESD's Testing Technician: - Name: /IIk c- Signature: il, Client's or Contractor's Acknowledgement: Name: Signature: White- Office Yell6w- Contractor Pink-- Field Technician Testing Engineej U.S. Labs 7895 Convoy Coll, ,uite 18 San Diego, California 92111 Phone: (858) 715-5800 Fax: (858) 715-5810 Testing Engineers - Inland El e 41146 Elm Street,. Suite At Murrieta, California 92562 Phone: (951) 677-0366 Fax: (951) 677-5761 a R rjtec. I4t( 01,L et 4— REPORT OF COMPACTION TEST DATA 1 26 Project Name Project Number Client O Testing Engineers - Palm Springs 820 Research Drive, Suite 2 Palm Springs, California 92262 Phone: (760) 325-8378 Fax: (760) 325-7480 ((tcc&'tt c:2e,,1c6 1X60 I Test Date - - 1/ Page 2 of C411 cf(cI 101 Test # [Material Structure Test Location and Elevation or Depth relative to... /1/ '?ft • a Material: S = Soil, AC = Asphalt Concrete, ATB = Asphalt Treated Base, AB = Aggregate Base, CTS = Cement Treated Soil LTS = Lime Treated Soil, 0 = Other Structure: P = Pavement Structural Section, F = General Fill, N = Native Soil, WL = Waterline, SS = Sanitary Sewer, ST = Storm Sewer, U = Other Utilities, W = Wall Backfill, SC = Sidewalk, Curb/Gutter, 0 = Other Test# 131 Probe Depth (inches) Wet Density (pcf). Dry Density (pct) Moisture MD Curve Number Maximum Density (pct) Optimum Moisture Relative Compaction, AC Relative Moisture, AM Specified AC Specified AM Conformance (Yes/No) AJV Nuclear Gauge Model and Serial Number: / This report does not relieve the contractor of their responsibility for performance in accordance with the plans, specifications and applicable codes. The contractor is responsible for scheduling retesting of reworked areas that have previously tailed to meet specifications. See accompanying Daily Report for description of work and observations. TESD's Testing Technician: Name: rA4 Signature O L Client's or Contractor's Acknowledgement: Name: Signature: White- Office Yellow- Contractor Pink- Field Technician U vet, 0 Testing Engine, U.S. Labs 0 Testing Engineers - Inland I ire 0 Testing Engineers - Palm Springs 7895 Convoy C6. Suite 18 41146 Elm Street, Suite A 820 Research Drive, Suite 2 San Diego, California 92111 Murrieta, California 92562 Palm Springs, California 92262 Phone: (858) 715-5800 Phone: (951) 677-0366 Phone: (760) 325-8378 Fax: (858) 715-5810 Fax: (951) 677-5761 Fax: (760) 325-7480 REPORT OF COMPACTION TEST DATA Project Name eity CcpLShcJ Pe -1-16,C ; Project Number ___ Test Date c )- Lc - Page ._L.± of Client Q19 Co-ib-f. Test a I Material Structu(e Test Location and Elevation or Depth relative to... '! -- ')0 lPelfto01po4 t*AYO - rn, .9' fck.' /24 'd- 1 2. 4 p / ?t ( 4 0 i . / (•. 91 tin ii /. , / __ at 2 . .. . -.-' .. ell 1:' a g f) , L. Is 0 1 j . (,, ii - 1' Ai iVO 6 &r(2 J f4-i,o '( " I- ' L Wu 1 t If Material: . .S = Soil, AC = Asphalt Concrete, ATB = Asphalt Treated Base, AB Aggregate Base, CTS = Cement Treated Soil LTS = Lime Treated Soil, 0 = Other Structure: P = Pavement Structural Section, F = General Fill, N = Native Soil, WL = Waterline, SS = Sanitary Sewer, ST = Storm Sewer, U = Other Utilities, W = Wall Backfill, SC = Sidewalk, Curb/Gutter, 0 = Other Test Probe Depth (inches) .... ,. I1 i .-. Wet Density (pcI) Ikt '4 Dry Density (pct) i.....5 -127 /I22 Moisture MD Curve Number Maximum Density (pcf)313 Optimun:Moisture (%) to tw Relative Compaction, RC _q— Relative Moisture, AM (%) SpecifiedRC(%) Specified AM (%) .. . __ _-_ __ _____ ______ Conformance (Yes/No) JO' fJD Nta ,J4 Nuclear Gauge Model and Serial Number: - This report does not relieve the contractor of their responsibility for performance in accordance with the plans, specifications and applicable codes. The contractor is responsible for scheduling retesting of reworked areas that have previously failed to meet specifications. See accompanying Daily Report for description of work and observations. TESD's Testing Technician: Nane: 14 L _L k- Signature (w ( L Client's or Contractor's Acknowledgement: Name: Signature: White- Office Yellow- Contractor Pink- Field Technician u Ve J' Testing Engines U.S. Labs 0 Testing Engineers - Inland IF 're 7895 Convoy Cot ,uite 18. 41146 Elm Street, Suite A' San Diego, California 92111 Murrieta, California 92562 Phone: (858) 715-5800 Phone: (951) 677-0366 26 Fax: (858) 715-5810 Fax: (951) 677-5761 REPORT OF COMPACTION TEST DATA 'S • ,_' * I o Testing Engineers - Palm Springs 820 Research Drive, Suite 2 Palm Springs, California 92262 Phone: (760) 325-8378 Fax: (760) 325-7480 Project Name Q'\- d' Project Number I Test Date £ø (p12 t Client C\rLf d CAstoL Test # Materiat Structure Test Location and Elevation or Depth relative to:.. M P' Lp ae .cc rn Jo 2. 100 R (r P I ' i,. , /( CC 2- 30 Material: S = Soil, AC = Asphalt Concrete, ATB =,Asphalt lLeated Base, AB = AQreg LTS = Lime Treated Soil, O,= Other ( Pj- L4e,/ t&.p Structure: P = Pavement Structural Section, F = General Fill, N = Native Soil, WL = Wa U = Other Utilities,- W = Walt Backlill, SC = Sidewalk, Curb/Gutter, 0 = Other CTS = Cement Treated Soil me, SS = Sanitary Sewer, ST = Storm Sewer, Test# [toO- 2' Probe Depth (inches) Wet Density (pcI) Dry Density(pcf.) Moisture (%) MD Curve Number . 134 /V' (( 'Maximum Density (pd) Optimum Moisture Relative Compaction, AC (%) . . f' Lj Relative Moisture, AM (%) ______ _______ Specified AC Specified AM Mi TOY Conformance (Yes/No) Lf&i /&1 /c) Nuclear Gauge Model and Serial Number: cS'1O This report does not relieve the contractor of their responsibility for performance in accordance with the plans, specifications and applicable codes. The contractor is responsible for scheduling retesting of reworked areas that have previously tailed to meet specifications. See accompanying Daily Report for description of work and observations. TESD's Testing Technician: Name: L-) Sign ' ature: ~Va Client's or Contractor's Acknowledgement: Name: ' Signature: White- Office Yellow- Contractor Pink- Field Technician TeL ng Engineers-San Diego, c. 7895 Convoy Court, Suite 18, San Diego, CA. 92111 [858] 715-5800 Fax [858] 715-5810 REPORT OF COMPACTION TEST DATA øAt- Test Date Established 1946 Project Name Project Number Client Page of Test # Material Structure Test Location and Elevation or Depth relative to.. 'R6 cu\ f cà'5 . //t .L\ '(L flJ'c 0 L i :;fl (LP iç' tY- r4r r. ' " " ' /4 Ji t fl H ( '' rfr 1 j( I' :S \tJEr I\C(Li' Rn- P 1' N wwy\ po j Li-'J Material: S = Soil, AC = Asphalt Concrete, ATB = Asphalt Treated Base, AB = Aggregate Base, CTS = Cement Treated Soil LTS = Lime Treated Soil, 0 = Other Structure: P = Pavement Structural Section, F = General Fill, N = Native Soil, WL = Waterline, SS = Sanitary Sewer, ST = Storm Sewer, U = Other Utilities, W = Wall Backfill, SC = Sidewalk, Curb/Gutter, 0 = Other Test # -c_ ?- -- /4 -1140 Probe Depth (inches) j' ,f 5 s 5 3 i IM Wet Density (pcf) (CJ. fJSJ 1° flip t'((t f3?5 6 _IU L Moisture (%) - MD Curve Number Maximum Density (pcf) -_ - P-4FO. -1Icj /j - - Optimum Moisture Relative Compaction, AC Vt Relative Moisture, RM (%)Ilk Specified RC(%) Specified AM Conformance (Yes/No) IS E5-1 4 40 1t2' WE Lit;? L/cj -/05 Al VelL Nuclear Gauge Model and Serial Number: ) t4l5 This report does not relieve the contractor of their responsibility for performance in accordance with the plans, specifications and applicable codes. The contractor is responsible for scheduling retesting of reworked areas that have previously failed to meet specifications. See accompanying Daily Report for description of work and observations. TESD's Testing Technician: Name: V Signature: Clients or Contractor's Acknowledgement: Name: Signature:, White- Office Yellow- Contractor Pink- Field Technician o Testing Engineer' U.S. Labs 0 Testing Engineers - Inland Ef 're 0 Testing Engineers - Palm Springs 7895 Convoy Coi juite 18 41146 Elm Street, Suite Ai 820 Research Drive, Suite 2 San Diego, California 92111 Murrieta, California 92562 Palm Springs, California 92262 Phone: (858) 715-5800 Phone: (951) 677-0366 Phone: (760) 325-8378 Fax: (858) 715-5810 Fax: (951) 677-5761 Fax: (760) 325-7480 REPORT OF COMPACTION TEST DATA P1(* 0 QJLil, kJAI Project Name Project Number Test Date(9124 (Di'2-.IT Page of')—. Client Ck{ ci— (1A31Q4). Test # [Material Structure 'fest Location and Elevation or Depth relative to... A5 i Ra ? P6 DOI i\!ôrL .pajtr-~Joc—~d (&)& t.ie 2 (-7 RP ( /1 re lee '.. , Material S = Soil, AC = Asphalt Concrete, ATB = Asphalt Treated Base, AB = Aggregate Base, CTS = Cement Treated Soil LTS = Lime Treated Soil, 0 = Other Structure P = Pavement Structural Section, F = General Fill, N = Native Soil, WL = Waterline, SS = Sanitary Sewer, ST = Storm Sewer, U = Other Utilities, W = Wall Backfill, SC = Sidewalk, Curb/Gutter, 0 = Other Tesl# jL Probe Depth (inches) Wet Density (pct) Dry Density (pcf) Moisture (%). MD Curve Number Maximum Density (pcf) Optimum Moisture (%) N/- - -fl--99. Relative Compaction, RC (%) 9C, Relative Moisture, RM Specified RC Specified RM Conformance (Yes/No) Nuclear Gauge Model and Serial Number: 43 CD 21' I This report does not relieve the contractor of their responsibility for performance in accordance with the plans, specifications and applicable codes. The contractor is responsible for scheduling retesting of reworked areas that have previously tailed to meet specifications. See accompanying Daily Report for description of work and observations. TESD's Testing Technician: Name: (t-t: ii:::;._ SignaturG?t, (A.):1 C L i/-. Client's or Contractor's Acknowledgement Name: Signature: White- Office Yellow- Contractor Pink- Field Technician Test # Material Structure Test Location and Elevation or Depth relative to... JAt.'I4 L (cM c( AJc. , . . .7 ?'s ,,J 9 -q, 5.g. 6c;y,4t kJV bJ/- el IZ P1 #Lt-( /%)crk Wjpe 2 ,56O T1A.1A 114t,hJ 70 4u /6-0 "41.CF P€L d J Atc.,// 4 c4-L Te 4ng Engineers-San Diego; _ib. Established 1946 7895 Convoy Court, Suite 18, San Diego, CA. 92111 [858] 715-5800 Fax [858] 715-5810 REPORT OF COMPACTION TEST DATA L Project Name Project Number I I. Client :i., twii ui,& 12cc Test Date - Page iL of Material: Structure:, . I S = Soil, AC = Asphalt Concrete, ATB = Asphalt Treated Base, AB = Aggregate Base, CTS = Cement Treated Soil ''( ¼ LTS = Lime Treated Soil, 0 = Other . P = Pavement Structural Section, F = General Fill, N = Native Soil, WL = Waterline, SS = Sanitary Sewer, ST = Storm Sewer, - U = Other Utilities, W = Wall Backf ill, SC = Sidewalk, Curb/Gutter, 0 = Other -Test# Probe Depth Depth (inches) 13 c S R 5 c• 13$ Wet De nsity (pcf) 31.3 Jj F 2 i3L 1L2 t3)i Dry Density (pcf) Moisture (%) MD CurveNumber ____ Optiniiim Moisture (%) Nfir Maximum Density (pcf)-.--- Rive Compaction RC g c. iative Moisture AM SpèàiflèdRC(%) r 7r So- FJ Specified AM Conformance __ Nc) Nuclear Gauge Model and Serial Number: 3 43 0 This report does not relieve the contractor of their responsibility for performance in accordance with the plans, specifications and applicable codes. The contractor is responsible for scheduling retesting of reworked areas that have previously failed to meet specificans. See accompanying Daily Report for description of work and observations. TESD's Testing Technician: Name: 2 Lt I') f 4C 1" Signaturec Client's or Contractor's Acknowledgement: Name: Signature: White- Office Yellow- Contractor Pink- Field Technician / O TeLng Engineers-San Diego, .dc. Established 1946 7895 Convoy Court, Suite 18, San Diego, CA. 92111 [858] 715-5800 Fax [858] 715-5810 REPORT OF COMPACTION TEST DATA Project Name c( ?cu (c7 Project Number Test Date (_ Page 2.. of Client Cd 5L,cF 2c1' L. L Test # Material Structure Test Location and Elevation or Depth relative to... 73 1& to S( ( Or (1 /- .d ht 4jW4 jc Z £e Material: S = Soil, AC = Asphalt Concrete, ATB = Asphalt Treated Base, AB = Aggregate Base, CTS = Cement Treated Soil LIS = LimeTreated Soil, 0 = Other Structure P = Pavement Structural Section, F = General Fill. N = Native Soil, WL = Waterline, SS = Sanitary Sewer, ST = Storm Sewer, U = Other Utilities. W Wall Backfill, SC = Sidewalk, Curb/Gutter, 0 = Other Test # 3 Probe Depth (inches) J3f i5 Wet Density (pcf) Dry pcf) M4 Moisture (%) MD Curve Number Maximum Density (pcf) Optimum Moisture (%) Relative Compaction, AC Relative Moisture, AM (%) J/1i.. tJ/p_ Specified AC (%) Ic Specified AM Conformance (Yes/No) Nuclear Gauge Model and Serial Number: This report does not relieve the contractor of their responsibility for performance in accordance with the plans, specifications and applicable 'codes. The contractor is responsible for scheduling retesting of reworked areas that have previously failed to meet specifications. 'See accompanying Daily Report for description of work and observations. S TESD's Testing Technician: Name: Signature: (2 Client's or Contractor's Acknowledgement: Name: Signature: White- Office Yellow- Contractor Pink- Field Technician TeLng Engineers-San Diego, .ic. Established 1946 7895 Convoy Court, Suite 18, San Diego, CA. 92111 [858] 715-5800 Fax [858] 715-5810 S REPORT OF COMPACTION TEST DATA Project Name c &i' Is Pc Project Number 72C f Test Date 6(2l— 443 Page of Client Test # Material Structure' Test Location and Elevation or Depth relative to... 5 5L( ,O f4 p4 t p - t 416 3 5(- hA— .tc .'16•3 P. ' 13 pr S5 (W(5 CC L U 5 AA 4 -" 3 L Sew- 2a'o 5? iJl— ft IVo 3 e eyL 40 /a Yô c j2i- p /A P. ii t ft 31 6A.,e 4pina k Jy7 A CC 11 O2L fZ.4- k CE 3 /c- Material: S = Soil. AC = Asphalt Concrete, ATB = Asphalt Treat d Ba e, AB = Aggreg te Bas , CTS = C m nt Treated Soil LTS = Lime Treated Soil, 0 = Other /c'#4 kpi't1 Atrpkc ? 1 Structure: P = Pavement Structural Section, F = General Fill, N = Native Soil, WL = Waterline, SS = Sanitary Sewer, ST = Storm Sewer, U = Other Utilities, W = Wall Backfill SC = Sidewalk Curb/Gutter, 0 = Other Test# __ ic- ' 5 Probe Depth (inches) (3,) • /? fl?,S Wet Density (pcf) I5:'1 LZ bI3 f Density (pcf) /23 Dry /254 4'5 125`3 jS I iA.' I19,tf /2J j24.? Moisture MD Curve Number Maximum Density (pcf) Optimum Moisture (%) Aelative.,Crnpaction,RC(%) ?° L % 22- ?4 RelativeMbiture, AM Specified AM (%) - Specified RC(%)çc-- /J ffl Conformance (Yes/No) . (.JO AID )J() /JO Nuclear Gauge Model and Serial Number: 0 7& i This report does not relieve-the contractor of their responsibility for performance in accordance' with the plans, specifications and applicable codes The contractor is responsible for scheduling retesting of reworked areas that have previously failed to meet specifications See accompanying Daily Report for description of work and observations. TESD s Testing Technician Name Signature Cd4 Clieri\'s or Contractor's Acknowledgement: Name: Signature: White- Office - Yellow-. Contractor - . - Pink- Field Technician Te ng Engineers-San Diego, .ac. Established 1946 7895 Convoy Court, Suite 18, San Diego, CA. 92111 /24&erc4 4rpI1L//- [858]715-5800 Fax [858] 715-5810 Oc.Xj/ci j' /Jcfa..w." 4i REPORT OF COMPACTION TEST DATA Project Name Project Number Client Test Date (p -21 io22- Page 4off' Test # Material Structure Test Location and Elevation or Depth relative to... jc !L'f P Plô,'rer_A'?c 49L , t.100 "&c,,M'C?—L ( it!'1.- p ,S'e p k49 J#Qt 'V /L 1 If I bt C.' p... 1á/ , Ljg' ses€i- U pu-p . . Of A.M/ Lw.- Ar,vJ I Z4 iu'4 p. p• _ / -buc(IUc//9'0 )_W 1.41 rIe-c,L e( f. I/1dd,(J IL.il- P If ' ' o1 pee -tS / ( 5L 114 Pee .. I re 3 /L13- /f ,&. .p 3 / - 1ô ' U Material: S = Soil, AC = Asphalt Concrete, ATB = Asphalt Tre ted Base, AS = Aggrgaje Bse, 9TS,=,Cement Treated Soil LTS = Lime Treated Soil, 0 = Other / 7et4_IiC.(/ Structure: P = Pavement Structural Section, F = General Fill, = Native Soil, WL = Waterline, S = Sanitary Sewer, ST = Storm Sewer, U = Other Utilities, W = Wall Backfill, SC = Sidewalk, Curb/Gutter, 0 = Other Test # 1f ç 4 t ( 't '—/ f2 53 ProbeDepth(inches) (3, (3 ç ç 1a T ,ç- (ç /3'9 40 /3j Wet Density (pcf) W.- Q-J ,a QC 01Af /5i 125 jéS3 Dry Density (pcf) /1i 'tf- ii1.•; ..ii 13 (../.2 flOi /21.2.. /f..b Moisture MD Curve Number Maximum Density (pcf) Optimum Moisture Relative Compaction, RC Relative Mo,sture,RM (%) Specified RC ....... SpecifiedRM (%) Conformance (Yes/No) 1((.J /'JC f.je iijô Nuclear Gauge Model and Serial Number: 3'i _S0 _.5Lf5 This report does not relieve the contractor of their responsibility for performance in accordance with the plans, specifications and applicable codes. The contractor is responsible for scheduling retesting of reworked area's that have previously failed to meet specifications. See accompanying Daily Report for description of work and observations. TESD's Testing Technician: Name: L LNIX:( ll~c L&_ Signature: Client's or Contractor's Acknowledgement: Name: Signature: White- Office Yellow- Contractor Pink- Field Technician Test # Material Structure Test Location and Elevation or Depth relative.to... I t Pc P we (L f. ti 301 /c -/O ia- a p i ee 'I PCUt d 21 , ,.1 JIVe '(3 lJ J4or ik'p au tCr / tc Project Name Project Number Client Testing Engineers-San Diego, i. 7895 Convoy Court, Suite 18, San Diego, CA. 92111 of [858] 715-5800 Fax [858] 715-5810 REPORT OF COMPACTION TEST DATA f' (1,- (ç 4. IL Pt ui i'c i Established 1946 RIOLJ4( 041) cI4+ (R [6dW. ftt( /L q c / Test Date b/f2 Page ..± of Material: S = Soil, AC Asphalt Concrete, ATB = Asphalt Treated Base, AB = Aggregate Base, CTS = Cement Treated Soil LTS = Lime Treated Soil, 0 = Other Structure: P = Pavement Structural Section, F = General Fill, N = Native Soil, WL = Waterline, SS = Sanitary Sewer, ST = Storm Sewer, U = Other Utilities, W.= Wall Backfill, SC = Sidewalk, Curb/Gutter, 0 = Other Test#.' ;34. t(o iLL_ 1'— 93 Probe Depth (inches) 35 c (3j Wei Density (pcf) - (flt- /t (31] 04"q A 73 Dry Density (pcf) — i' /W U4_ _i.112N i224 Moisture (%) MD Curve Number ç Maximum Density (pcf) ( If4 i. U /3 1LJ J- Optimum Moisture (%) Relative Compaction, RC (%) 8 7'X ?t 7?S I''IL 03' Relative Moisture, RM (%) Specified RC Specified RM (%) #qt k4/#) Aib AJ1f AII(pi )A 4J. COnformance (Yes/No) Nuclear Gauge Model and Serial Number: This report does not relieve the contractor of their responsibility for performance in accordance with the plans, specifications and applicable codes. The contractor is responsible for scheduling retesting of reworked areas that have previously failed to meet specifications. See accompanying Daily Report for description of work and observations. TESD's Tstirg Technician: - Name: 2 I'd Signature: Signature: Clients or Contractor's Acknowledgement: Name: Signature: White- Office Yellow- Contractor Pink- Field Technician TeLng Engineers-San Diego, c. 7895 Convoy Court, Suite 18, San Diego, CA. 92111 [858] 715-5800 Fax [858] 715-5810 "(?)tbo 1-4 Established 1946 qvb6ri 4 4pIc I 4 REPORT OF COMPACTION TEST DATA C6-/sbj. ('d I . •Test Date I Page _J. of Test # I Material Structure Test Location and Elevation or Depth relative to... , t4- R 'I— b5b &I 61c _4,_1L(.. Itok ,t,4- P 3L iz4 fJ 1•- i -c e ek ket4 . j 33, flfr j2 ô'\c _F I_L-.P4_L.',t,l('_pi8L I ,-j,ctI_4f' 2t( p P.I id._31J'.C Ch _4c-i''Lejo __k'(2i'c--f-f'ci€!,4t,icL .3& R4 tLJ . ___ /2i.f'_ 1L4 p t 'il'-1e.A&Q Io( Material: S = Soil, AC = Asphalt Concrete, ATB = Asphalt Treated Base, AB =Aggregate Base, CTS =Cement Treated Soil LTS = Lime Treated Soil, 0 = Other Structure: P = Pavement Structural Section, F = General Fill, N = Native Soil, WL = Waterline, SS = Sanitary Sewer, ST = Storm Sewer, U = Other Utilities, W = Wall Backfill, SC = Sidewalk, Curb/Gutter, 0 = Other test 9, 31 " 3 St Probe Depth (inches) f$ We Density (pcf) - - /2 /3/_(.12 13 ( _( LS_ P.=(_i t3 _3 2 _ 47 'J Dry Density (pcI) '/_ 4 jj /22j Moisture (°(o) MD Curve Number Maximum Density (pcf)' Optimum Moisture (%) Relative Moisture, RM (%) Relative Compaction, RC Specified RC (%) f fr fj- 9( j5' 9 ' ( 9r ,-- tjo VU /'J 0 "id /v) 0 )* Conformance(Yes/No)-'---- Nuclear Gauge Model and Serial Number g 30'— 3 2)-2 - This report does not relieve the contractor of their responsibility for perfcirmance in accordance with the plans, specifications and applicable codes. The contractor is responsible for scheduling retesting of reworked areas that have previously failed to meet specifications. See accompanying Daily Report for description of work and observation. TESD's Testing Technician: Name: Signature: Clients or Contractor's Acknowledgement: Name: '- Signature: White- Office Yellow- Contractor Pink- Field Technician / Page of Te_dng Engineers-San Diego, .s ic. 7895 Convoy Court, Suite 18, San Diego, CA. 92111 [858] 715-5800 Fax [858] 715-5810 REPORT OF COMPACTION TEST DATA Established 1946 ó, bcJ LAfr P1ao74 tr—pb ltil Project Name Project Number Client Test U Material Structure Test Location and Elevation or Depth relative to.. Q,, ItA& Vd(1 2-4 4- 7 2c- 4 p a tt 'i' c' r ( I So I frtuIcL& tjcUy _____ Material: S = Soil, AC = Asphalt Concrete, ATB = Asphalt Treated Base, AB = Aggregate Base, CTS = Cement Treated Soil LTS = Lime Treated Soil, 0 = Other Structure: P = Pavement Structural Section, F = General Fill, N = Native Soil, WL = Waterline, SS = Sanitary Sewer, ST = Storm Sewer, U = Other Utilities, W = Wall Backfill, SC = Sidewalk, Curb/Gutter, 0 = Other Test# Probe Depth (inches) Wet Density (pcf) Dry Density (pcf) 37 L3 f3 12 /33 Moisture (%) MD Curve Number ____ Maximum Density (pcf) ____ !3 Optimum Moisture (%) 1371 Idg Relative Compaction, PC (%) ,19 Relative Moisture, RM (%) r5! Specified AC Specified RM Conformance (Yes/No) Nuclear Gauge Model and Serial Number: 31'S t 3 This report does not relieve the contractor of their responsibility for performance in accordance with the plans, specifications and applicable codes. The contractor is responsible for scheduling retesting of reworked areas that have previously failed to meet specifications. See accompanying Daily Report for description of work and observations. TESD's Testing Technician: Name: 1LilC.(/L. Signature: Client's or Contractor's, Acknowledgement: Name: Signature White- Office Yellow- Contractor , . Pink- Field Technician Established 1946 obcj1I2e (1s pc(-. j~k PL-t'v'M Cp-i I'_ tF Testing Engineers-San Diego, inc. 7895 Convoy Court, Suite 18, San Diego, CA. 92111 [858] 715-5800 Fax [858] 715-5810 REPORT OF COMPACTION TEST DATA (c! do/ Test Date c/I (o// Page _L of Test # Material Structure Test Location and Elevation or Depth relative to... / 4 ,,€2 ,2,. ,t., £i 'Uf &',c /j' .(or co fte / R1 P " iI-e- /øo1 e" P b /-roI (&i O / U Co ie &#0 i &Ite (oe' 20 114. P ,€ ' ( A)O / it#z- wo" E e•( i4WL4, .J( 09 23 R4 t ' / (e 2&W LL Cr JiU 2 Y ma , r iust ,ç p ,. e n LJo I li?'%L fr L) t 1(JL Ud Material: S = Soil, AC = Asphalt Concrete, ATB tAgg *haltT ted Base, , = Cement Treated Soil LTS = Lime Treated Soil, 0 = Other _____________________________________________ Structure: P = Pavement Structural Section, F = General Fill, N = Native Soil, WL = Waterline, SS = Sanitary Sewer, ST = Storm Sewer, U = Other -Utilities, W = Wall Backfill, SC = Sidewalk, Curb/Gutter, 0 = Other Test# /( /?-f? 19 20P-( &22?2 ZT Probe Depth (inches) Wet Density (pci) Dry Density (pcf) /35 (fff3tf.5' 1370 63./37. 2 /.3?.2 /3.?. /312 Moisture (%) MD Curve Number 2 Maximum Density (pci) 37f 67.3 /375 ,37 .3 ,'7.1 (32.f (57f (3f í37 6_S Optimum Moisture (%) Relative Compaction, RC (%) T -P-7 40 . Relative Moisture, RM (%) ___ Specified RC (%) 9f 5 Specified RM Conformance (Yes/No) 1/( 1/ /j çeJ yti V - I ./6J /J VtJ Viti Nuclear Gauge Model and Serial Number: - I This report does not relieve the contractor of their responsibility for performance in accordance with the plans, specifications and applicable codes. The contractor is responsible for scheduling retesting of reworked areas that have previously failed to meet specifications. See accompanying Daily Report for description of work and observations. TESD's Testing Technician: Name: R M4t, Signature: LJ1 k & Client's or Contractor's Acknowledgement: Name: Signature: White- Office Yellow- Contractor Pink- Field Technician Test# .: T. Probe Depth (ines) gç __r <P, Wet Density (pcf) Dry Density (pcf) Moisture MD Curve Number _ c?—. Maximum Density (pcf) /\ /3.f61 (375 I37J /3S h37- - (3:74 (35 Optimum Moisture (%) Relative Compaction, RC Relative Moisture, RM (%) SpeiifiedRC(%) 95 $ 2iS 9 S Specified RM Conformance (Yes/No) . ]_/t)0 ,.-ib /U ) NO /t.!O /", /JO 7 TeLdng Engineers-San Diego: .ac. Established 1946 7895 Convoy Court, Suite 18, San Diego, CA. 92111 -5800 Fax [858] 715-5810 [858] 715 REPORT OF COMPACTION TEST DATA At rJOY4 'W -, r Project Name efr'V/ft'. 1' Project Number j 0/ Test Date Page of Client (1,1L1/ C /C-CC (I., Material: S = Soil, AC = Asphalt Concrete, ATB = Asphalt Treated Base, AB = Aggregate Base, CTS = Cement Treated Soil LTS = Lime Treated Soil, 0 = Other __________________________________________________________________________ Structure: P = Pavement Structural Sectiàn, F = General Fill, N =Native Soil, WL = Waterline, SS = Sanitary Sewer, ST = Storm Sewer; .. U = Other Utilities, W = Wall Backfill, SC = Sidewalk, Curb/Gutter, 0 = Other Test # Material Structure Test Location and Elevation or Depth relative to... -nock y5p't Cf ImA L f) p - fIo 1 (( cc er /'. (r '- _____/oc . ( ( (r e ('Cc it- ____ 4 ( / P //<?o"eF Nuclear Gauge Model and Serial Number: 3 tj' 3 1 'L - This report does not relieve the contractor of their responsibility for performance in accordance with the plans, specifications and applicable codes. The contractor is responsible for scheduling retesting of 'reworked areas that have previously, failed to meet specifications. See accompanying Daily Report for description of work and observations. TESD's Testing Technician: Name: v C Signature: - -. Client's or Contractor's Acknowledgemertt; Name: ,.,. . . - " Signature: White- Office ' Yellow- Contractor Pink- Field Technician O TeL ..ng Engineers—San Diego, ..ic. Established 1946 7895 Convoy Court, Suite 18, San Diego, CA. 92111 R eheJ 4phci-/ [858] 715-5800 Fax [858] 715-5810 lee REPORT OF COMPACTION TEST DATA Arp Y4-- Project Name C tC Crk Project Number 7-2. I Test Date Page of 2 Client CL - Cvd Test # Material Structure TestLocationandElevationorDepthrelativeto... U I -'? ,-J. 2 -:&,' - C 4. Jfl Material:: S = Soil, AC = Asphalt Concrete, ATB = Asphalt Treated Base, AB = Aggregate Base, CTS = Cement Treated Soil LTS = Lime Treated Soil,. 0 = Other Structure: P = Pavement Structural Section, F = General Fill, N = Native Soil, WL = Waterline, SS Sanitary Sewer, ST = Storm Sewer, U = Other Utilities, W = Wall Backfill, SC = Sidewalk; Curb/Gutter, 0 = Other Test #. . ... . 12- 0 .. robe.D e'pth (inches) J Jbai' 6~ 'S 2,5 Wet Density (pcf) Dry Density (pcf) _._ Fo.* t2..9- 122?_L2! Moisture (%) . . MD Curve Number Maximum Density (pcf) Optimum Moisture (%) . . . . . Relative Compaction, RC Relative Moisture, AM Specified RC Specified RM Conformance(Yes/No) ._ ,4j• Nuclear Gauge Model and Serial Number: 313 C This report does not relieve the contractor of their responsibility for performance in accordance with the plans, specifications and applicable codes. The contractoris responsible for scheduling retesting of reworked areas that have previously failed to meet specifications. See accompanying Daily Report for description of work and observations. . . TESD's Testing Technician: . Name: Signatur- Client's or Contractor's Acknowledgement: Name: . Signature: White- Office Yellow- Contractor Pink- Field Technician