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Home My WebLink About3551; POINSETTIA LANE OVERHEAD WIDENING; COMPACTION TEST DATA (2001-2002); (2)( k. _~? _55 1 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 rt se,4 ; ca— L .i Project Number 2-'O I - I ' '/ Test Date Page _L_. of Client ?'-' is 6J Test # Material Structure Test Location and Elevation or Depth relative to... 752..-I- _ - 73+ I 77f Cf t7 / 7-Z'? I' Lj' 3' " I 75 -7 +6 c " 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) '3$ j , -1-2.13,574 ( I3C.z 1 31,11Y .1, 7 13 Lj Dry Density (pcf) (TII—S j3 o 2-r4 /7o17 Ijq. J33. I?4. -_- Moisture (%) 167 6. ( ç, S. 11 1571 1 MD Curve Number -- _______ _______ _______ _______ _______ Maximum Density (pcf) /jf -- Optimum Moisture (%) Relative Compaction, RC (%) 56. 2. T5, 2- 5',16 I72.. f7 17,3 qt Relative Moisture, RM Specified RC(%) 9S -- Specified RM Conformance (Yes/No) _ Nuclear Gauge Model and Serial Number: Ttpx1e4- .3 t3c' 3 2. 7 .2.. 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: Ke.k 'b&v I L_ Signature: I Client's or Contractor's Acknowledgement: Name: ('14$.- '(rh1tt*nature: I Lt White- Office Yellow- Contractor Pink- Field Technician Ej Testing Engineers - San Diego, Inc. 7895 Convoy Court, Suite 18 San Diego, California 92111 phone: (858) 715-5800 fax: (858) 715-5810 UL o TestIng Engineers- Inland Empire 571-E Crane Street Lake Elsinore, California 92530 phone: (909) 471-3500 fax: (909) 471-3732 Page 1 of Date: Job Name: f rr Address: 3 S5/ /o (kpe..t/JL.. Lj.- C.s-r ij J, C-t4 Job No. a Oo / — /$' /0 Client/Contractor: C.*y oI C---(s 4-oA / /itV Z..C7 Field Report 0 Notice to Comply Soil o Concrete ice Performed: 0 Asphalt Concrete o Pre-stress Concrete 0 Engr. Observation 0 Masonry 0 Structural Steel 0 Waterproofing 0 Fireproofing 0 Roofing [ Other d C eck List: 0 Soils Report 0 Plans 0 Specs. it #: Plan File #: 3 L / DSA #: ment: .44 atf. Lnn rformed (see attached) Sample Type: 0 RFI 0 Codes OSHPD #:________________ r1q Ae - — j-Pt- , 6j L t h i i(L) 75 1cp CitC i-C 71 et -L e/ 1 -4 74f57 A4*çP 482 71e.j i c j 6-1-. 7o (2) dS -1-i;,- 71. % f 7 r Y. 7j3 # 2-5 ce-vp *i ii•-- g -L ) DTIIt'kTlf,.I ...,-. -.......- uu vi ui ooseeu work, unress otneise 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 Approval Signature/Name/Cor TESO Form: 100-01 Cert. No. Date: 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 7 ? Po &re.- L Project Number 01_ ( '/0 Test Date 2( %_t.ic?' 2,sZ2_ Page Of Client Test # Material Structure Test Location and Elevation or Depth relative to... __ ,c-a P q-'s- 2 4-8 P S - fr-#-> 1.73(t1 Lf S 3 Material: Structure: S = Soil, AC = Asphalt Concrete, ATB = Asphalt Treated Base, AB = Aggr.egate Base, CTS = Cement Treated Soil LTS = Lime Treated Soil, 0 = Other P = Pavement Structurai 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) /37, 2.. 1I7ft 131,rK 13S,6 Dry Density (pcf) I3O(, I! Moisture (%) , 6_3 1 3,1 MD Curve Number Maximum Density (pcf) Optimum Moisture (%) 6 ---.7 4,5, Relative Compaction, RC Relative Moisture, RM (%) Specified RC Specified PM (%) Conformance (Yes/No) Nuclear Gauge Model and Serial Number: qts..-B 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: £ '..v- Signature: Client's or Contractor's Acknowledgement: Name: Signature: White- Office Yellow- Contractor Pink- Field Technician 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 Project Number &o / /? 'Yo Test Date 7 - 01 &'Z— Page 0 of Client cry - - Test# Material Structure Test Location and Elevation or Depth relative .41..E4 g._) Sj C 41 S. t ,46 O/J 7,F-I44t4cJ& 1Yaa'. icc. 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 = 5fdewlk, Curb/Gutter, 0 = Other Test# Probe Depth (inches) / Wet Density (pcf) Dry Density (pcf) Moisture(%) ç7 MD Curve Number Maximum Density (pcf) Optimum Moisture jr Relative Compaction, RC (%) Relative Moisture, RM (%) Specified RC (%) Specified RM (%) Conformance (Yes/No) Y/) 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 failed to meet specifications. See accompanying Daily Report of description of work and observations TESD's Testing Technician: Name: Client's or Contractor's Acknowledgement: Name: Signature: :fL5_Tl1 -11&?CZ. White- Office Yellow- Contractor Pink- Field Technician 6 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 5it9 /i Project Number 2 ° t' I I 41 B Test Date . 25 Page of Client Test # Material Structure Test Location and Elevation or Depth relative to... 5 e 01 i 7 54 Izl @ 4ts .i fl 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, LI = Other Utilities, W = Wall Backfill, SC = Sidewalk, Curb/Gutter, 0 = Other Test# Probe Depth (inches) Wet Density (pcf) I11r. 3o I 3I Dry Density (pcf) Moisture (%) 4_i zct 5_13 MD Curve Number 4 MaximumDensity (pcf) /1Jb )73) I-tf )c)-(O Optimum Moisture (%) 7 ,0 Lt, 0 . JO _.0 RelativeCompaction, AC (%) i1' L Relative Moisture, AM (%) - 2. ).')c C\ _ Specified RC S 5 CjI SpecifiedAM (%) I -) - _3 2±3 Conformance(Yes/No) _______ ______ 1 _______ _______ _______ _______ _______ ______ _______ Nuclear Gauge Model and Serial Number: ' _C e (V___t\1\_2_1_0 j 00_5 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: /4_tI v T,1 .__tif f Signature: Client's or Contractor's Acknowledgement: Name: Hk _FLEW _ Signature: — White- Office Yellow- Contractor Pink- Field Technician £ e 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 ,'-24! Project Number Z,J-/,/cj TestDate Pageof_._. Client Test # Material Structure Test Location and Elevation or Depth relative ' . ,,— ,cy z - — /1 /, ." ,. ,' . "5 £. .,,' ''. 'F .4iu 3 — — — // .-, -, c' 7 • ,- ,4-t 7 — - — ,I / I, ,, /,• ,, (' /S . ,fl ç,A) .4-u-A ' — — - F. f- 4c- -r-.t (2,-',/tD & 'V ' /0 S = Soil, AC = Asphalt Concrete, ATB = Asphalt Treated Base, AB = AggreãtBase, 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 = S,i4owa1k, Curb/Gutter, 0 = Other Test# ' y ,- - ___ /0 Probe Depth (inches) '-/" c,.' ' y " Wet Density (pot) /24LL _/Z y. /37. /2?. 7 /37 17?. - JJ'G .1. Dry Density (pcf) LZTJ LLZ /3'4 /3'-'' /31.7 - I /3/. 13/. '77. Moisture (%) MD Curve Number Maximum Density (pcf) - - - Optimum Moisture (%) Relative Compaction, RC (%) c z 78 g 7 - 7AL Relative Moisture, RM (%) Specified AC Specified AM (%) ij Conformance (Yes/No) y Y5 Y'i lei Yi.' P2s ,VJ Yii y•;::i 4-,; Nuclear Gauge Model and Serial Number: 7-' ,--2 7-' 7ZQ 7d / 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: 4r.-4..,*,,--- Signature: Client's or Contractor's Acknowledgement: Name: H4 qP1'Vnature: White- Office Yellow- Contractor Pink- Field Technician NO 122 iesting 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 A". &j Project Number Test Date . Page of.. Client. Test # Material Structure Test Location and Elevation or Depth relative to... 7 S - — ___ 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 # 2:_ Probe Depth (inches) -, Wet Density (pcf) $3 /3I. 0 -- Dry Density (pcf) 117,/QLZ Moisture (%) 7.c' 7. MD Curve Number 3 Maximum Density (pcf) -- Optimum Moisture (%) Relative Compaction, RC (%) 7 7 Relative Moisture, RM (%) V. • _______ _______ _______ _______ ______ ______ _______ _______ Specified RC Specified RM Conformance (Yes/No) Nuclear Gauge Model and Serial Number: C3 /21C3 9 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: 47 Client's or Contractor's Acknowledgement: Name: "14 White- Office Yellow- Contractor Pink- Field Technician e)) Testing Engineers-San Diego, Inc. Established 1946 if 7895 Convoy Court, Suite 18, San Diego, CA. 92111 [858] 715-5800 Fax [858] 715-5810 REPORT OF COMPACTION TEST DATA Project Name 13.S77i -i--JE CV&-'r/V3 c-. Project Number L I -I a 'Lo Test Date ô/ic,/a ei- Page _?.. Client Test # Material Structure Test Location and Elevation or Depth relative ,90 /3 . C L -3'G. /r 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) Moisture (%) MD Curve Number MaximumDensity(pcf) OptimumMoisture(%) Relative Compaction, RC(%) 77 Relative Moisture, RM(%) Specified RC Specified RM(%) Conformance (Yes/No) Nuclear Gauge Model and Serial Number: 4-') /076t 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: £__.-7i_•L4I4'7ignature: Client's or Contractor's Acknowledgement: Name: M4 signature: White- Office Yellow- Contractor Pink- Field Technician 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 ck, Established 1946 Project Name #.rTuq IA\Z7 fE -i) J\JI r\1AJc Project Number 2n/-15400 TestOate 5 '76()2- Page -Of Client 4r Of Test # Material Structure Test Location and Elevation or Depth relative to... I AfL IiLT1 . &)i- PeiA)7T°(/1 (A&X ' CM11M' ~CCJt 4P17 E:Xv- Material: S = Soil, AC = Asphalt Concrete, ATB = Asphalt Treated Base, AB = Aggr.egate 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) Moisture (%) MID Curve Number Maximum Density (pet) Optimum Moisture (%) Relative Compaction, RC Relative Moisture, RM (%) Specified RC (%) qsi Specified RM (%) Conformance (Yes/No) Nuclear Gauge Model and Serial Number: T½?LLF.- 4V t 3hJ This report does not relieve the contractor or their responsibility for performance in accordance with the pl and applicable codes. The contractor is responsible for scheduling retesting of reworked areas that have previously failed See accompanying Daily Report of description of work and observations TESD's Testing-Technician: Name: A&?L05 E. g,/-f.O Signature: Client's or Contractor's Acknowledgement: __ Name: Signature: White- Office Yellow- Contractor Pink- Field Technician Testing Engineers-San Diego, Inc. Established 1946 7895 Convoy Court, Suite 18, San Diego, CA. 92111 [858] 715-5800 Fax [858] 715-5810 1' REPORT OF COMPACTION TEST DATA Project Name Project Number - ,'fo TestDate CpC4L--c Page 0 of Client - 6 / Test # Material Structure Test Location and Elevation or Depth relative /.,)O /•:C iZ-, ,o__ 5- C, t '/o 44 gb f(lr il+7o 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) Moisture(%) MD Curve Number Maximum Density (pcf) Optimum Moisture (%) /4 0 ,, o Relative Compaction, RC -- Relative Moisture, RM (%) Specified RC Specified RM Conformance (Yes/No) Nuclear Gauge Model and Serial Number: 2"'-' '-'c 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: ii441gnature: Clients or Contractor's Acknowledgement: Name: It4_?L21PJ I I-IW1 Signature: White- Office Yellow- Contractor Pink- Field Technician 1ting Engineers - San Diego, Inc. 7895 Convoy Court, Suite 18 San Diego, California 92111 phone: (858) 715-5800 fax: (858) 715-5810 IN' O Testing Engineers - Inland Empire 571-E Crane Street Lake Elsinore, California 92530 phone: (909) 471-3500 fax: (909) 471-3732 Pagel of Date: 122'7 '20t'Z J Iob Name: iJ'e/k, ddress: 7?i'cSe7Y/ ~7 \b'cJ, Job No. ..2ooJ—_/O høej (v'/S bad Client/Contractor: __(iq/!h/ /_/I2.4,27 & cr74aC-/I 'iy_'16-rf. 0 Field Repoi1 0 Notice to Comply Type of Service Performed: 0 pil Concrete 0 Structural Steel 'Asphalt Concrete o Pre-stress Concrete 0 Fireproofing 0 Engr. Observation 0 Masonry 0 Other 0 Waterproofing 0 Roofing Inspection Check List: 'Soils Report 0 RFI 0 Codes Building Permit #: Plan File #: DSA #: OSHPD #:________________ )n-Site Equipment: /M4f /A S,&;P1,9,2Qkf1/.2(4c4 /Mk7yf4k, j4Q4'l/f4clvc/PD //0j ./eaQf Performed (see attached) Sample Type: Dii- S' 7Mii 04W 1d i'2'f iW• J-' /S/f,1pj/ éezzd &to I d cS 4 £d,? ' Z6tEei 0pycY iayIIy. xoaved 6' - ma4e/ 'a'f Jrc '2" A . , /d Qtc4y-hei9 k e >'iy I761er ,4/i-i-mei ilaia-p. aYef, 7I/fQ43I (/ #7 - - i .Jr V1rLIRI',,: #II the workmanship provisions of the 7apc Inspector's Signature/Name ( Approval Signature/Name/company TESD Form: 100-01 coserveo work, unless otherwise statedt'is in conformance with the approved plans and specifications and ide. For any non-conforming items the contractor shall schedule TESD for reinspection and retesting. CertNo. , Date: 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 CL Established 1946 Project Name /ine-Hi o/fl-r1' 1A//deii,y Project Number 2oO/- /9O Test Date _/22/47 (?7.2ooZ S Page Z.of Client (1i' (7i/thd Test # Material Structure Test Location and Elevation or Depth relative to... Al- F iQ417A (A11e) ,S4'/7o2), /4ilS'. fr . e/e- c Ii /27;c?.fr . / s / rs 1Cc / 1/ 5T fd 1 7f/' 1c-. 6r4/a' ( 0l4y /213.fl.C-h/t'4&'Q )! )1 /17 ,c P z Material: S = Soil, AC = Asphalt Concrete, ATB = Asphalt Treated Base, AB = Aggr.egate 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 cc. %7Xo Test# / 2 3 L/~'( 7 /0 Probe Depth (inches)'s— Wet Density(pcf) Dry Density (pcf) — - - — — — /jQ — — — - c- Moisture (%) -.- — - - - - - MD Curve Number Maximum Density (pcf) Optimum Moisture (%) Relative Compaction, AC (%) 9102 7 ¶3T c- b 7 Moisture, AM (%) Specifled AC PX~~' Relative Specified AM Conformance (Yes/No) V' / V"*' J Nuclear Gauge Model and Serial Number: 7JQr 3q_//-7/ 27c 7'/ins'-__/7gv/sf-2. This report does not relieve the contractor or their responsibility for performnce in accordance with the pins specifications an/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: Signature: Client's or Contractor's Acknowledgement: Name: Signature: ______________________________ White- Office Yellow- Contractor Pink- Field Technician L~_ Project Name Project Number Client 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 çg7q,'o oiie- WicieM1aiq I c200/— /Yo Test Date rn7 8201V Page of Cy Cnr/thic1 Test # Material Structure Test Location and Elevation or Depth relative to... 14c k P 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 -- ;i,;/;ecy' 2#ii ? (?j€/ Test # Probe Depth (inches) Wet Density (pcf) Dry Density (pcf) Moisture (%) MD Curve Number Maximum Density (pcf) Optimum Moisture (%) - - Relative Compaction, RC (%) -- Relative Moisture, RM (%) Specified RC (%) $_• Specified RM (%) Conformance (Yes/No) Nuclear Gauge Model and Serial Number: This report does not relieve the contractor or their responsibility for perforvance 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: AYDI1 4.41f-S Signature: Client's or Contractor's Acknowledgement: Name: - White- Office Yellow- Contractor Pink- Field Technician -- Testing Engineers-San Diego, Inc. Established 1946. j 7895 Convoy Court, Suite 18, San Diego, CA. 92111 [858] 715-5800 Fax [858] 715-5810 REPORT OF COMPACTION TEST DATA Project Name -1o.- Lv'e. tJJ Project Number 2o I gL10 Test Date.] (k 2oo 2_ Page of Client d Test #_JMateriaI Structure Test Location and Elevation or Depth relative to... L, ,-rk jLgth.1ev. 2 s1-c 2 3 $ Jc s- ,sqfoo (¼ '4 S s:c, - 7s-t+'?o I' 5 S I Sc St-.- 75! -75 ic.. ci- iT 7 5t- riq7-j--tc (¼ L/( -t-a-c 6,Pii 5,U cte lJ$eq L5"/Ye/owSfrt _L43 P s-t-- 1- 7S to A- P m. ti (5 . Is' it 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 So.il, WL = Waterline, SS = Sanitary Sewer, ST = Storm Sewer, U = Other Utilities, W = Wall Backfill, SC = Sidewalk, Curb/Gutter, 0 = Other Test# ( 3 1 S g q /0 Probe Depth (inches) 9 S Wet Density (pcf) 37 IL L211i I 3L t I 12. B. i L3..4 13 8. (° L35L'1 Dry Density (pcf) 2-ii7 I!±I Moisture (%) 6,5 6 ,1-1 /0.3 .7 9, 1 9, 3 6 .7 1 6. '7. MD Curve Number 3 S - Maximum Density (pcf) _120,0 __,__ Optimum Moisture (%) I, D Relative Compaction, RC (%) q4,11 Is.( 91,14 9 C16 ,0 &,, 9'S. 0 qt-li 51c) Relative Moisture, RM Specified RC (%) Specified RM (%) __ Conformance (Yes/No) j,.g4j Lf y e s Nuclear Gauge Model and Serial Number: Troyde, 35 30 3 2 7 2. 2 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: Client's or Contractor's Acknowledgement: Name: Kei't i...ViIa__ Signature: Name: I1AI.I. FI_1Yrw!frWLvt12 Signature: White- Office Yellow- Contractor Pink- Field Technician (-k - 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 Project Number cn (. /5 '/' Test Date 4=9 ( ) 5' _ Page of Client Test # Material Structure Test Location and Elevation or Depth relative to... 3 1 S P 2'c ..35 cr - d— c,. , -f-- ___ z -'i S2 7 fd e/ 'if- 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 # - 3 Probe Depth (inches) Wet Density (pcf) Dry Density (pcf) Moisture(%) MD Curve Number 34ZP Maximum Density (pcf) Optimum Moisture (%) //,.i 7 Relative Compaction, RC Relative Moisture, RM (%) Specified AC Specified RM (%) ------- - _____ Conformance (Yes/No) Yf> Y-, I Nuclear Gauge Model and Serial Number: 2?'-' C-2 -" 7'7&- ( 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: (-r Signature: Client's or Contractor's Acknowledgement: Name: v-. P Signature: White- Office Yellow- Contractor Pink- Field Technician Material Structure: - 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 Established 1946 Project Name 3'..55 L Li Project Number Ot - Y( Test Date ZZ_AytA..(2..4r2.___. Page _..of._L Client Test # Material Structure Test Location and Elevation or Depth relative to... -S L -1- fl -ç--,. - - tv--L / q 4 C-i Z. - P , i9+- ' 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)ii'1 S3 Dry Density (pcf) is. iig, Moisture (%) o iL? Il.4 MD Curve Number Maximum Density (pcf) - iS, Optimum Moisture (%) /2 5 - - Relative Compaction, RC (%) Relative Moisture, RM (%) Specified RC (%) Specified RM (%) Conformance (Yes/No) Nuclear Gauge Model and Serial Number: 1- a pie-v 39 I I . 5.2.'? .$ 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 Tech nician: Client's or Contractor's Acknowledgement: Name: - u I L_._ Signature: Name: AR.oi7ij &iJsignature:a6b White- Office Yellow- Contractor Pink- Field Technician 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 CL- Established 1946 Project Name (P1 c -+- La.e Project Number 2'' I - I 54 0 Test Date V' 4.p.-i. ( '2.s t_ Page _L. of Client Test # Material Structure Test Location and Elevation or Depth relative to... ___-pr L. i - - S1aL- LI i---5 o , 3 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) '- 's-' Wet Density (pcf) Dry Density (pcf) Moisture(%) MD Curve Number Maximum Density (pcf) Optimum Moisture Relative Compaction, RC (%) j7/ Relative Moisture, RM(%) +0. .. Specified RC Specified RM (%) Conformance (Yes/No) y )°~~. 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 failed to meet specifications. See accompanying Daily Report of description of work and observations TESD's Testing- Technician: Name: Signature: Client's or Contractor's Acknowledgement: Name: MJ92l1 I TILt4'signature: White- Office Yellow- Contractor Pink- Field Technician 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 3 1 Poi'ti <,e Project Number '42 I \ ?4 7 Test Date " 7. 1, - ) 2_ Page of Client Ze'7O C,0 yk p'tP. Test U Material Structure Test Location and Elevation or Depth relative to... I A C P Uti (t'-fy i-'t1 topi' 9' vJ W1OlA ¼tote '2- AC. if It / .,-.j c.vd A c r ii , , o - o(iote. It Material: Structure: S = Soil, AC = Asphalt Concrete, ATB = Asphalt Treated Base, AB = Aggr.egate 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# Probe Depth (inches) Wet Density. (pcf) \43\ \ 45.5142.1 7 Dry Density (pcf) Moisture (%) MD Curve Number Maximum Density (pcf) Optimum Moisture (%) Relative Compaction, RC (%) qq Relative Moisture, RM (%) 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 faile See accompanying Daily Report of description of work and observations TESD's Testing-Technician: Name: N'\ c._ Signature: Client's or Contractor's Acknowledgement: Name: /iJ'-l'L. fl1XZ Signature: White- Office Yellow- Contractor Pink- Field Technician 011— 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 Project Number -2 &C (- í-/C.) Test Date Page. __of Client /../e w_ 77, Test # Material Structure Test Location and Elevation or Depth relative to... r( /0 C Material: Structure: 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 I Probe Depth (inches) Wet Density (pcf) Dry Density (pcf) Moisture (%) MD Curve Number Maximum Density (pcf) Optimum Moisture Relative Compaction, RC (%) - - Relative Moisture, RM Specified RC (°') '1 c Specified RM (%) Conformance (Yes/No) I I Nuclear Gauge Model and Serial Number: 71-12) fa_ ' 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: Signature/ Client's or Contractor's Acknowledgement: Name: White- Office Yellow- Contractor Pink- Field Technician G_ 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 &( v\.S\A f-4 Project Number lot, i -l'1f 0 Test Date iY - ,5- 0 e Page_of_. Client C11 Uf- t.y'tsL Test It Material Structure Test Location and Elevation or Depth relative to... I ____ VL (Aa'J M44rhAC .fL ;ttt. i',1p'j, D 371tt) . 1—U- S W Ptor ;(,A d 1 '1- - WL 4- L; j_ r5 'f. i- cL_ WL 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 = Sidewalk, Curb/Gutter, 0 = Other Test# ' .±_... Probe Depth (inches) Wet Density (pcf) ___--..-- 35.7 j• oryDensity(pcf) 1L i± _l~i Moisture (%) MD Curve Number Maximum Density (pcf) Optimum Moisture (%) j .O10,0 a 7i 9s Relative Moisture, RM (%) Relative Compaction, RC(%) ' j•-o f13 — ")- ______ ______ ______ ______ ______ ______ Specified RC 15 Specified RM Conformance (Yes/No) Nuclear Gauge Model and Serial Number: 1to\- \- r01-go . * Cl4i'c ?I . This report does not relieve the contractor or their responsibility for performance in accordance with the plálsA secifibations and applicable codes. The contractor is responsible for scheduling retesting of reworked areas that have previously failed t o /neet specifications. See accompanying Daily Report of description of work and observations II A TESD's TestingTechnician: Name: Signature: Client's or Contractor's Acknowledgement: Name: t)- t4Z Tor/v/&Masignature: White- Office Yellow- Contractor Pink- Field Technician 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 Project Number / '3 yo Test Date // Page __.of_._. Client Test # Material Structure Test Location and Elevation or Depth relative to... 5 3 S t-- St4 I7S242-s 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# . ..j Probe Depth (inches) /lb D Wet Density (pcf) Dry Density (pcf) lI1.3 ii Lts~ Moisture (%) T MD Curve Number Maximum Density (pcf) Optimum Moisture (%) 1/.0 Ii. Relative Compaction, RC (%) 49 Relative Moisture, RM (%) 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 failed to meet specifications. See accompanying Daily Report of description of work and observations TESD's Testing Technician: Name: J40 5e Reen y.y%97q1iature: Client's or Contractor's Acknowledgement: Name: Signature: White- Offic Yellow- Contractor Pink- Field Technician 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 j. Liii Ov'e4'4 euA t"J (€ ; 20 Test Date rul Established 1946 ---) -, Page of — Test # Material Structure Test Location and Elevation or Depth relative to... L 2 13 S 5 0 0 Sh I7Or 1 " 3 /b4tjq v fz iS 3 -'r a, " 2" IJow 5 t __ 0 1?& 4irtco.vf rQAJOd4 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 = Waterlin? = S nitary S wer ST to ,Sewer U = Other Utilities, W = Wall Backf ill, SC = Sidewalk, Curb/Gutter, 0 = Other _tV'S?2t1' _k7t_v,e Test# .5 2.A Probe Depth (inches) Wet Density (pcf) 1271 (, C I2 2 /33.0 132.3 Density (pcf) IDry J7 J±P±! ---....-.-..,---.-... Moisture (%) iz 01 2 MD Curve Number Maximum Density (pcf) 130,5 H:0,5 J3&5 /30.5 1305 Optimum Moisture (%) _ ...;. Relative Compaction, RC (%) 30 ZF 96 q 2- Relative Moisture, RM (%) LO +i' q 6.3 -)-O 0.'! Specified RC (%) q 5 q5 5 95 Specified RM (%) - Conformance(Yes/No) j\J3 (\f' M, _p10 ______ Nuclear Gauge Model and Serial Number: C1'N ft C>)5kJ_/''I_302.()_71C7t' _LT-.)_LIQ 101.I'i _- 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: Client's or Contractor's Acknowledgement: Name: A'r..;y 3hh'&Signature: Name: (4iw.4 rL0TIV_f49.'4. Signature: White- Office Yellow-Contractor Pink- Field Technician 140 130 120 100 all 7C COMPACTION TEST REPORT Curve No.: 6 Project No.: 01-1840 Date: 3/8/02 Project: Poinsettia Lane Overhead Widening - Geo T&I Location: NEW 12' DOMESTIC WATER LINE, STA 1754-50 0-3' / "J'lcvVED BY: Remarks: TESD NO. 3945 22 MATERIAL DESCRIPTION Description: OLIVE-BROWN SILTY SAND WITH GRAVEL Classifications - USCS: AASHTO: Nat. Moist. = Sp.G. = Liquid Limit= Plasticity Index = %>314in.= % %<No.200 TEST RESULTS Maximum dry density = 133 pcf Optimum moisture = 7 % Water content, % Plate TF:QTIMr. PMr.1K1;:r-PCZ O 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 Project Name df7t .-a.i1 i1/kL?4'iar Project Number )o () Test D 14ar 6 2002- Clieit' CA Test # Material Structure Test Location and Elevation or Depth relative to... i s o -h0 51i-30 3 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 = Watejline, SS Srtitay Sewer, ST - Storm Sewer, U = Other Utilities, W = Wall Backfill, SC = Sidewalk, Curb/Gutter, 0 = Other i)Ii - U'Jc*/rL,'1 ck Test# Probe Depth (inches) Cl Wet Density (pcf) Dry Density (pet) (,9 Moisture(%) MD Curve Number I/ Maximum Density (pcf) Optimum Moisture (%) dr i 3 Relative Compaction, RC (%) . - Relative Moisture, RM (%) Specified RC (%) Specified RM (%) - Conformance (Yes/No) Nuclear Gauge Model and Serial Number (ii: FN (C ) S/N 71( D3'5(O, (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 to meet specifications. See accompanying Daily Report of description of work and observations - TESD's Testing Technician: Name: 1111 "Signature: Client's or Contractor's Acknowledgement: Name: 114/iC— Signature: White- Office Yellow- Contractor Pink- Field Technician Established 1946 Page 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 C11 Established 1946 Project Name IMEi7iA L,q,'jc Ot w,eic Project Number 2iOj- )5 "to Test Date FE Page _of. Client £ 414 Of- Test # Material Structure Test Location and Elevation or Depth relative to... I 46 F IO)ti HUII 1O/t!&731A i%3104 gW7jjj ' 49- 2- 4j' f S' II6LE LOCRIED21,l i7s3#OI.et w A r 15' Hurt La- ,1OQS1n SIOJ-' ' " 2'jTj' 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# j 2. -z. Probe Depth (inches) Aft ? Wet Density (pcf) Dry Density (pcf) Moisture (%) 61,6 71 MD Curve Number 5 ç ç Maximum Density (pcf) Optimum Moisture (%) (o G Relative Compaction, RC(%) Relative Moisture, RM (%) -' - Specified RC (%) CcyJ9 cio/ ic '/ Specified AM (%) ....-' Conformance (Yes/No) \ ______ Nuclear Gauge Model and Serial Number: C121\j MC 5/t'..i C' fl 2- This report does not relieve the contractor or their responsibility for performance in accordance with the plans specifications Und applicable codes. The contractor is responsible for scheduling retesting of reworked areas that have previously failed to See accompanying Daily Report of description of work and observations TESD's Testing Technician: Name: Oh 6-6 t, /ekSignature: Client's or Contractor's Acknowledgement: Name: Signature: White- Office Yellow- Contractor Pink- Field Technician 'na. COMPACTION TEST REPORT Curve No.: 5 Project No.: 01-1840 Project: Poinsettia Lane Overhead Widening - Geo T&1 Location: STOCKPILE Elev./Depth: Remarks: TESD NO. 3718 Date: 2/28/02 MATERIAL DESCRIPTION Description: CLASS II BASE AGGREGATE Classifications - USCS: AASHTO: Nat. Moist. = Sp.G. = Liquid Limit= Plasticity Index %> 3/4 in. = 2.9 % % < No.200 = TEST RESULTS Maximum dry density = 134.5 pcf Optimum moisture = 6.5 % 140 Test specification: ASTM D 1557-91 Procedure C Modified 130 120 100% SATURATION CURVES FOR SPEC. GRAy. EQUAL TO: 2.8 2.7 2.6 REVEWED "LOS CE U, C 0 100 90 .ETJEEE III II I 80 III I II Ii - 1 - - 70 rmii T7 15 TTF 15 20 25 30 35 40 Water content, % Plate —TESTING ENGINEERS 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 Project Number i Test Date 2 /6 /cZ. Page Q. of .j. Client i4'cjc5 Test# Material Structure Test Location and Elevation or Depth relativeto...",__/c',e-.,/ kI.jO I UP of— fl . sf 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 # ................_._._._t__ ---------- Probe Depth (inches) Wet Density (pcf) ............ . . ............... .. ___ -- Dry Density (pcf) . - .... Moisture (%) MD Curve Number Maximum Density (pcf) y Optimum Moisture Relative Compaction, RC Relative Moisture, RM (%) 3 Specified RC %) -- Specified RM Conformance (Yes/No) Nuclear Gauge Model and Serial Number: J2c i'97ä 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: -igna-tu- re- Client's or Contractor's Acknowledgement: Name: Signature: White- Office Yellow- Contractor -- Pink- Field Technician .17 / 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 Project Name c...-. `-'o i Established 1946 Project Number - /.55'c Test Date Page ..L.of± Client— Test # Material Structure Test Location and Elevation or Depth relative to... (' \•ç/ - / — 2 / ,., I le 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) :4 - ................ ... __- Dry Density c Moisture (%) 3'. Wet Density (pcf).//.3,J3!................ .. /7/7 ......... --........._ ......-. MD Curve Number Maximum Density (pcf) //CJ s- —' Optimum Moisture (%) . - - .. .. ......... Relative Compaction, RC Relative Moisture, RM (%) ",7)5' -' f Specified RC Specified RM Conformance (Yes/No) Nuclear Gauge Model and Serial Number: 7(3_1 MeY _5/i 3Tc)(O7- 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: — — Client's or Contractors Acknowledgement: Name: Signature: White- Office Yellow- Contractor Pink- Field Technician 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 -'sT2- Z,,-4----V i2,_72AL.O, -'• -'C.— Project Number - / YC Test Date '/,-i/c, Page _.s2. of Client Test # Material Structure Test Location and Elevation or Depth relative /•_- C 5 4 33 ) Z 3 ' ' • 7'crJ ' 3 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 f Probe DepthDepth (inches) WetDensity(pc..-- . Dry Density (pcf) .......... ............zz.c Moisture (%) . . MD Curve Number Maximum Density L..... Optimum Moisture Relative Compaction, AC (%) Relative Moisture, RM (%) 77 7f 75 ,j7ç Q - -- .-- Specified RM Specified AC 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 failed to meet specifications. See accompanying Daily Report of description of work and observations TESD's Testing Technician: Name: t'-1 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... , --.,s'--" ,ed c 7 ) S• 41 _____ - e.-' 'j " 3o c -' •/ - —•.—'c (A-c 9' ,t,,_,, 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 Project Number Test Date _______________ Page _. Client c;._ --—'e: 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) Wet Density(pcf) 1L Q71 L..0 z 7 -_..--._ ... Dry Density (pcf) ........_._......... zc //.!....... /i.L z.z /2iz Moisture(%) MD Curve Number Maximum Density (pcf) )/c7 5_ Optimum Moisture (%) Compaction,Relative .........Z7 . .... Relative Moisture, RM (%) Specified RC(%) Specified RM (%) ._..j. 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 failed to meet specifications. See accompanying Daily Report of description of work and observations TESD's Testing Technician: Name: (.---- -/*7Signature: Client's or Contractor's Acknowledgement: Name: Signature: White- Office Yellow- Contractor Pink- Field Technician O Testing Engineers-San Diego, Inc. Established 1946 CA.- 7895 Convoy Court, Suite 18, San Diego, C 92111 [858] 715-5800 Fax [858] 715-5810 REPORT OF COMPACTION TEST DATA Project Name -—'e Project Number / - / Vo Test Date Q tc/r- Page of Client Test # Material Structure Test Location and Elevation or Depth relative C r?cf) 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, Ii = Other Utilities, W = Wall Backfill, SC = Sidewalk, Curb/Gutter, 0 = Other Test # Probe Depth (inches) Wet Density (pcf) Dry Density (pcf) . - ............ Moisture (%) MD Curve Number Maximum Density (pci) Optimum Moisture Relative Compaction, RC Relative Moisture, RM (%) Specified RC (%) Specified RM (%) Conformance (Yes/No) Nuclear Gauge Model and Serial Number: C'-'- ,-71C' ' '-3-' 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: Client's or Contractor's Acknowledgement: Name: Signature: ' White- Office Yellow- Contractor Pink- Field Technician Material Structure: Structure: 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 Project Client Number Number 2-'o/. Test Date Page of Test# Material Structure Test Location and Elevation or Depth relative to...é /c. 1- ' 1 3 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 # Probe Depth (inches) ............ WetDensity(pcf) - Dry Density Densy(pc.) ---- ............ Moisture (%) IQ2 75_ c ____ . ____ ____ ____ ____ ____ MD Curve Number Maximum Density (pcf) - - Optimum Moisture - .- - Relative Compaction, RC(%) - ...... Relative Moisture, RM (%) .._. Specified RM (%) Specified RC ....... Conformance (Yes/No) y'e ,>'2.x y -., /e Nuclear Gauge Model and Serial Number: ---' '2C.2' TC)/c 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: - Client's or Contractor's Acknowledgement: Name: Signature: 4i !,.& /1 White- Office Yellow- Contractor Pink- Field Technician 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 LK Established 1946 Project Name Project Number )ec/ — /9.O Test Date _2Z -/A0 Page.__of__. Client cr,i-'r c / /'r'jd Test # Material Structure Test Location and Elevation or Depth relative to... 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# I Probe Depth (inches) Wet Density (pcf) - ----------------------------S , m ---.-.--._ ---------.-. ----- Dry Density (pCf) --.-------., 5-. -------------- Moisture (%) - LLc3---- - .. MD Curve Number 2 ------------ Maximum Density (pcf) Optimum Moisture (%) - --- Relative Compaction, RC Relative Moisture, RM (%) Specified RC (%) -. Specified AM (%) 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 failed to meet specifications. See accompanying Daily Report of description of work and observations TESD's Testing Technician: Name: %7ñ '-'' Signature: : Client's or Contractor's Acknowledgement: Name: Signature: White- Office Yellow- Contractor Pink- Field Technician 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 co Project Number ccJ - Test Date /—o Page of Client ,-- Test # Material Structure Test Location and Elevation or Depth relative to... ,70 / 5 W - _ — — c c<22 - C4c 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) WetDensity(pcf) - Dry Density (pcf) '/3 _5•_ Moisture(%) MD Curve Number 3 Maximum Density (pcf) Optimum Moisture (%) // Relative Compaction, RC (%) Relative Moisture, RM Specified RC (%) Specified RM Conformance (Yes/No) Nuclear Gauge-Model and Serial Number: C',) ,"C3 -/' 7r 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: Signature: Client's or Contractor's Acknowledgement: Name: Signature: White- Office Yellow- Contractor Pink- Field Technician Testing Engineers-San Diego, Inc. Established 1.946 j 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 '5' Test Date _?Z' c) Page of.5_ Client — Test # Material Structure Test Location and Elevation or Depth relative to .3o. 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 Backf ill, SC = Sidewalk, Curb/Gutter, 0 = Other Test # Probe Depth Depth (inches) Wet Density (pcf) Dry Density (pcf) .......... Moisture (%) MD Curve Number .......... Maximum Density (pc f) Optimum Moisture (%) Relative Compaction, RC Relative Moisture, RM (%) Specified AC Specified AM (%) , ' ._.- Conformance (Yes/No) Nuclear Gauge Model and Serial Number: 3 r '-, 9-/Q'7.S- 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: ,i Client's or Contractor's Acknowledgement: Name: Signature: White- Office Yellow- Contractor Pink- Field Technician 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 Project Number c/ /> Test Date ,''_ Client Test # Material Structure Test Location and Elevation or Depth relative to...cc',r/_ ___ ______ -- ___ -' ,•, _,_______ 3' '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 ,4erfr ,Ej7 Test# Probe Depth (inches) Dry Density (pcf) ------------------------_LZ.'3l ly Wet Densiy(pcf) ------- Moisture (%) T'i7 MD Curve Number Maximum Density (pcf) Optimum Moisture (%) 4;1...,- .-....- ...........— . ...... ........ - Relative Compaction, AC (%) Relative Moisture, AM (%) 7 - 7 7 7 Specified AC (%) Specified AM (%) 7 - Conformance (Yes/No) Nuclear Gauge Model and Serial Number: L7 '/'///J `- 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: ,'7--,-',7gnature: Client's or Contractor's Acknowledgement: Name: Signature: White- Office Yellow- Contractor Pink- Field Technician ON— 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 Project Number I II/cJ Test Date - . Page of........ Client Test # Material Structure Test Location and Elevation or Depth relative to... 5 . c 7' /j —%;,,c ,-- 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 Fitt, N = Native Soil, WL = Waterline, 55 = Sanitary Sewer, ST = Storm Sewer, U = Other Utilities, W = Wall Backfill, SC = Sidewalk, Curb/Gutter, 0 = Other Test# Probe Depth (inches) Wet Density (pcf) ,- 3 Dry Density (pcf) '/3 Moisture (%) MD Curve Number Maximum Density (pcf) . ......... Optimum Moisture (%) Relative Compaction, RC (%) Relative Moisture, RM (%) Specified RC (%) Specified RM (%) 7 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 failed to meet specifications. See accompanying Daily Report of description of work and observations TESD's Testing Technician: Name: 'Signature: ______________________________ Client's or Contractor's Acknowledgement: Name: signature4/)"k€,h__ t7' White- Office Yellow- Contractor Pink- Field Technician ()I'-- 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 Project Number Client Test # Material Structure Test Location and Elevation or Depth relative to... 11 -IL /75c' I jw:t &s-/S,M / a b 7o 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 -j L. Probe Depth (inches) Wet Density (pcf) -..-..........................!___.____............... Dry Density (pcf) q /22.1 Moisture MD Curve Number 4 z-f- Maximum Density (pcf) Optimum Moisture (%) 9,15-1 Relative Compaction, RC - Relative Moisture, RM (%) Specified RC (%) 9?, O Specified RM Conformance (Yes/No) Nuclear Gauge Model and Serial Number: -f?U'..JJJ2i -I//7/S_27c Z/,#n. /90y/oS71 This report does not relieve the contractor or their responsibility for perforrance in accordance with the ans, specificationfand applicable codes. The contractor is responsible for scheduling retesting of reworked areas that have previously tailed to meet specifications. See accompanying Daily Report of description of work and observations TESD's Testing Technician: Name: A,4 Signature: Client's or Contractor's Acknowledgement: Name: Signature: White- Office Yellow- Contractor Pink- Field Technician 140 130 120 E. COMPACTION TEST REPORT Curve No.: 4 Project No.: 01-1840 Date: 1/16/02 Project: Poinsettia Lane Overhead Widening - Geo T&1 Location ADJACENT TO RAILROAD TRACKS BELOW BRIDGE yj? ') Remarks: TESD NO. 3235 5 MATERIAL DESCRIPTION Description: BROWN SILTY SAND (SM) Classifications - USCS: AASHTO: Nat. Moist. = Sp.G. = Liquid Limit= Plasticity Index = %> 3/8 in. = 4.9 % % < No.200 = I TEST RESULTS Maximum dry density = 130.5 pef [Optimum moisture =9.5% S 0 5 10 15 20 25 30 35 40 Water content, % Plate —TESTING ENGINEERS (L Testing Engineers-San Diego, Inc. Established 1946 7895 Convoy Court, Suite 18, San Diego, CA. 92111 [858] 715-5800 Fax [8581715-5810 REPORT OF COMPACTION TEST DATA Project Name - 4r\k i Z- r7 L i7 M t U Project Number ____________________________ Test Date 2.-ir~7-.'0 I Page _L_ot_L_. Client Material: S = Soil, AC = Asphalt Concrete, ATB = Asphalt Treated Base, AB = Aggregate Base, CTS = Cement Treated Soil LIS = 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# _J. z Probe Depth (inches) 3 Wet Density (pcI) Dry Density (pcf) Moisture (%) MD Curve Number 5 Maximum Density (pcl) t.J? two Optimum Moisture (%) , Relative Moisture, AM (%) Relative Compaction, RC Specified RC Specified RM (%) Conformance (Yes/No) Nuclear Gauge Model and Serial Number: tL.t')'-L1! (__. V I ¶'//l__I This report does not relieve the contractor or their responsibility for performance 6n 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 of description of work and observations TESDs Testing-Technician: Name: A_AL_1__ Signature: Client's or Contractor's Acknowledgement: Name: Signature: ( White- Office Yellow- Contractor Pink- Field Technician COMPACTION TEST REPORT Curve No.: Project No.: 01-1840 Date: 121/19/01 Project: Poinsettia Lane Overhead Widening - Geo T&I Location: WEST SIDE UPPER LEVEL PARKING AREA Elev./Depth: Remarks: TESD NO. 2805 DEC MATERIAL DESCRIPTION -. - Description: LIGHT YELLOW-BROWN SILTY FINE SAND (SM) Classifications - USCS: AASHTO: Nat. Moist. = Spa = Liquid Limit = Plasticity Index = %>3181n. 3.7% %<No.200= TEST RESULTS Maximum dry density = 126 pcf Optimum moisture = 10 % 140 = = TT \ '{1\ Test specification: - - - - - ASTM D 1557-91 Procedure B Modified VIjEDLZ(F 130 +H+ I 50 01 1_1000- 120 -- 100% SATURATION CURVES - FOR SPEC. GRAV. EQUAL TO: 28 11 11111 liii XI 27 110 2.6 ' U) CU -I--- - - ' 100-1111 11L11 111 1111111111_ 44 ! 80 _ ± 1111 H 11 II 70! _I 1LiiThiI I: 0 5 10 15 20 25 30 35 40 Water content, % Plate TCTIM( COMPACTION TEST REPORT Curve No.: 2 ProjectNo.: 01-1840 Date: 11/19/01 Project: Poinsettia Lane Overhead Widening - Geo T&I Location: EAST SIDE UPPER LEVEL ON STREET Elev./Depth: Remarks: TESD NO. 2806 MATERIAL DESCRIPTION Description: YELLOW SILTY FINE SAND (SM) Classifications - USCS: AASHTO: Nat Moist. = Sp.G. = Liquid Limit = Plasticity Index = % > 3/8 in. = % < No.200 = TEST RESULTS 140 - 120 Maximum Optimum dry 130 O(f moisture density = 119.5 pcf = 12.5 % Test specification: - ASTM D 1557-91 Procedure B Modified rr r(n• I('' kY.' 100%S 100%SATURATIONCURVES - FOR SPEC. GRAy. EQUAL TO: 2.8 2.6 2.7 IIfIIi = I - - - - - _1_\ —-—-—— ~14 -++ 114 L 90 TT -IT- 80 U —F.—F— I I ___ 1+—TF1 T-7177 0 5 10 15 20 25 30 35 40 Water content, % Plate TFSTIM( FN(IIJFFRS____________________________________ COMPACTION TEST REPORT Curve No.: 3 ProjectNo.: 01-1840 Date: 11/19/01 Project: Poinsettia Lane Overhead Widening - Geo T&I Location: EAST SIDE LOWER LEVEL IN FIELD Elev./Depth: Remarks: TESD NO. 2807 MATERIAL DESCRIPTION Description: YELLOW-BROWN SILTY FINE SAND (SM) Classifications - USCS: AASHTO: Nat. Moist. = Sp.G. = Liquid Limit = Plasticity Index = %>No.4 % %<No.200 I TEST RESULTS co 140 = 130 120 110 Maximum Optimum dry 100T- moisture density = 120 pcf = 11 % Test specification: ASTMD 1557-91 Procedure A Modified 100% SATURATION CURVES ow FOR SPEC. GRAV. EQUAL TO: 2.8 2.7 2.6 = S iT\ :: 'E M 70 =#1 15 20 25 30 35 40 Water content, % Plate TESTING ENGINEERS U 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 Acf77?> Zv,- ,)t'7Zf*/ t2X Project Number Test Date i.2~ -_C- ó'/ Page / of Client V Test # Material Structure Test Location and Elevation or Depth relative to... I Ecr -','- ,144.'/€ Z ' _ç Jo i" t ,) 7 3 f I -4-t7 4n1/k2/c- J ,111 / £f'4.ff /tj7-'d )Zi fi7J ,2.Z6,'."l f-7 .i ...c p ._ 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# .rs• :ri A- -7 Probe Depth (inches) Wet Density (pcf) - /.>14 fZ6 /2J 117q In-0 I U_ 1ijq Dry Density(pcf) . i& .0 / i Gj.i ,.., j c.q ,& uo Moisture (%) /L f.'7 ,3 zO 9. c).g ,i.3 1c.5 MD Curve Number — 3 a. 2 1 z.. Maximum Density (pcf) it.c !C 111 5' itl5 Optimum Moisture (%) i/ '/ 1/ /0 1/ 0 /2.5 /.. ,. Relative Compaction, RC(%) —. '7f. qjj el jq '?/.0 5 ¶(, 0.3 Relative Moisture, RM (%) 2.c' 'J'.L .-( (.0 c) -u- Specified RC (%) q% 5? SpecifiedRM(%) Conformance (Yes/No) )/ >-- X±'$ VCI( YC1~ '/e s' >f '/ Nuclear Gauge Model and Serial Number: 3'12c ..i Z.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: Signature: Client's or Contractor's Acknowledgement: Name: Signature: White- Office Yellow- Contractor Pink- Field Technician Q 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 L.-v L)iit7A Project Number 2 r1 - Test Date i2 '1 Page of Client Test # Material Structure Test Location and Elevation or Depth relative to... eJ,W sf.A ' er 'J. .i/ £c?4 I S .3 1 &JIY 2# i44 i,,- , JAI /7 .1 'FJW -?v7f?L '- 32. c /- ____ ..c ,- 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/ ,- ± /7 f - -' Z? Probe Depth (inches) .c'' .a " " ~" 'i" ''" " g" s'•' Wet Density (pcf) j7 I.21 Dry Density (pcf) C i'31 _.' /L)F.1 //),,>_. /io.i Moisture (%) MD Curve Number 1 .1 I Maximum Density (pcf) i>&V . Optimum Moisture '/) ,, i ig Relative Compaction, RC(%) r1p./ Tci.E '9.2.Q 'w' 'Io.9 F ) 12,". Relative Moisture, RM (%) '-a., .O -c-t 'fr,•i ..1 0 j Specified RC (%) a'/ tjc,.% %' 17v% To ''/o 92 'ic% q% 4c% SpecifiedRM(%) -tZ/o L°/c !% % '' t% tZ% Z.% 7V t% Conformance (Yes/No) Yes Yc Ye S 'YES 'S 1 YcJ Y -5 >' '/,S Nuclear Gauge Model and Serial Number: 24'_C, -Z Z1Li 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: Signature: Client's or Contractor's Acknowledgement: Name: Signature: White- Office Yellow- Contractor Pink- Field Technician A" 3- 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 Project Number i' /''1 - Test Date / V Page Z. of _ Client Test # Material Structure Test Location and Elevation or Depth relative to... if 2 J4_ e 7i3, ' Ji E/i Z _)- 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 Backf ill, SC = Sidewalk, Curb/Gutter, 0 = Other Test# Probe Depth (inches) Y " .i. III Wet Density (pcf) In..? Dry Density (pcf) Moisture (%) '/. /o.5 ,c. (C•~' _____ _____ _____ _____ _____ _____ MD Curve Number MaximumDensity(pcf) ,/7ç iz. .Q OptimumMoisture (%) ç j s' )i. Relative Compaction, RC(%) Relative Moisture, RM (%) '-• -c1 mc _____ _____ _____ _____ _____ _____ Specified RC y%9C % c)r;4:) SpecifiedRM (%) ' % -r Conformance (Yes/No) )'5 YJ5 I >'ç _ytrf Nuclear Gauge Model and Serial Number: 2q1V >_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: ,lJC7J Signature: Client's or Contractor's Acknowledgement: Name: Signature: White- Office Yellow- Contractor Pink- Field Technician 0_,~__ 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 I Ia.LZ Project Number I - Test Date .12. -.r --ai Page _.L.....of........L.. Client Test # ' Material Structure Test Location and Elevation or Depth relative to... . ____ _c i7r _ — ,•— / , I /A/ ' ;•7.:.-%: /1 .4-)_ ii.. .S' c 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 Backf ill, SC = Sidewalk, Curb/Gutter, 0 = Other Test# S / It) ', Probe Depth (inches) £' Y ' " g" g" g' ' 1' .g" s" Wet Density (pcf) ~_c? Dry Density (pcf) ,.CZ 7 J.IL1i ,/O. 1O ,o.i I'T i? 1i2.S' Moisture (%) //..' (0.1 j),I jo.q MD Curve Number Maximum Density (pcf) 12.12 i.2.0 iô ,2C Optimum Moisture (%) f>.g f.o 1.~..S 1Io s1O el. t) /1.0 if.) i/.C) Relative Compaction, RC ,j % J) ' c/:i Sc* 9'' Relative Moisture, RM (%) c -e- -i - _ • Specified RC 50. cj,i&./ 'f1. ii I7 (( i2..S SpecifiedRM(%) 1.0 10 ?9t t. Conformance (Yes/No) >'- 'j- Yç >c.!~ S -' ytr 5 /S Y.rs Y Nuclear Gauge Model and Serial Number: .r'/O.~rZ")~_I 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: '7J Signature: Client's or Contractor's Acknowledgement: Name: Signature: White- Office Yellow- Contractor Pink- Field Technician 0— 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 Test Date Page L of Test # Material Structure Test Location and Elevation or Depth relative to... te // 41 /.Sc't.'J fft.t2'Lr4 f L i2 Z f ' 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# I Probe Depth (inches) '•' ' ______ ______ ______ ______ ______ ______ ______ Wet Density (pcf) Dry Density (pcf) 16 7. I,w'. r O' L/ Moisture (%) fo. MD Curve Number 4711 Maximum Density (pcf) Optimum Moisture (%) ,,,z ~ ,, ,,. Relative Compaction, RC (%) c. Z o. <>~ Relative Moisture, RM (%) . . . ..f ,. Specified RC (%) - 51 Z. Specified AM (%) . /o Z /o Conformance (Yes/No) xcs X65 Ye-S Nuclear Gauge Model and Serial Number: .3'-/Iv ) ii 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: Signature: . Client's or Contractor's Acknowledgement: Name: f\4g. PLw'iri;.'qsignature: White- Office Yellow- Contractor Pink- Field Technician Testing Engineers - San Diego, Inc. Established 1946 City of Carlsbad August 20, 2002 Attn: Mark Plotnikiewicz TESD Job No. 2001-1840 5950 El Camino Real Carlsbad, CA 92009 Job Name: 3551 POINSETTIA LANE - OVERHEAD WIDENING Geotechnical - Testing and Inspection Address: Carlsbad; California The following pages present TESD's field compaction, inspection, and/or laboratory test reports for the above referenced project for work performed through 7/18/02. These reports cover the locations of work inspected and tests performed in accordance with generally accepted standards and do not constitute engineering opinions or project control. It is .the responsibility of the contractor to schedule retests or re-inspections of any areas that do not meet project specifications. TESD neither controls nor supervises the work at the site. We are not responsible for errors and omissions of the contractor, nor for the contractor's failure to keep the work on schedule or carry it out in accordance with the project plans, specifications and all applicable codes. We appreciate the opportunity to provide services on this project. Should you have any questions regarding the accompanying information, please contact our office at (858) 715-5800. Respectfully submitted, Testing Engineers - San Diego, Inc. Lcirry Clrki/jc& Larry Clark Vice President of Engineering Testing Engineers - San Diego, Inc., 7895 Convoy Court, Suite 18 San Diego, CA. 92111 [858] 715-5800 Fax [858] 715-58 10 Testing Engineers - San Diego, Inc. 7895 Convoy Cowl, Suite 18 San Diego, California 92111 phone: (858) 715-5800 fax: (858) 715-5810 O Testing Engineers - Inland Empire 571-E Crane Street Lake Elsinore, California 92530 phone: (909) 471-3500 fax: (909) 471-3732 Page 1 of _&: Est. 1946 Date: Job Name: 5&f lddress: L ( Job No. Client/Contractor: f- Cr\d/ kerz --,'o- . Field Report 0 Notice to Comply Type of Service Performed: Soil Asphalt Concrete 0 Engr. Observation 0 Concrete Pre-stress Concrete Masonry 0 Structural.SteeI 0 Waterproofing 0 Fireproofing 0 Roofing 0 Other Inspection Check List: Building Permit # On-Site Equipment: 4-e, 0 Soils Report J0 Plans Plan File # \i/4 'o vor, 'iei s\t 0 Specs. (f'. \fltJ DSA # 0 RFI 0 Codes OSHPD Tests Performed (see attached) Sample Type: j - -L oy Uj 79p 'L I75& LIP,- ovic TL fflett'rit To c s#se, ic)l 4.eA 4 ° ° v -c,br L hU cccvj. i4 i4- 1s k4 10+'IiAJ1&ii- ¶f - i4 (4 'r r)Sr HLf L)wV ry)rA il CERTIFICATION OF COMPLIANCE: All of the observed qoj, unless the workmanship provisions of Ie applicable code. For apfItion-conf Inspectors Signature/Name ). \ijv Approval Signature/Name/Company TESD Form: 100-01 in conformance with the approved plans and specifications and itrachall schedule TESD for reinspection and retesting. Cert.No. (5,30" Is Date: __________________ TestingEngineers-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 ___ Project Number OO I I Client C*j °r CW - Test Date _7.-b2_ Page_of2 Test # Material Structure Test Location and Elevation or Depth relative to... 1 AB S tce, j rj 4 5 7tW Pcj,',.sc.4b4 L4.1 Ak Apt 7g6+ - L5 0,( / I.- 9 . sc 4 7S-oo 1 ell 5i- Lm— ¼.S IAeA .i+ 51,6, r 'c LA-.-- 5* Sc - I7- 7 M 'SC 4 NJ I 4 9'-'- 17 ii ,. Sc J4e Crce, - p .9)1r j?f'bo / LL Le - 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) Dry Density (pcf) Moisture (%) t:.7 Wet Density (pcf) iJThs lf.- &- .s4' 33 3.,!~ '3 S MD Curve Number r5 . Maximum Density (pcf) Optimum Moisture Relative Moisture, RM (%) Relative Compaction, RC .o~ ._3 ...,9 o.q èdfr 't Specified RM (%) Specified RC(%)___-- Conformance (Yes/No) -- t N' Nuclear Gauge Model and Serial Number: 'Tr--14,r 31 I / This report does not relieve the contractor or their responsibility for performance in accordance with the plane, speci f i c a t i o n s a n d a p p l i c a b l e codes. The contractor is responsible for scheduling retesting of reworked areas that have previously failed t me e t s p e c i f i c a t i o n s . See accompanying Daily Report of description of work and observations i Z TESD's Testing Technician: Name: Signature: AWI4 Client's or Contractor's Acknowledgement: Name: ._ Signature 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 Testing Engineers - Inland Empire 571-E Crane Street Lake Elsinore, California 92530 phone: (909) 471-3500 fax: (909) 471-3732 Page 1 of 3— Est. 1946 Date: 7-6-°' lob Name: p se* t_tj GeoT .4.... Job No. I - I Address: Ur G Client/Contractor: f L fie'c 'i Gror Field Report 0 Notice to Comply El Soil o Concrete 0 Structural Steel 0 Waterproofing Type of Service Performed: Asphalt Concrete o Pre-stress Concrete 0 Fireproofing 0 Roofing Engr. Observation 0 Masonry 0 Other Inspection Check List: 0 Soils Report ja Plans 0 Specs. 0 RFI 0 Codes Building Permit #: Plan File #: DSA #: OSHPD # On-Site Equipment: 0 t &N P&I &Yr kct 0) W7AAb C77 V ruw 19 Tests Performed (see attached) Sample Type: -. 1r'-4Cç 0p- !4" t.-'fOto - cer t vr- fl— o Lii-.. 4 J- LIL svJ tOth5W' r KJ~l ~ - I c (Cr~ciU c f J4! ewce 1ke1 Lr re tjy 'itLr f).Ct$ C Vil -4 -. tn tojL Lr. CAIex c4' (yr) (*rei * r..J - 46 wo fl (10* O 'two c1 0,w, Pkrc L J0 c ¶- rt-f-7 - 'T r> '1r— fc i' 'tt* 3 16 '1- e\-5 of r- ItD tory fr IL je oCe4j ' 1 ert. Y or— wL&k - lj 54 L 'csy Oprti's c TL kL T$. To Ccr't\. CERTIFICATION OF COMPLIANCE: All of the obs the workmanship provisions of the applicable code. Inspector's Signature/Name j. ¶E'i Approval Signature/Name/Company TESO Form: 100-01 work, unless otherwise stated, is in conformance with the approved plans and specifications and iy "no ~-(zAl;`rIA -conforming" items the contractor shall schedule TESD for reinspection and retesting. / Cert. No. Date: 7l6— 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 I Project Number — Test Date 7 Ic-.- b2.... Page __. of Client Test # Material Structure Test Location and Elevation or Depth relative to... p - a I s)-- I7tcj PçC P PçC ()1erickj ursej1 ~L31 ..ct* 1749 ttc P-si.i. L' e, C,()p k-'A I7"f71-Q / Pn ç t L1 /c- P A C- v-lj (urcQ.-, E4-L4 (- .c4# t--i-tc / Picrii- Lrre A-c, e .p Ove.,44tj Cot.iir'o- .. e+sr'tS L#At G tc / * / P 6-4 P 4z 7 -c- kC Orr)cj (Aui,s +Lc Le J, 4 75J -o , p4Lae A-& P -A-c Ovev- !t ( JVS , 7S)-t0, 1 ivi 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# .- - 't S6 IA * 7 Probe Depth (inches) Wet Density (pcf) Dry Density (pcf) Moisture (%) MD Curve Number Maximum Density (pcf) Optimum Moisture Relative Compaction, RC Relative Moisture, RM (%) Specified RC (%) LIZ., Specified RM Conformance (Yes/No) - - Nuclear Gauge Model and Serial Number: t0 / .5339- LjvJ_,-7o )/63R This report does not relieve the contractor or their responsibility for performance in accordance with the plans, specifications and appl i c a b l e codes. The contractor is responsible for scheduling retesting of reworked areas that have previously failed torieet specifications. See accompanying Daily Report of description of work and observations TESD's Testing Technician: Name: . Signature: Client's or Contractors Acknowledgement: Name: )(M'F?.OT7t)IIø'L4)kSignature: White- Office Yellow- Contractor Pink- Field Technician Testing Engineers-San Diego, Inc. 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 f?,1 fl9i flg L.c'cv, e, (co -.r 4 Project Number _____________ Test Date Page ..2_.of._._... Client ('di c.p Test # Material Structure Test Location and Elevation or Depth relative to... frt P -A-c 0H urS&,. c'k I3+Do 4L / )e'I iSe)fA LNc~i 1' pt-c. ()-,e -q v b~ £urSe, tovi. Le,i 7sS4I7Sj-nc Pc C OuerL Cr.cav L.re 4 .k , i7 g s iop Pc b4 PC N j."". ru -rs, E""A L*c l7S Pcc, 1D ?r C(f)ve.r (5 U\ LA.±Z . J4- 757 t / 3&k f3 ft PrC frc jc\Lu L4 4_, -j-oo / 4a Lt, L5 A-C 9 A-C ()iew-) Gur&. JeIo Lp2, 5F7$' +0; ck,.r GrS 1 ± ,. 17 f-c e irc&er{',yvi £irj., UJ 3LIL2, 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 Backf ill, SC = Sidewalk, Curb/Gutter, 0 = Other Test# 4 4 —U.-- J ' J-_ 5 —IL— JLZ_ Probe Depth (inches) Wet Density (pcf) L.j-i. JJ L Jo 14 -L4- t3 ;36.t Dry Density Density () Moisture (%) MD Curve Number Maximum Density (pcf) , Optimum Moisture Relative Compaction, RC Relative Moisture, RM Specified RC Specified RM Conformance (Yes/No) Nuclear Gauge Model and Serial Number: roi.h t° , ''t, 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 tokneet specifications. See accompanying Daily Report of description of work and observations TESD's Testing Technician: Name: - Signature: Client's or Contractor's Acknowledgement: Name: x_frl iTJH4L4/IiZ. Signature: White- Office Yellow- Contractor Pink- Field Technician LX- 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 Pp ,-1r Le Project Number &oô_9-o Test Date 7_ -er.. Page Of Client Test # Material Strcture Test Location and Elevation or Depth relative to... frc o\- -L a1 7S+Cr, fl frC P i Dier I4 ~)4)o',/ 1e 1.. J7 +00. Pss$i L3, ? 1-c c4e Ger 1 / cjs kZ, L* I7SC +00 Po215 t-**, c4-L.1 C5d ( 44oivà. ii2, / 1ot è ? t< Ov-1 Ift 44* 17 JR -I-0c 5* kG r Oe ( / erLj Gir e z-, f -C 2W-,. S' I7C+O, 9o%vct. 1' Ac )i Gaur -,j S 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) jt2- LtL jO t1W) I4V1 rn Moisture (%) MD Curve Number Maximum Density (pcf) Optimum Moisture (%) Relative Compaction, RC (%) Relative Moisture, AM (%) Specified RC (%) Specified RM Conformance (Yes/No) Nuclear Gauge Model and Serial Nurnber:Tk 3,1t730 ,4 3Y3I / 7O 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 meet specifications. I See accompanying Daily Report of description of work and observations - TESD's Testing Technician: Name: . EV.JS Signature: Client's or Contractor's Acknowledgement: Name: 'C Wall NOMMionature: 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 Testing Engineers - Inland Empire Llk 571-E Crane Street Lake Elsinore, California 92530 phone: (909) 471-3500 fax: (909) 471-3732 Page 1 ofE_.... Date: __________________ Est. 1946 Job Name: oic4;. Address: , .5 4-a - LP4'e/,.. (LLL64. Job No. t Client/Contractor: /' (-1 AField Report 0 Notice to Comply Spil Type of Service Performed: N Asphalt Concrete El Engr. Observation Concrete 0 Structural Steel 0 waterproofing Pre-stress Concrete 0 Fireproofing 0 Roofing 0 Masonry 0 Other Inspection Check List: Building Permit #: On-Site Equipment: PyM 0 Soils Report Plans 0 Specs. 0 RFI Plan File #: DSA #: Ka CC —S- C ks C1.-or 0 Codes OSHPD 1 O .S / Tests Performed (see attached) Sample Type: I u D s)10 (_)n c' 4T 1 1 - jr agr i'i" *tt- -Ac1Lit fc Cc,v-ce_ (a- 1;cL C 11e eov~ Tr - TL *So r II *rre. 4iee -.ç,? I DO UA, _cTrvj CJ. wr tr° o r W4fr- iL çC s 1iL +lr L,1L i4rtL (JAj i. 4 P'flL cc cTTL 1 -Li jiL A(4 LI P, cham-5 .Jtc erccs c-s4tA eiL in i-iL w4a.c -i vlCtc 4 COI . jL rCe.c5 u)r P+ofTos.1t (15 et--k --tie fL4b rtfl n1 1r1T- .fr-i .4-L+ 4v GriL'.'j 1L r \c1 IN'II Oi-&j*ti -ji " ci- k C'- 14)? ts T4 1 ur l'-o 0-Lt A CERTIFICATION OF COMPLIANCE: All of the obser'd work, f ess the workmanship provisions of the applicable codef r)any 'noonf Inspector's Signature/Name - Ev.c 7 t~~ Approval Signature/Name/Company L 4ml J~7 - " )3 TESO Form: 100-01 se stated, is in conformance with the approved plans and specifications and items the contractor shall schedule TESD for reinspection and retesting. Cert.No. Date: 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 Project Number 410D Test Date 7 - 15- p Q. Page of Client b- Test # Material Structure Test Location and Elevation or Depth relative to... r -Lft (e1 f1\-u- k. 1 firC' __I PrC I?rLt £r9-i 4r 1757rbt / / oR.'ç4 k-e 3 •p —P745.$). I75±Ot, es—L Le.-'14 c4. 9. • sot sr2 , cJ-- tz-1-e, e-4t,vl I?•€l, S441 S A-(, -_ C-r - ç -s4- 7-ç-ta efv1 \t'ee , 'fl rSc4i5 za j734-V, We~.+L.,,,A _$-;. k- GSA- A 7 AC f c5Ltt- CtJ(S'/ , 7S;-j-Q , jes)-Lv Il, 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# j __ 5 Probe Depth (inches) Wet Density (pcf) -(,.o jj.o Dry Density (pcf) j-cs th2- .J.1.o 1J!_ LUAL Moisture (%) MD Curve Number Maximum Density (pcf) Optimum Moisture (%) , Relative Compaction, RC(%) 115 Relative Moisture, RM (%) Sig Specified RC (%) Specified RM Conformance (Yes/No) IV l Nuclear Gauge Model and Serial Number:' 4 J, / .c i * This report does not relieve the contractor or their responsibility for performance in accordance with the plan, specifications and applicable codes. The contractor is responsible for scheduling retesting of reworked areas that have previously failed tcjtmeet specifications. See accompanying Daily Report of description of work and observations J I A TESD's Testing Technician: Client's or Contractor's Acknowledgement: Name: t~, V-P~ 5 Signature: 4'1 F1 -'771 i1617Signature: Name: _________________ White- Office Yellow- Contractor Pink- Field Technician 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 Project Number - J 29O Test Date 7 —LE -02- Page 63 _ofJ_. Client °r 4w 2riAd Test # Material Structure Test Location and Elevation or Depth relative to... Pr e A-.crI4t Ct?urs''..i, s* i -ot / PpcuiJi , I 9 P f ( ,, 17 'i +- e 1Li- ,. I'D P sL- 1717 +7 JisL -re. , ,- t2, A-b o if r I 79-oO L.\i- (wa. 75 *At WIPAIJAA *Sp U 4A- %7 I-6 -f-St i scn - ,_ tPhSi'Lct-ft s-k- 74r7#5 I Poc1Fii 4'e , , 4\t i'-.-'. 5 I71 -+S , -LuAc )re..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, LI = Other Utilities, W = Wall Backfill, SC = Sidewalk, Curb/Gutter, 0 = Other Test# 9 ID tvi- II IL 13 1If-. (51 Probe Depth (inches) Wet Density (pcf) fl Dry Density (pcf) J35 JJ 1tf jf5 iiy f Moisture (%) '- Wor MD Curve Number MP Maximum Density (pcf) Optimum Moisture Relative Compaction, RC (%) Relative Moisture, AM (%) p4'/. i c j (_ fJ5 17 C1• Specified RC Specified RM Conformance (Yes/No) ______ 1 ______ ______ ______ ______ ______ ______ ______ ______ Nuclear Gauge Model and Serial Number: tt$e.r 69o\, /Uf /'J-4.A1 4 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 meet specifications. See accompanying Daily Report of description of work and observations TESD's Testing Technician: Name: - Signature: Client's or Contractor's Acknowledgement: Name: ( ~4 Qr White- Office Yellow- Contractor Pink- Field Technician 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 "I- CL Established 1946 Project Number ótot) I 1 Sr Test Date 7 I5 0 a..- Page .J? of Client Test # Material Structure Test Location and Elevation or Depth relative to... 17 frC,P stq, fr-j- ,Erci-L A- P -5L-i— (StJfWJf 5A- l7S5 -f--OU( 6A44ou't Iit* I. DlviSt*i4 f-re T irji 75C fp EmAuA 6 4i 1, I' Q0 -o P 54-4 !7'7 i-ot Itej / 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) I LJL Moisture (%) MD Curve Number MP -- Maximum Density (pcf) Optimum Moisture (%) J±t- Relative Compaction, RC Relative Moisture, RM (%) Specified RM (%) Specified RC 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 failed to meet specifications. See accompanying Daily Report of description of work and observations TESD's Testing Technician: Name: 5 Signature: Client's or Contractor's Acknowledgement: Name: bC f" fL,irr111 L/UJiZeignature: Old 4 White- Office Yellow- Contractor Pink- Field Technician (-}--- 0 Testing Engineers - Inland Empire 571-E Crane Street Lake Elsinore, California 92530 phone: (909) 471-3500 fax: (909) 471-3732 Pagel of Date: ____________ Testing Engineers - San Diego, Inc. 7895 Convoy Court, Suite 18 San Diego, California 92111 phone: (858) 715-5800 fax: (858) 715-5810 Est. 1946 F_ddress: Job No.Zc-1 - /8 / 'J. lient/Contractor: .5' LIeld Report 0 Notice to Comply 0 Concrete 0 Structural Steel 0 Waterproofing Type of Service Performed: 0 Asphalt Concrete o Pre-stress Concrete 0 Fireproofing 0 Roofing 0 Engr. Observation 0 Masonry 0 Other Inspection Check List: 0 Soils Report 0 Plans 0 Specs. 0 RFI 0 Codes Building Permit #: Plan File #: OSA #: OSHPD #:_______________ On-Site Equipment: cp'it. Ae-i,/ 7Et Performed (see attached) Sample Type: -1 5 t~)cjS i' ' 7-t P ' 7 è'tj o 7J77 (j) i,e -, c - see c, I,' j9) 4// 7' 7i /c. ,e irX - s' crA1r, rfr c%-' 9e9 12 in ,ji&,-/ - 4—Ai c A'c' A-Z e A. '"'- ——' -' c -s /o c• — L7 -7/ 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-copforming items the contractor shall schedule TESD for reinspection and retesting. Inspectors Signature/Name Cert.No. 7'7/7 Approval Signature/Name/Company Date: TESD Form: 100-01 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 Lk_ Established 1946 Project Name i? •-4Sc?7'74 /c90 e.. Project Number ,y.r)1 - t? liD Test Date 7 /t3/cã. of.. Client Test # Material Structure ] Test Location and Elevation or Depth relative to... I- / t- -• z 4- 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) i' LI I Wet Density (pcf) ,if/ / %'90 Dry Density (pcf) L?3'Z IlLi I314 /_0.7 Moisture (%) ct 6 -V 6-i' MD Curve Number - - - — - Maximum Density (pcf) ijj..c ---- Optimum Moisture (%) j . 5 _____ _____ _____ _____ Relative Compaction, RC (%) Relative Moisture, RM (%) Specified RC Specified RM Conformance (Yes/No) Nuclear Gauge Model and Serial Number: c/?) ,2c3 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: i#T t&)/inature: Client's or Contractor's Acknowledgement: Name: White- Office Yellow- Contractor Pink- Field Technician