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Home My WebLink About3667-4; 2000-2001 PAVEMENT OVERLAY; COMPACTION TEST REPORT; 2002-04-11140 130 120 100 KC 70 V MPACTION TEST REPORT Curve No.: 3 Project No.: 0I-2097C Project: City of Carlsbad - Soils, Concrete and Lab Location: SUBGRADE ON SITE Elev./Depth: Remarks: TESD NO. 4286 MATERIAL DESCRIPTION Description: OLIVE-BROWN-YELLOW SILTY SAND Date: 4/11/02 ,J444INSHi DATE Classifications - USCS: AASHTO: Nat. Moist. = Sp.G. = Liquid Limit= Plasticity Index = %>3141n.= 4.9% % < No.200 = TEST RESULTS Maximum dry density = 120.5 pcf Optimum moisture = 13.5 % Water content, % Plate TESTING ENGINEE F. qw MMPACTION TEST REPORT Curve No.: 4 Project No.: 01-2097C Date: 4/11/02 Project: City of Carlsbad - Soils, Concrete and Lab Location: STOCKPILE REVIEWED 8Y Remarks: TESD NO. 4287 MATERIAL DESCRIPTION Description: CLASS II BASE AGGREGATE Classifications - USCS: AASHTO: Nat. Moist. = Sp.G. = Liquid Limit = Plasticity Index = %> 3/4 in. = % % < No.200 = TEST RESULTS 140 130 120 100 Maximum Optimum dry 90 moisture density = 139 pcf = 7 % Test specification: ASTM D 1557-91 Procedure C Modified - \ 100% SATURATION CURVES FOR SPEC.GRAV EQUAL TO: 2.8 2.7 --- I = JeL\ - - = -- --H- --c 80 -77 II1 IT I 0 5 10 15 20 Water content, % Plate TESTING ENGINEERS___________________________________ 140 130 120 o 100 90 EI 7C COMPACTION TEST RE5i5 -) Curve No.:4 I I Project No.: 2001-2097 1 P4I4R 4e2O2Jj9/02 Project: City of Carlsbad Yearly Pavement Overlay - AC/Soil CIIY Oi~ 6qE SAD Location: 300' WEST OF VALENCIA AVE ON PARK DRIVE Elev./Depth: .-_---...-- ---- Remarks: TESD NO. 3655 WEDBy. I d Sfl/ MATERIAL DESCRIPTION DA Description: OLIVE-BROWN WELL GRADED SAND (SW) Classifications - USCS: AASHTO: Nat. Moist. = Sp.G. = Liquid Limit= Plasticity Index = %> No.4 = % % < No.200 = TEST RESULTS Maximum dry density = 130.5 pcf Optimum moisture = 9.5 % Water content, % Plate TESTING ENGINEERS - 140 130 120 '4- 0 110 CL 100 01 8C 7( Water content, % TESTING ENGINEERS Plate COMPACTION TEST REPORT Curve No.: I Project No.: 2001-2097 Date: 2-19-02 Project: City of Carlsbad Yearly Pavement Overlay - AC/Soil / Location: EL FUERTE ST. CROSS WITH CORTE DE LA VISTA @ 0-6" / Y: Elev./Depth: Remarks: TESD NO. 3628 MATERIAL DESCRIPTION Description: OLIVE/ LIGHT GRAY SILTY FINE SAND WITH CHUNKS OF A.C. & GRAVEL Classifications - USCS: AASHTO: Nat. Moist. = Sp.G. = Liquid Limit Plasticity Index = %> No.4 = 4.3% %< No.200 = TEST RESULTS Maximum dry density = 121 pcf Optimum moisture = 12 % COMPACTION TEST REPORT Curve No.: 2 Project No.: 2001-2097 Date: 2-19-02 Project: City of Carlsbad Yearly Pavement Overlay - AC/Soil Location: EL FUERTE ST. CROSS W/CORTE DE LA VISTA @6-12 Elev./Depth: /kfyjswri5 Remarks: TESD NO. 3629 MATERIAL DESCRIPTION Description: GRAY BROWN CLAYEY SAND WITH GRAVEL Classifications - USCS: AASHTO: Nat. Moist. = Sp.G. = Liquid Limit= Plasticity Index = %> 3/4 in. = 4.8 % % < No.200 = TEST RESULTS Maximum dry density = 127 pcf Optimum moisture = 10 % Test specification: 140 ASTM D 1557 -91 Procedure C Modified 130 WO - 120 = 100% SATURATION CURVES FOR SPEC. GRAV EQUAL TO: 14 2.8 -J 110 2.6 I100jjL 11 i i 9 0 80 70 0 5 10 15 20 25 30 35 40 Water content, % Plate TESTING ENGINEERS 150 140 130 110 100 1i Date: 2/11/02 COMPACTION TEST REPORT Curve No.: 3 Project No.: 2001-2097 Project: City of Carlsbad Yearly Pavement Overlay - AC/Soil Location: STOCKPILE I Elev./Depth: I iL Remarks: TESD NO. 3636 MATERIAL DESCRIPTION Description: CLASS II BASE AGGREGATE Classifications - USCS: AASHTO: Nat. Moist. = Sp.G. = Liquid Limit = Plasticity Index = % > 3/4 in. = % < No.200 = TEST RESULTS Maximum dry density = 140.5 pcf Optimum moisture = 6 % 5 10 15 20 25 30 35 40 Water content, % Plate TTIM( MII!JDQ O Testing-Engineers-San Diego, Inc. 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 4LJLA AI-GA '26A Project Number 01 - 0c5 cl 7 C Test Date 0 'Ii Co Page .of Client /T CASA! Test # Material Structure Test Location and Elevation or Depth relative to... 7cD G. c-z A tj C —1 AC. \1 J l24. '.3 +o,*I' 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 Section, F = General Fill, N = Native Soil, WL = Waterline, SS = Sanitary Sewer, ST = Storm Sewer, U = Other Utilities, W = Wall Backfill, SC = Si4aIk, Curb/Gutter, 0 = Other Test# Probe Depth (inches) Wet Density (pcf) j • CY Dry Density (pcf) Moisture (%) MD Curve Number -- Maximum Density (pcf) Q Optimum Moisture (%) Relative Compaction, RC Relative Moisture, RM (%) ' —Cob Specified RC Specified RM Conformance (Yes/No) Nuclear Gauge Model and Serial Number: -4 C2 /'AI 7l G' This report does not relieve the contractor or 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 of description of work and observations TESDs Testing Technician: Name: 74 cc.4e.-'44' Signature Client's or Contractor's Acknowledgement: Name: Signature White- Office Yellow- Contractor Pink- Field Technician S S Diego, Inc. Established 1946 Testing Engineers-San a 7895 Convoy Court, Suite 18, San Diego, CA. 92111 - [858] 715-5800 Fax [858] 715-5810 REPORT OF COMPACTION TEST DATA Project Name Project Number -o\ ~7 C Test Date O Page .!L. of* ..J... Client Test # Material Structure Test Location and Elevation or Depth relative to... CA C'rt- ____ ____ -C rr Gktr y$t, c- c -i-7 5 1*\5 P-va cvri- 'd. 742k S J~ Ciro V--7s .p S S C ()rh uA (;4l\t - 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# 1__ 3 \j- Probe Depth (inches) 6 ' - _______ Wet Density (pcf) j6-7.3.L±1 i2ñ_ Dry Density (pcf)l I° -' ftJ Moisture (%) C 414 17 i3L 14-d MD Curve Number Maximum Density (pcf) Optimum Moisture (%) tf Io.s Relative Compaction, RC (%) Relative Moisture, RM (%) .-f ;,. - - .- 95 +o Specified RC Specified RM --------- Conformance (Yes/No) Nuclear Gauge Model and Serial Number: J 3+'tI 5 ,, .50-.-t 6e~mt 15 This report does not relieve the contractor or 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 L iNq meet specifications. See accompanying Daily Report of description of work and observations ñ 4.1L- TESD's Testing-Technician: Name: Inr- z Signat re: Client's or Contractor's Acknowledgement: Name: So Signature* LhJ_.L White- Office Yellow- Contractor Pink- Field Technician . Testing Engineers - San Diego, Inc. — 7895 Convoy Court, Suite 18 San Diego, California 92111 phone: (858) 715-5800 fax: (858) 715-5810 S E] Testing Engineers- Inland Empire 571-E Crane Street Lake Elsinore, California 92530 phone: (909) 471-3500 fax: (909) 471-3732 Page 1 of _f. Date: 2 '1 2ào F +c, C-r (s — 41-C. b-d Job No. j-O I - 2 O 7c- / Client/Contractor: C(Ty (6./s6i,4#, / Field Report 0 Notice to Comply Soil Concrete 0 Structural Steel 0 Waterproofing Type of Service Performed: 0 Asphalt Concrete 0 Pre-stress Concrete 0 Fireproofing 0 Roofing Cl Engr. Observation 0 Masonry 0 Other Inspection Check List: 0 Soils Report 0 Plans 0 Specs. 0 RFI 0 Codes Building Permit #: Plan File #: DSA #: OSHPD #:________________ )n-Site Equipment: l Tests Performed (see attached) Sample Type: r2'_7 7r/ /,I 7 77 /7 J 7k. 1t_J A,,_J ( 4J Q t e-,- 1*— 77 d 4a4e C r t - j1 0J eJ 4i,-v. T () 71 oi - -,- —o . ti 7eç7 /eyu23r. ) 4-r --e1 çJ7e iv 61;1 71a 7~f ,A7-4 (Q-zo-). CERTIFICATION OF COMPLIANCE: All of the observed work, unless otherwise stated, is in conformance with the approved plans and specifications and the workmanship provisions of the applicable code. For any non-conforming items the contractor shall schedule TESO for reinspection and retesting. Inspector's Signature/Name it'ei ifV,(a_ Cert. No. Approval Signature/Name/Company Date: /,TA-tt a2) TESD Form: 100.01 . S Testing Engineers-San Diego, Inc. Established 1946 N' 7895 Convoy Court, Suite 18, San Diego, CA. 92111 [858] 715-5800 Fax [858] 715-5810 REPORT OF COMPACTION TEST DATA I, Project Name (1 I t'- ( C' -4L.( — '4- #- Project Number Z-o t 2 'L7 .. Test Date 2 1 iJ--- ( 2- 2. Page of Client Test # Material Structure Test Location and Elevation or Depth relative to... VI't-oO AI.j4 W -S ?-S 3 3 :- j?est -f -o2-) Lj P -i c ,4-(- 3 S -Sc-p..-5Sc I' e -3cS 'I '67'?-S&3._/4 c—U.) " " ,/L/ 4I,c_ 1? S P 5c. S1z.. StS I-e RD t ,T•C ,/S" 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 Test # I - - 3 L/ _4 '7 Probe Depth (inches) Wet Density (pcf) /13 I1LL I.7.4 133.0 I33 Dry Density (pcf) II 2. 3 1 2dL!L 12-1,8 11V1. 3 I LI. ? I 17.7 116. 8 Moisture (%) I7.1 ./. 3 I,o n 1'1.3 /3 C 1 13.1 MD Curve Number Maximum Density (pcf) /i 0 t -i i i-r.1 o Optimum Moisture (%) /Lf1,9, c i9. S /-o. S iq. Relative Compaction, RC (%) ¶Lf 9S.8' 9 ' 1 57, ?$ 47 Relative Moisture, RM (%) ,. 3 ) 5 +1. Specified RC Specified RM (%) Conformance (Yes/No) 7'2, ¶j '/&s I Y-' Y- Nuclear Gauge Model and Serial Number: tf OY ('r 34 LI B 7S - This report does not relieve the contractor or 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 of description of work and observations TESD's TestingTechnician: Name: K v i 1. A. Signature Clients or Contractor's Acknowledgement: Name: Signature: (N'zrT ,#%, White- Office Yellow- Contractor Pink- Field Technician Material Structure: O Established Testing Engineers-San Diego, IncT 1946 7895 Convoy Court, Suite 18, San Diego, CA. 92111 [858] 715-5800 Fax [858] 715-5810 REPORT OF COMPACTION TEST DATA Project Name 7'( c#' Project Number 01-cc9 5Y 7 C Test Date Q 4 16 C2 a Page _Q. of Client I7 S&AF Test # Material Structure Test Location and Elevation or Depth relative to... Ati 4- s,-J;:4 _AC IS (5,ZA b< c'- J J _•t,c / / ii 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 = SWawak Curb/Gutter, 0 = Other Test# Probe Depth (inches) - '# , Wet Density Dry Density (pcf) Moisture (%) q's MD Curve Number CQ Maximum Density (pcf) ia Optimum Moisture (%) Relative Compaction, RC Relative Moisture, RM (%) -q. Specified RC (%) Specified RM Conformance (Yes/No) 1/1A). Nuclear Gauge Model and Serial Number: C/-' C3 2-7c1 G This report does not relieve the contractor or 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 of description of work and observations TESD's Testing Technician: Name: cc..44G=441 Signature Client's or Contractor's Acknowledgement: Name: Signature White- Office Yellow- Contractor Pink- Field Technician S . Testing Engineers-San Diego--Inc. Established 1946 if 7895 Convoy Cowl, Suite 18, San Diego, CA. 92111 [858] 715-5800 Fax [858] 715-5810 REPORT OF COMPACTION TEST DATA Project Name Lcrtj (r ') Project Number ,$-ot 7 C Test Date_°t )b Page jE_ of Client 61 °r- Test # Material Structure Test Location and Elevation or Depth relative to... Sc c4t - s G.iñ-t- 'br95 t7 - 9-o.A 3 SC- I CvCb Gu43r SrAt. 74 P SC Giro 'c --r7 S .P\ G Ae r 11 6 <-_C,J 'n - (i1t'- jriJ •.r - Si-c 51 X Material: S = Soil, AC = Asphalt Concrete, ATB = Asphalt Treated Base, AB = Aggregate Base, CTS = Cement Treated Soil LTS = Lime Treated Soil, 0 = Other Structure: P = Pavement Structural Section, F = General Fill, N = Native Soil, WL = Waterline, SS = Sanitary Sewer, ST = Storm Sewer, U = Other Utilities, W = Wall Backfill, SC = Sidewalk, Curb/Gutter, 0 = Other Test# Probe Depth (inches) 6;k Wet Density (pcf) Dry Density (pcf) Moisture (%) ,7 MD Curve Number Maximum Density (pcI) - ii I eo ii2_ 112$ Optimum Moisture (%) Jtf lO' I°.s f•' 90 ______ ______ _____ _____ Relative Compaction, RC (%) Relative Moisture, RM(%) jj 4 '-j. _.. .....i.f40 Specified RC (%) - /.- Specified RM (%) Conformance (Yes/No) Nuclear Gauge Model and Serial Number: This report does not relieve the contractor or 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 failedo meet specifications. See accompanying Daily Report of description of work and observations qA- ur L i Aq TESD's TestingTechnician: Name: Signat re: Client's or Contractor's Acknowledgement: Name: L)..QPJL.. Signat tiJtJt.L. 'JJI White- Office Yellow- Contractor Pink- Field Technician S Do Testing Engineers - San Diego, Inc. 7895 Convoy Court, Suite 18 San Diego, California 92111 phone: (858) 715-5800 fax: (858) 715-5810 D Testing Engineers - Inland Empire / 571-E Crane Street Lake Elsinore, California 92530 phone: (909) 471-3500 fax: (909) 471-3732 Page 1 of _L._.. Date: 2'1 4,i 2Yo Est. 1946 Job Name: C1i-7 7/ C.'- (S ( -j — i4-p. to.-d Job No. 7,0z, I 2 01 7c- 64 Address: CLP., c Client/Contractor: ChI5, (/s.ó1 / 7.e-rce.._ - cJ 19 Field Report El Notice to Comply Soil o Concrete 0 Structural Steel 0 Waterproofing Type of Service Performed: 0 Asphalt Concrete El Pre-stress Concrete 0 Fireproofing 0 Roofing 0 Engr. Observation 0 Masonry 0 Other Inspection Check List: 0 Soils Report El Plans 0 Specs. El RFI DCodes Building Permit #: Plan File #: DSA #: OSHPD #:_______________ )n-Site Equipment: .'4'it e- 2-Tests Performed (see attached) Sample Type: fr4r,•vJC.- rX/e 24- a .71k 7hL Cc- Ad eyJ-1 J e,iV J VA t(9 t ,- 1— 77- 0-,'e.- t asJ ( te fi- *J Xd 4e- Q--- 12? (z) aye. Ô7 1, OJ 6o g i --rd rci v CERTIFICATION OF COMPLIANCE: All of the observed work, unless otherwise stated, is in conformance with the approved plans and specifications and the workmanship provisions of the applicable code. For any "non-conforming' items the contractor shall schedule TESD for reinspection and retesting. Inspector's Signature/Name jw y,1 Cert. No. Approval Signature/Name/Company Date: TESD Form: 100-01 I, Testing Engineers-San Diego, O Inc. 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 i1*- 4 Cz.4sLJ -,445 .- Project Number Z-60 I 2- 7 .. Test Date 2 4 Ai-1.1 ( 2- Page _L. of I Client ) I Test # Material Stiucture ITest Location and Elevation or Depth relative to... J7O 6 A %. Lo,t 1,a. 2_ 5 cjet (t---ov) si- o,tü S pc 4('-/ , s- S1-6f Xs- 4(O_U.) ' 1 ? 5 P 5c 'I si 4& RaD " 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 Test # 1 2- 3_ '1 ( Probe Depth (inches) _ Wet Density (pcf) 3 2 /&f(), 1 13A 03 _,L 12 zk ,_1P /33° Dry Density (pcf) 112., g 1 2-JLG I 2-h& 3 I I.'? 117,7_ 11 Moisture (%) I7,1 /.3 /0.0 Jjl 1'1.3 /3 0 13.1 MD Curve Number Maximum Density (pcf) /l L!0 ii Izr. I 11. ° I2.0.- iO.S Optimum Moisture (%) /t.f i, c o.S /-0S /Cf o 13..c 1• .c Relative Compaction, RC (%) — 7L( qs. e 9 i 17.1 75.S q 7.4 '?6 Relative Moisture, RM (%) 3, 9 + 3 -o..$ -, 0. tf Specified RC (%) Specified RM (%) Conformance (Yes/No) /a_ tf2 e.s Nuclear Gauge Model and Serial Number: ( '> ('r t u & -s2. 7.!~ This report does not relieve the contractor or 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 of description of work and observations TESD's Testing-Technician: Name: )<e Signature: Client's or Contractor's Acknowledgement: Name: _________ Signature: j4 te White- Office Yellow- Contractor Pink- Field Technician '-0 Testing 'Engineers-San Diego, Inc.. a 7895 ConvojCourt, Suite 18,San Diego, CA. 92111 - . [858] 715-5800 Fax [858] .715.5810 REPORT OF COMPACTION TEST DATA - r Established 1946 Project Name L - Project Number 3'to Client I Ii I Test Date b - - -b Pageof__ Test #. Material Structu/e Test Location and Elevation or Depth relative to.. -ced '3SZ' W .e \f.LA V't - C iSt AIL 't AVQ A-(,Cfccd b0k O w€c oir- V-ciA fAVIA "f k ____ )c 'r 6i r- VVCI -c I' C. Cc U1, '' j- - #ve' ('L c4 ' 33z7 15 . MfCAALct c(; #( (I CIA cLr2 (33t) A-qclaApk4 (3\") Material: S = Soil, AC = Asphalt Concrete, ATB = Asphalt Treated Base, AB = Aggregate Base, CTS = ent Treated Soil LTS = Lime Treated Soil, 0 = Other .. Structure: P = Pavement Structural Section, F =General Fill, N = Native Soil, WL = Waterline, SS = Sar Sewer, ST Storm Sewer, U = Other Utilities, W = Wall Backfill, SC = Sidewalk, Curb/Gutter, 0 = Other 9- (3 7 . U) Probe Depth (inches) Wet Density (pcf) ja 37laq.7 rn-. I 1.33. 3\-1 131.q.- bry Density (pcf) pi/4 — )-73 j?-s. 4 ld-- . Moisture.(%) ... - 5.5 tf.'f- .o . MD Curve Number •. . . . - Maximum Density (pcf) Optimum Moisture (%)WA Relative Compaction, RC 1i 0, ' 2i 16 U17 Relative Moisture, RM (%) . , . ' . - - . 5 .-e -1.0 _____ Specified RC Specified RM (%) Conformance (Yes/No)' N N p.' , at ) ,. $ )' Nuclear Gauge Model and Serial Number:l')(\C( 3'4 1 5 It 02 14 5-rc mt. 19A/V&. This report does not relieve the contractor or their responsibility for performancein 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 of description of work and observations TESD's Testing-Technician: Name: . tVIT. Signature: Client's or Contractor's Acknowledgement: Name: . S Signature: ./ . • S 'White-, Office Yellow- Contractor S Pink- Field Technician : S - • I - W Testing Engineers-San Diego,1nc. 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 e4.11 fC..- c#t-4. 4PfM4 OvA Project Number _o97 Test Date oè- a O—O Page 13_of_ Client c.4- Test # Material Structure Test Location and Elevation or Depth relative to... fl .lrfr P CL. (3) __ P 1k55 Lcx, tA. (31 X0 P cL (3307) (,) .• (L.'cw ('7) It 7 *e, (33,;) ( it utcc. C'"'[l0,(a3 covvce ce; (-'-J 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 Test# , ___ is 16 7 Probe Depth (inches) Wet Density (pcf) Dry Density (pcf) f3g I-7, Ièt I5(P3 %foo f37.ff6 3 Moisture (%) $,3; 5) J, p - MD Curve Number - M -R-- Maximum Density (pcf) Optimum Moisture (%) 7. 6 I57 Relative Compaction, RC(%) W9 c 1jIs C74 Relative Moisture, RM (%) — Specified RC (%) Specified AM (%). Conformance (Yes/No) )3 Cf Nuclear Gauge Model and Serial Number: ¶O')(ler 3sf tit, S 96t - S411 'IVI "W /lo g This report does not relieve the contractor or 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 t meet specifications. See accompanying Daily Report of description of work and observations TESD's Testing Technician: Name: Signature: j ' Client's or Contractor's Acknowledgement: Name: %__ Signature: White- Office Yellow- Contractor Pink- Field Technician ~_ 1 1. _~Jh w Testing Engineers-San Diego, Inc. Established 1946 7895 Convoy Court, Suite 18, San Diego, CA. 92111 [858] 715-5800 Fax [858] 715-5810 REPORT OF COMPACTION TEST DATA C-4 LLJ Y(1 AflA Test Date 5— 13 - 0 1 Page _3_. of Ca%A Test U Material Structure Test Location and Elevation or Depth relative to... w 'e51-)I A c. 2 ,4('J ir~9 A,( . , , ,4 C1 4 A S . r A '? "(1,L"t1Ca4 III t r ,(!,/e41-'1CJ cLe —yo,5 _x' o Ac Ct A-C J ( '( Material: S = Soil, AC = Asphalt Concrete, ATB = Asphalt Treated Base, AB = Aggregate Base, CTS = Cement Treated Soil ITS = 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# 2. Probe Depth (inches) 0 0 g a Wet Density (pcf) t ID, & l3iL J3. OI91. 1590 Dry Density (pcf) 1 93.4 '-g il t1 !3.J _____ _____ Moisture (%)'.b MD Curve Number Maximum Density (pcf) ' '- - (jO ijf Optimum Moisture (%) 7 ' ' 7 Relative Compaction, RC(%) 5 3 '' 7 15 .13 Relative Moisture, RM(%) — I. . - - SpecifiedRC (%) 91 ciz 'iT q 5 Specified RM (%) ± 2- Conformance(Yes/No) )5 t,_ /tj C) Nuclear Gauge Model and Serial Number: 'T~J x/'K This report does not relieve the contractor or 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 of description of work and observations TESD's Testing-Technician: Name: tlelb-12_4 j' Signature: Client's or Contractor's Acknowledgement: Name: Signature: J7_i,_? White- Office Yellow- Contractor Pink- Field Technician