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Home My WebLink About3190; RANCHO SANTA FE ROAD; REPORT OF COMPACTION TEST DATA; 2004-10-12Te1 # Material Structur Test Location and Elevation or Depth relative to #!' P t¼?:Hno OF Q ,s•c I O0j5jiJoL ___ - - S-r7 IRS f o- /qj5 p42c1: SON kr sTA- flo l i taterial S = Soil AC =sphaIt Concrete ATB = Asphalt Treated Base AB = Agregate 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 pjj /y &03'/f/0' /5'a5 1 /*' ZI /9ij Probe Depth (inches) - - Wet Density (pcf) jI/I 1't3.2 NO /VI,L/ /9Gj4'3 '4 rDen(L1y (pcf) MD Curve Max i rn rDensity (pcf) Optimum Moisture (0/0),;. 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 their responsibility for petormance in accordance with the plans, specifications and applicable codes. The 6ontract6r is respnsible for scheduling retesting of reworked areas that have previously failed to meet specifications. See accompanying Daily Report for description of work abservations TESD s 1dting Techician Name DN46- S L 004 Si nature f \ Clients or Coritractor s Acknowgement Name \ I 1 '" . •' White Gffice Xello Contractor Pink Field Technician cm . 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 ,MPh'D Qiv"F E 1b4t/dfI#6t6W' 44k, 103 Test Date — /2. Page of Er' O $tSArD Test # Material Structure Test Location and Elevation or Depth relative to... I' It bet 4- ec> p ,,j / 2&'3°'_ - - 9-31-0c_ :30 'Li) /0 '•j Material: S = Soil, AC = Asphalt Concrete, ATB = Asphalt Treated Base, AB= Aggregate Base, CTS = Cement Treated Soil LTS = Lime Treated Soil, 0 = Other Strutture: P = Pavement Structural Section, F = General Fill, N = Native Soil, WL = Waterline, SS = Sanitary Sewer, ST = Storm Sewer, U = Other Utilities, W = Wall Backfill, SC = Sidewalk, Curb/Gutter, 0 = Other Test # /S'/l /41/319/V A20 Probe M5J/ j /Øf//5 Depth (inches) 23$ Wet Density (pcf) i'/c J9SI JY1' /i//4,1% ft11// i,Ij,j ,'l/25 ,V3,I Dry Density (pcf) /_ Moisture (%) / f / / 7• _/P 5L _/ _,,_ — MD Curve Number Maximum Density (pcf) Optimum Moisture (%) .L. __/— -/ / —;/ .-7L.. ,t- J / Relative Compaction, AC Relative Moisture, AM (%) -7/— 7' 7L-- / t SpecifiedRC Specified AM (%) 7' s..,-4 ' 7 Conformance (Yes/No) Nuclear Gauge Model and Serial Number: 7o$Ir2.._ 3VJ74,," h9-L4? 2-0 2_a 'al This report does not relieve the contractor, of their responsibility for performance in accordance with the plans, specifications and applicable codes. The contractor is responsible for scheduling retesting of reworked areas that have previously failed to meet specifications. See accompanying Daily Report for description of work and observations. TESDs Testing Technician: Name: ,ifi_$Lfr' sign re: . . r Client's or Contractor's Acknowledgement: Name: /_J__('Vs at: / A - White- Office Yellow- Contractor Pink- Field Technician w ; . 0 145 140 135 125 I S COMPACTION TEST REPORT Project No.: 46703 Date: 3/25 Project: Rancho Santa Fe North Realignment and Widening RECEWB) Location: Belt of on-site crusher Elev./Depth: .1 APR 16 2004 Remarks: TESD Lab No. 11577 I DIUDEK & ASSOC; FIELP, OFF10E MATERIAL DESCRIPTION Description: 1-1/2 Class 2 aggregate base Classifications - USCS: AASHTO: Nat. Moist. = Sp.G. = Liquid Limit = Plasticity Index = %>.3141n.= 10% %<No.200= 7.6% ROCK CORRECTED TEST RESULTS UNCORRECTED Maximum dry density = 143 pcf 140.5 pcf Optimum moisture = 7 % 7.5 % ified point SATURATION CURVES SPEC. GRAy. EQUAL TO: 2.8 2.7 2.6 HAD I I DAVIS I -I No.59908 1 1 \ \ Exp. 12/31/05 NgFCAL' \ Plate TESTING ENGINEER U fl' S COMPACTION TEST REPORT Project No.: 46703 Date: 9/30/04 Project: Rancho Santa Fe North Realignment and Widening Location: AREA 5 STOCKPILE Elev./Depth: Remarks: TESD NO. 13423 MATERIAL DESCRIPTION Description: GRAY-BROWN CLASS 2 BASE AGGREGATE Classifications - USCS: AASHTO: Nat. Moist. = Sp.G. = Liquid Limit = Plasticity Index = % > 314 in. = 4% % < No.200 = 8.6 % TEST RESULTS UCL I100 140 130 120 110 Maximum Optimum dry 90 —i moisture density = 139.5 pcf = 6.5 % Test specification: TM D 1557-91 Procedure C Modified 100% SATURATION CURVES FOR SPEC. GRAy. EQUAL TO. H = = = =41 - - 8 70 0 5 10 15 20 25 30 35 40 Water content, % Plate TESTINt ENGINFFRS 8587155810 TESTING ENGINEERS SD Testing Engineers-San Diego, c. 7895 Convoy Court, Suite 18, San Diego, CA. 92111 (858] 715-5800 Fax [858] 715-5810 REPORT OF COMPACTION TEST DATA -,~jrel& 4VI A C k A_ ,, ~, - " 0 11P9 - Test Date ..J(,IJt( Page PAGE 47/47 Established 1946 Test ft 3c Motcrlal -Ao Structure J•- Teat Location and Elevation or Depth relative ta,,. - 66 AneA . I EL. PLm 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 m Sanitary Sewer, ST = Storm Sewer, U = Other Utilities, W = Wall Backfill, Sc = Sidewalk, Curb/Gutter, 0 = Other .,. Test 2f Probe Depth (inches) Wet Density (pet) f/ / Dry Density (pci) 41S' 52 Moisture (%) - -- ..-. .••_I_. --..... 4;f-7 MD Curve Number jY i7' Maximum Density (pci) ('/C9 /t? Optimum Moisture Relative Compaction, RC (%) Relative Moisture,RM(%) .-- -.- - Specified RC Specified AM _ Conformance (Yes/No)A49. Nuclear Gauge Model and Serial Number: This report does not relieve the contractor 01 their responsibility for performanr.e in accordance wIth the p a n a , s p e c i f i c a t i o n s 4 d a p p l i c a b l e codes. The contractor is responsible for scheduling retestfnq of reworked areas that have previously f a i l e d t o m e e t s p e c i f i c a t i o n s . See accompanying Daily Report for description of work and 0b50rv3tir05. TESD's Testing Technician: Name: Signature: Clients or Contractor Acknowledgement;Name Signature White- Office Yellow- Contractor Pink-Field Technician - - I 08/81/2003 11:10 8587155818 - TESTING ENGINEERS SD PAGE 45/47 7895 Convoy Court, Suite 18, San Diego, CA. 92111 . Testing Engineers-San Diego, Established 1946 [858] 715-5800 Fax [858] 715-5810 - REPORT OF COMPACTION TEST DATA .. Project Name _ ':rr;:' ___ Project Number 7iO •.. Test Date _O\\~,CO4,._ ageiot_j,.. Chant Teat e Material Structure ( Teat Location and Etovirilon or Depth relative to... - -_T _r.(5_122. 2'ri+z-~)__ - .', Material: S = Soil, AC = Asphalt Concrete, ATB = Asphalt Treated ease, AB = Aggregate Base, CTS = Cement Treated Soil ., . . LTS = Lime Treated Soil. 0 = Other Structure:- P = Pavement Structural Section, F = General Fill. N = Native Soil. WI = Waterline, SS = Sanitary Sewer, ST = Storm Sewer, -; U Other Utilities, W -Wall Backfill, SC 7. Sidewalk, Curb/Gutter, 0 = Other-.--. Test # Probe Depth (inches) Wet Density (pcf) - t'.k(LC) Dry Density (pcf) Moisture (%) Maximum Density (pct) \1 MO Curve Number ' Optimum Moisture (%) Relative Compaction PC ra Relative Moisture, AM (%) Specified PC Specified PM (%) Conformance (Yes/No) . -'p. ,-, it _I. Nuclear Gauge Model and Serial Number This report does not relieve the contractor of their responsibility for performance in accordance with the plans, specifications and applicable codes. The contractor is responsible for scheduling relesting of reworked areas that have previously failed to meet specifications. . Son accompanying Daily Report for description of work and observations. TSD's Testing Technician: . Name: ... . •. -. Signature: .. .. -, Client's or Contractors Acknowledgement: Name - Signature White Office Yellow Contractor Pink Field Technician - . - , . . t.&.. t,• . S. S. - . - Established 1946 08/01/2003 11:10 8587155810 TESTING ENGINEERS SD PAGE 32/47 Project Name Project Number Client Testing Engineers—San Diego, Inc. 7895 Convoy Court, Suite 18, San Diego, CA. 92111 [858] 715-5800 Fax [858] 7155810 REPORT OF COMPACTION TEST DATA ci i4Jn /u Test Oate..4(.4jL1 ._2 /1 tX Page of Test # Material Structure Test Location and Elevation or Depin relative to... /1sA-_.gwL s&j ._5"._1 I J A$tcMI . I 7/111-4 f 7 f/ (4 ft$; .. .L...:T1_ __ .... _1iI±I:E.II /[/,Ag~fj Material; $ m Soil, AC = Asphalt Concrete, ATB = Asphalt Treated Base, AS = 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 $ewer, U = Other Utilities W M Wall Backfill, SC = Sidewalk, Curb/Gutter. 0 = Other Test # -..........___........ f/.57 /i'4 Probe Depth (inches) /t Wet Density (pcf)i/V_ .!el)_ Moisture (%) 'o- . - f/0/3 ............---.--.--...--...___ Maximum Density (pcf) - Optimum Moisture (%) /QT MO Curvo Number Jo -- Relative Compaction, nc Relative Moisture, PM (%) Specified RC (%) Specified PM Conformance (Yes/No) Nuclear Gauge Model and Serial Number: 7 3.-..Jj m S This report does not relieve the contractor of their responsibility for performance in accordance with the T plans, specifications and applicable codes. The Contractor Is responsible for scheduling releflting of reworked areas that have previously failed to m specifications. See accompanying Daily Report for description of work and observations. TESO's Testing Technician: Name: Signature: Client's or Contractors Acknowledgement: Name: .. Signature: ... . ....... White- Office Yellow- Contractor Pink- Field Technician 08/81/2003 11:10 8587155818 TESTING ENGINEERS SD PAGE 31/47 UPj;) Testuig Engineers-San Diego, c. 7895 Convoy Court, Suite 18, San Diego, CA. 92111 [8581 715-5800 Fax [855] 715-5810 Established 1946 REPORT OF COMPACTION TEST DATA Project Name Project Number 3 - Test Date _S/ ./L.,.21O? ' Page_. of Client Test C MatrI3I Structure [ Test Loc3liOn and Elevation or Depth relative to... - LJ (L â&OQ' /_.L4Zt 7I'7!3 So Material: S = Soil, AC - Asphalt Concrete. ATB = Asphalt Treated Base, AS = Aggregate Base, Cl'S = 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 Wail Backfill, SC = Sidewalk, Curb/Gutter, 0 = Other S-k. 239 -F0O T7 SFAI J\J. Test st Probe Depth (inches) Wet Density (pcf) Dry Density (pcf) moisture CD MD Curve Number Optimum Moisture - -s-- Marnum Den sfiy(pcf) Relative Compaction, PC (%) 9' Relative Moisture. PM Specified RC(%) Specified RM Contormance(Yes/No) - f2S (4.5 t.fr5 t/t J\LL JL Nuclear Gauge Model and Serial Number . %/' 57 rmance ri accordance witt/the plans, specificetioni and applicable This report does not relieve the contractor of their rosponsibll codes. The contractor is responsible for scheduling retesting of reworked areas that have previously failed to meet See accompanying Daily Report for description of work and observations. TESO's Testing Technician: Name: 7 $it_ Signature: Client's or Contractor's Acknowledgement: Name: Signature: White- Office Yellow- Contractor Pink- Field Technician 8587155810 TESTING ENGINEERS SD 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 P , JJA i/w Lkfr723 Test Date ,3_ Pageo2 PAGE 29/47 Established 1946 Test # Mater?? - Structure 'TOst Location and Elevtiop or Depth relative SO.,, M s F oLs. ........... ..,c1 JIA.........?JpA. 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 a 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 ft - Probe Depth (riches) -- -- - J Wet Density (pci) Dry Density (pcf) MOisture -- MD Curve Number Optimum Moisture (%) Maximum Density (pcI) Relative Compaction, RC (%) Relative Moisture, FIM Specified FIC (%) ........_. 170 .. . Specified PM ___ Conformance (Yes/No) J\I C A. Ifo. Client's or Contractor's Acknowledgement: Name: Signature: White- Office how- Contractor Ink- Field Technician Nuclear Gauge Model and Serial Number; .... Dilfl" ' This report does not relieve the contractor of their responsibility for performance in accordance with the plans. Jpeciflcatlons and app1cabIe codes. The contractor Is responsiblp for scheduling retesting of reworked areas that have previously failed to Sec accompanying Daily Report for description of work and observations TESDS Testing Technian: Name Signare: 08/01/2003 11:10 8587155810 TESTING ENGINEERS SD PAGE 27/47 Testing Engineers-San Diego, Inc. Established 1946 7895 Convoy Court, Suite IS, San Diego, CA. 92111 [858] 715-5800 Fax (858) 715-5810 REPORT OF COMPACTION TEST DATA Project __ ject Name _V/\4)S&[a, 4/ Al. A/S'/ Project Number c1/.70 Test Date _.J IA 5' 22o3 Page. ..-o Client c:' P[ V .. ... Test l Material Structure Test Location ana Elevation or Depth relative to... ca, xx floi £S:1tcj/. cSIT b JJ-_i. 21d4L 5LiL-' Z7°° c-/LhI? L274dSe/ (I 1ii_11Q E.......LL L ' S_ Material: S = Soil. AC = Asphalt Concrete. ATS = Asphalt Treated Base. AS = Aggregate Base, cr8 = Cement Treated Soil ITS = Lime Treated Soil 0 = Other Structure: P = Pavement Structural Section, F = General Fill, N - Native Soil. Wi. = Waterline, SS = Sanitary Sewer, ST = Storm Sewer, U = Other Utilities, W = Wall Backfill. SC = Sidewalk, Curb/Gutter. 0 = Other Probe Depth (inches)s.. Test N. 2J . Dryoenstty(pct) . Moisture (%) 4) // Wet Density pct) , 79 // MD Curve Number Optimum Moisture (%) / i / M2XiMUM Density (pd) ft Relative Compaction, RC (%) 5 y•7• 97 7 9 Relative Moisture, PM SpecificdRC(%) Specified PM Conformance (Yes/No) ' A1 Nuclear Gauge Model and Serial Number:. /_ 1-'3WJ(.3_71 This report does not relieve the contractor of their responsibility for perfoi4riance in accordance with thIplans, specifications (and applicable codes. The contractor is respenSible for scheduling retasling of reworked areas that have previously tailed to meet specifications. See accompanying Daily Report for description of work and observations. TESO's Testing Technician: Name: li v41tLQ.L... Signature: ... _///_•( Client's or Contractor's Acknowledgement: Name - - - Signature White- Office Yellow- Contractor Pink- Field Technician 08/01/2003 11:10 8587155810 TESTING ENGINEERS SD PAGE 25/47 Testing Engineers-San Diego, Inc. Established 1946 7895 Convoy Court, Suite 18, San Diego, CA. 92111 [8581 715-5800 Fax [858] 715-5810 REPORT OF COMPACTION TEST DATA Project Name t2zd'2pjZ1 Project Number _.'73 Test Date Page of Client Structure Test Location and Elevation or Depth relative to... OeW#Material fJ14 S/#S__i7H-adJ5 .............. .. I. ..-.-.- _ Material: Structure: S = Soil, AC = Asphalt Concrete, ATB n Asphalt Treated Base, AS r Aggregate Base. CTS = Cement Treated Soil ITS" Lime Treated Sall, 0 = Other P = Pavement Structural Section, F = General Fill, N = Native Soil, WL = Waterline, SS Sanitary Sewer, ST = Storm Sewer, U = Other Utilities, W = Well Backfill, SC = Sidewalk, Curb/Gutter, 0 = Other Test *1 Probe Depth (inches) zc Wet Density (pci) _______. ........- Dry Density (pd) Moisture t Maximum Density (pet) Optimum Moisture /5> MDCurveNumber . /50 19 Moisture Relative Compaction, FIC (%) 9j Relative Moisture, PM Specified FIC .......... . .3 __ ... - Specified PM Conformance (Yes/No) I('C2 Lf.P.S Nuclear Gauge Model and Serial - This rcprt does not relieve the. contractor of their responsibility for perl6rnance in accordance with two plans. specifications and applicable codes. The contractor is responsible for scheduling retesting of reworked areas that have previously failed to meet-Wecificapons. ¼! See accompanying Daily Report for description of work and observations ThSD's Testing Technician; Name: /(S4W i712:i Signature: Client's or Contractor's Acknowledgement: Name: White- Office Yellow- Contractor k- Field Technician Testing Engineers-SahDiego, Inc. Established .1946 7895 Convoy Court, Suite 18, San Diego, CA 92111 [858] 715-5800..Fax [858] 715-5810 1-2 REPORT OF COMPACTION TESTDATA Project Name E1 4trIic ,/w Project Number 967273 Test Date___J11iy a.7.~' .7t7 Page of Client t/ Test # Material Structure Test Location and Elevation or Depth relative to... zpa 5 [ or QtcY? 717 ., ' F pi iS.fH. /7â.-ii Cpc/ Material: . S = Soil, AC = Asphalt Concrete, ATB Asphalt Treated Base, AB = Aggregate Base, CTS= Cement Treated Soil LTS= Lime Treated Soil, O=Other S . . 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 . Te4# . ZR f? 211 Probe Depth (inches) . . Wet Density. (pcf) 2 Dry Density (pcf)' Moisture (%) /D if h MD Curve Number Maximum Density (pcf) /, /0 /30 /. 0 Optimum Moisture (%) . /2 / O / 2 Relative Compaction, AC Relative Moisture, RM (%) Specified RC (%) Specified PM (%) lze--L Conformance (Yes/No)4-9c- Nuclear Gauge Model and Serial Number:'/fZ)(1e-f This report does not relieve the contractor of their responsibility, for perf6rnance in accordance with tl'e plans, specifications and applicable codes. The contractor is responsible for scheduling retesting of reworked areas that have-previously failed to met- ecifica ons. See accompanying Daily Report for description of work and observations.. Ak A TESDsTestingTechnician Name . h73 / - S Signature Client's or Contractor's Acknowledgement: Name: / )-') (c'Signature: White- Office Yellow- Contractor ink- Field Technician Project Name Project Number Client Testing Engineérs-SanDiego, Inc. 7895: Convoy Court, Suite 18, San Diego, CA. 92111 [858] 715-5800 Fax [858] 715-5810 REPORT OF COMPACTION TEST DATA A/. Established 1946 44x703 Test Date __ Pageof C i f C1hQ Test # Material Structure Test Location and Elevation or Depth relative to... 2 3 F Md b5 AI ,9 . 0 (r- A l F Aug Q11 (41 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 .......-.. Te'# Probe Depth (inches) Wet Density (pcf) Dry Density (pcf) Moisture MD Curve Number / L/ Maximum Density (pcf) Optimum Moisture (%) Relative Compaction, RC Relative Moisture, RM (%) Specified RC (%) '9 p Specified RM (%) Conformance (Yes/No) (fe c J qe J Nuclear Gauge Model and Serial Number: 1T L)I.Q_r 3-fl f-t7f 1755 L/121S- .2fl This report does not relieve the contractor of their responsibility for performce in accordance with thetplans, specifications codes. The contractor is responsible for scheduling retesting of reworked areas that have previously failed toeerecfica See accompanying Daily Report for description of work and observations. - CAL4 A-, TESD's Testing Technician. Name: IV71D1 T) e Signature: I Client's or Contractor's Acknowledgement: Name: Signature: applicable White- Office Yellow- Contractor.. Pink- Field Technician Page _2.. of Testing En..g'mneers-San Diego, Inc. Established 1946 7895 ConvCoUtSuitê 18, San Diego, CA. 92111 [8s8Dç558PO Fax [858] 115-5810 REPORT OF COMPACTION TEST DATA Project Name Project 4umber Clietit. Test # Material Structure Test Location andElevation or Depth relative to... , - /(k:, 11 11 SrM 5 L_[ 'so 617 /q? / 4I , L. 416 /L It /fA11 Material: S, Soil, AC = Asphalt Concrete, ATB = Asphalt Treated Base, AB = Aggregate Base, CTS = Cement Treated Soil LTS = Lime Treated Soil, 0 = Other Strture: P = Pavement Structural Section, F = General Fill, N = Native Soil, WL = Waterline, SS = Sanitary Sewer, ST = Storm Sewer, f U = Other Utilties, W = Wall Backfill, SC = Sidewalk, Curb/Gutter, 0 = Other Test # . /9 /QL /q I q6A "-f F /q7 O / ' Probe Depth (inches) _ ? Wet Density (pci) g/2 4'I 1qh: /yç 44 Z- Dry Density (pcf) . /;/9 /)?/ /fl / 131-14 Moisture (%) fl12 MD Curve Number . Maximum Density (pci) Optimum Moisture () Relative Compaction, RC (%) 90 go 9'- Relative Moisture, RM Specified RC(%) Spedified RM (%) .... Conformance (Yes/No) Nuclear Gauge Model and Serial Number: i I O'4JT 45U (.j;7j '/2.5 i)I/i)S JThi$rèport does not relieve the contractor of their responsibility for performalice in accordance with theplans, speifications and applicable codes. The contractor is responsible for scheduling retestig of reworked areas that have previously failed to meet-specifications., See accompanying Daily Report for description of work and observations TESDs Testing Technician Name f\e.S Signature Clients or Contractors Acknowledgement' t Name . Signature White- Office T. . - Yellow- Contractor. .- . ' Pink- Field Technician Testing EngineersSan Diego, Inc. Established 1946 7895 Convoy Court, Suite 18, San Diégó, CA. 92111 [858] 715-5800 Fax [858] 715-5810 REPORT OF COMPACTION TEST DATA - Project Name /k1 C 1 cSC-i10 / Re! f/ Project Number Test Date _J(i/çl 3/7.2c213 Page 0t3. Client C'i' 2f Ccc/.sk'frd Test # Material Structure Test Location and Elevation or Depth relative to... 2W S F m /ci /a,, e, - /73/a2 ,9TS s. q7 s. /7Hi) , KfLiLbQceç1 . /' /Af S. /Y lo i. S. / ? a / k' 1.4 Material: S = Soil, AC = Asphalt Concrete, ATB Asphalt Treated Base, AB = Aggregate Base, CTS = Cement Treated Soil LTS = Lime Treated Soil, 0 = Other.____________________________________________________________________ . - StructUrgi 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 tc -k, - S - •0 Tst # Probe Depth (inches) 8 Wet Density (pcf) Dry Density (pcf) Moiture (%) ,7L/ ç (7 < MD Curve Number . Maximum Density (pcf) J5/ç ,'s i;y- Optimum Moisture(%) Relative Compaction, AC Relative Moisture, AM (%) Specified RC(%) Specified AM (%) Conformance (Yes/No) Nuclear Gauge Model and Senal Number:12s/ii This report does not relieve the contractor of their responsibility for perforn{ance in accordance with the plans, specificati6ns and applicable codes. The contractor is responsible for scheduling retesting of reworked areas that have previously failed to meet specifications. See accompanying Daily Report for description of work and observations. TESD's Testing Technician: Name: AID JA i AQ Signature ) Q9 Client's or Contractors Acknowledgement: Name: 7 h" .. Signature: White- Office Yellow- Contractor Pink- Field Technician Esab1ished 1946 'ESO Project Name Project Number Client 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 C1I? J1II9 /7t,ci ,44i7'X fii€ /b7O3 Test Date_jUf ..20t23' Pageof.' S Chi OF c:4r/sbacl Test # Material Structure Test Location and Elevation or Depth relative to... /52 S ST ,i?S 5/crrn i)i •io 5- )53m /53 S 5T / sq Sr D / Sr /crA/- S L - /& o €-E 1 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 U = Other Utilities, W = Wall Backfill, SC = Sidewalk, Curb/Gutter, 0 = Other t P-i; = P c. (,a c/ -/?T - o1TC1 L Test# __'•___ ::; ___ ___ Probe Depth (inches) S Wet Density (pd) /53• /5f) 15c /ç'9 Dry Density (pcf) /3:/ _____ çi/, ____ ____ ____ _____ ____ Moisture (%) MD Curve Number - Maximum Density.(pcf Optimum Moisture Relative Compaction, AC (%) J7 ci 7 97 Relative Moisture, AM Specified AC 175 615 gç %ç- Specified AM Conformance (Yes/No) Nuclear Gauge Model and Serial Number: This report does not relieve the contractor of their responsibility for performare in accordance with the pins, specifications and applicable codes. The contractor is responsible for scheduling retesting of reworked areas that have previously failed toamedations. See accompanying Daily Report for description of work and observations. 7 TESD's Testing Technician: Name: A.S./c JcS..S Signature,— Client's or Contractors Acknowledgement Name /t-" Signature - White- Office - Yellow-Contractor (!Pink- Fielb Technician 08/01/2003 14:42 cESb 8587155810 TESTING ENGINEERS SD PAGE 02/02 Test(q Engineers-San Diego, I1n. Established 1946 7895 Convoy Court, Suite 18, San Diego, CA. 92111 [858] 715-5800 Fax 8581 715-5810 REPORT OF COMPACTION TEST DATA Project Name 1C&fi(1 '"- I Project Number '(7O ' .. - Test Date Page of Client I ibsi C I Material StTucture Test Location and wevation or Depth relative to... FJ Material: S = Soil, AC = Asphalt Concrete, AiB = Asphalt Treated Base, AS = Aggregatd Base, CI'S Cement Treated Soil ITS = Lime Treated SoIl, 0 a Other Structure; P Pavement Structural Section, F General Fill, N Native Soil, WL = Waterline, 5$ = Sanitary Sewer, ST = Storm Sewer, U Other Utilities, W = Wall Backfill, SC = Sidewalk, Curb/Gutter, 0 a Other Nuclear Gauge Model and Serial Number: I I_4L1fi,)4k/(t)I 1 .D2 ti-/)/I'M I2/1J(-'-' - This report does not relieve the contractor of their responsibility for perrmance in accordance with the plans, speciflcOns and applicable codes. The contractor Is responsible for 5chadUllflg retesting of reworked ereas that have previously failed to mee (ionS. See accompanying Daily Report for description of work and observations. TESO's Testing Technician: Name: ?451f') 4mI' Signature: Client's or Contractor's Acknowledgement: Name: _.,_ Signature: White- Office Yellow- Contractor Pink- Field Technician Project Name Project Number Client Tes g Engineers-San Diego, 0., Established 1946 7895 Convoy Court, Suite 18, San Diego, CA. 92111 [858] 715-5800 Fax: (858] 715-5810 REPORT OF COMPACTION TEST DATA 4/ 3, Test Date Page of Test # Material Structure Test Location and Elevation or Depth relative to... C 3' F wi r. ir 7ccj c& A S 92J ci/J 24 ~ F ,e1/ f oJi " 3 F A1,-,1111----,J . ftrc -c. Is 1 F 'R / ç F F" A/4d /OWL,,mi c S F 1cf \ / Material: S.= Soil, AC = Asphalt Concrete, ATB = Asphalt Treated Base, AB = A gre ate Base, CTS = Cement Treated Soil LTS = Lime Treated Soil, 'O = 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 -12 I çj ... / . Test #. . 30 Probe Depth (inches) 7ç 11A . . $'••' . . Wet Density(pcf) . — /&- f/7 /qç' /J7 ,/y Dry Density';(pcf). / /t? /ç Moisture (%) . ,/1 /3' 2z MD Curve Number Maximum Density (pcf) / Optimum Moisture (%) / . _/c,_ c c ,i Relative Compaction, RC(%) Relative Moisture, RM (%) Specified RC(%) gc Qc 9c 9ç 9)ç ?s 9c ?C:. 9.c Specified AM (%) Conformance (Yes/No) 9c (' Ly4 1'2-( 4"e-( ç . 'f Nuclear Gauge Model and Serial Number: //Qec 3 4//F/1/ 7I33 z7 This report does not relieve the contractor of their responsibility for perf6mance in accordance witI the plans, specificaons and applicable codes. The contractor is responsible for scheduling retesting of reworked areas that have previously failed to meet s ecificati'ons.. See accompanying Daily Report for description of work and'observatio'ns. TESD's Testing Technician: Name: 'J 'e! Signature: Client's or Contractor's Acknowledgement:. . Name: ' ' . Signature White- Office '.---.--7 Ye ow- Contractor ( ' , Pink- Field'Technician Testing Engiheers-San Diego, Inc. Established 1946 7895 Convoy Court, Suite 18, San Diego, CA 92111 - - [858] 715-5800 Fax [858] 715-5810 1061;94 ..,.. REPORT OF COMPACTION TEST DATA Project Name 2c1l2 Q/ é// Project Number 3 - Test Date//%Z'(4,;&W14 Page of Client 4ATq Test # Material Structure Test Lócatipri and Elevation or Depth relative to... 3/b S f '±)SF)9' /7c,,LQI. e7L))ef; s. Q, r (4J4 /f7 /rn&/9/7aQ /& 3( S F bjie, 1i (/2c/f'a Ici* *.. \&Q4-D. Test# . . ./O 3/1 /Z 3/4 /S /h Probe Depth (inches) . . _• ? . . _______ ,p if- S . Wet Density (pcf) Dry Density (pcf) Moisture (%) MD Curve Number . L( 1 Maximum Density (pcf) Optimum Moisture (%) /9gr /O Relative Compaction, RC Relative Moisture, RM (%) / 1 Specified RC Specified RM Conformance(Yes/No) 1/Q.( (ft( 9/ei %' yej Nuclear Gauge Model and Serial Number:' 3 This report does not relieve the contractor of their responsibility for performance in accordance with the plans, specificatioi{s and applicable codes. The contractor is responsible for scheduling retesting of reworked areas that have previously failed to meet .specifi ations. See accompanying Daily Report for description of work and observations. / TESD s Testing Technician Name A Signature Client's or Contractor's Acknowledgement:. Name: / '-'-' '-' ( '"----- Signature: .. White- Office . Yellow-- Contractor ink- Field Technician . Material: S = Soil, AC = Asphalt Concrete, ATB = Asphalt Treated Base, AB = Aggregate Base, CTS = Cement Treated Soil LTS = Lime Treated Soil, 0 = Other S Structure P =Pavement Structural Section F =General Fill N =Native Soil WL = Waterline SS = Sanitary Sewer ST = Storm Sewer, = Other Utilities, W =Wall Backfill, SC = Sidewalk, Curb/Gutter, 0 = Other .. 3-9 Established 1946 Test # Probe Depth (inches) Wet-Density (pcf) 0 ,• /f fsc ___ r Dry Density.(pcf) Moisture (%) 61F ; /4-' /g /z27 MD Curve Number /,7 £/ Maximum Density (pcf) /'7' /q72- /g? Optimum Moisture (%) 5 5 Relative; Compaction, RC (%) ç 17 Relative. Moisture, RM q r Specified RC (%) /57 qç ç 'ç ç 9 C Specified RM (%) Conformance (Yes/No) Project Name Project Number Client .c.. Test g 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 Test # Material Structure Test Location and Elevation or Depth rfe to . 30 4L3 F' iS/5f 1 Q- 503 P Pc34op.5f S5 J/a. ( ,t 3'13 5 E //p762i h /t%t ?- 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 ) Nuclear Gauge Model and Serial Number: This report does not relieve the contractor of their responsibility for prf&mance in aàordance 4th the, plans, specifications and applicable codes. The contractor is responsible for scheduling retesting of leworked areas that have previously failed to mee spe •fications. See accompanying Daily Report for description of work and obs'ëivátions. TESD's Testing Technician: Name: . Signature: ' Client's or Contractor's Acknowledgement: Name:' signatue: -. White- Office . Yellow- 'Contractor 'nk- Field Technician Testing Engineers-San Diego, Inc. Established 1946 7895 Convoy Court, Suite 18, San Diego, CA. 92111 [858] 715-580O 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... /4 S $7 'ip —_S, i)L '-i '5) <-T Sim co I S ST p7[) f /ipp Material: S = Soil, AC = Asphalt Concrete, ATB = Asph'alt 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 31A .J D_(.2/(/TS/)2Q 41/ 0]' /3) Test# Probe Depth (inches) Wet Density (pcf) Dry Density (pcf) //2- Moisture (%)' sx MD Curve Number Maximum Density (pdf Optimum 4stre,() Rativ6bmpactioC Relative Moijure, v1 (%)/ 1 Specified RC ) / Specified RM (.%) . Conformance (\e''sINo) Nuclear Gauge Model and Serial N/nber:' 7 1D( ,Q-f 3 ./ I I/ 73 1/,w1 2//2/ qk, 1 This report does not relieve theóntractor of their responsibility for perfotnance in accordance with the plans, specifications and applicable codes. The contractor is responsible for scheduling retesting of reworked areas that have previously f See accompanying Daily Report for description of work and observations. TESD's Testing Technician: Name: ,11'yl ?' l /r1)J.- Signature: Client's or Contractor's Acknowledgement: Name: Signature: White- Office Yellow- Contractor - Pink- Field Technician 145 140 135 120 115 110 COMPACTION TEST REPORT Project No.: 46703 Project: Rancho Santa Fe North Realignment and Widening Location: Belt of on-site crusher Elev./Depth: Remarks: TESD Lab No. 11577 MATERIAL DESCRIPTION Description: 1-1/2" Class 2 aggregate base Classifications - USCS: AASHTO: Nat. Moist. = Sp.G. = Liquid Limit = Plasticity Index = %>314 in. 10% %<No.200= 7.6% Date: 3/25 ROCK CORRECTED TEST RESULTS UNCORRECTED Maximum dry density = 143 pcf Optimum moisture = 7 % 140.5 pcf 7.5 % ified point SATURATION CURVES SPEC. GRAy. EQUAL TO: 2.8. 2.7 - 2.6 01 A00 I DAVIS * No. 59908 Exp. 12/31/05 * CIVIL Plate TESTING ENGINE COMPACTION TEST REPORT Curve No.: 15 Project No.: SD89583 Date: 3/31/06 Project: Carlsbad - Rancho Santa FeAgua Dulce Ct Consulting Location: Native Material @ Elevation 280 Elev./Depth: Remarks: TESD NO. 16951 MATERIAL DESCRIPTION Description: Classifications- USCS: ML AASHTO: Nat Moist = Sp.G. = 2.55 Liquid Limit= Plasticity Index = %> No.4 = 4.6 % % < No.200 = 64.3 % TEST RESULTS CL C V 140 = - 120 — Maximum Optimum dry 100-- moisture density = 119 pcf 13 % Test specification: ASTM D 1557-91 Procedure A Modified t- s •. 100% SATURATION CURVES II - FOR SPEC. GRAV EQUAL TO: - 28 11111 27 s - 26 - - S --- -- = = = = = S - — 130—--- ---; liii Iii III -- 110=:::::: - 90 - -- 8 — - - S --- - -- - C--- - - ± E 70 0 5 10 15 20 25 30 35 40 Water content, % Plate ______TSTIM( FM(IPJFRS____________________________________ COMPACTION TEST REPORT Curve No.: 17 Project No.: SD89583 Date: 6/8/06 Project: Carlsbad - Rancho Santa FeAgua Dulce Ct Consulting Location: On-site Stockpile of Native Material, Sample 17 Elev./Depth: Remarks: TESD NO. 17475 MATERIAL DESCRIPTION Description: Light Brown Sandy silt Classifications - USCS: ML A.ASHTO: Nat. Moist. = Sp.G. = 2.50 Liquid Limit = Plasticity Index = %>No.4 1.5% %<No.200 59.5% TEST RESULTS Maximum dry density = 116.5 pcf Optimum moisture = 13.5 % 140 130 90 Test specification: ASTM D 1557-91 Procedure A Modified ç 100% SATURATION CURVES ' FOR SPEC. GRAy. EQUAL TO: 28 2.7 2.6 _ = = == = = = = = = = = - - - S 1111111111 -- S 11111 = = = - - - - -- - - - - --- - - - IIIIIIIiii ç \ --- -- 120-- 'kiio-- -- - - - 100 --- = = = = = = = = 11111 11111 - - - - -- -- -- 80 - - - 70 0 5 10 15 20 25 30 35 40 Water content, % Plate TESTIN( FN(IWFFRS COMPACTION TEST REPORT Curve No.: 19 Project No.: SD89583 Date: 6/22/06 Project: Carlsbad - Rancho Santa FeAgua Dulce Ct Consulting Location: Blackrail Street & Songbird Ave, Sample #19 Elev./Depth: Remarks: NO. 0006 MATERIAL DESCRIPTION Description: Reddish-Brown Silty sand Classifications - USCS: SM AASHTO: Nat. Moist. = Sp.G. = 2.59 Liquid Limit Plasticity Index = %>No.4 0.0% %<No.200 = 21.1% TEST RESULTS CL 140 :i 90 100 --- = Maximum Optimum thy moisture density = 126 pcf = 11 % s, Test specification: - ASTM D 1557-91 Procedure A Modified - 100%SATuRATiONCURVES 2.8 :::1 FOR SPEC. GRAV. EQUAL TO: 2.7 2.6 - = = = = ' , S - -130 -- 1IIIIiiiIIi.! --- --------- 80 - - =L = =1= == = = = = = = L 25 = = = + = = = 70 0 5 10 15 20 30 35 40 Water content, % Plate TFTIW( FN(IWFFR____________________________________ COMPACTION TEST REPORT Curve No.: 18 Project No.: SD89583 Date: 6/19/06 Project: Carlsbad - Rancho Santa FeAgua Dulce Ct Consulting Location: 3' HIGH GRADE @ FCI SITE, SAMPLE #18 Elev./Depth: Remarks: TESD NO. 17552 MATERIAL DESCRIPTION Description: Red Silty sand with gravel Classifications - USCS: SM AASHTO: Nat. Moist. = - Sp.G. = 2.58 Liquid Limit = Plasticity Index = %> 3/8 in. = 17.9 % % < No.200 = 25.8 % TEST RESULTS Maximum dry density = 129 pcf Optimum moisture = 8.5 % 140 = = = = = = . Test specification: - -S - ASTM D 1557-91 Procedure B Modified - 130 -' - - 400,1 - - 100% SATURATION CURVES - FOR SPEC. GRAy. EQUAL TO: --- 28 27 a 120-N. --- Siio 26 100 90 I - -- --- S - - -- 80 --- 70 ---1 - - - - - o 5 10 15 20 25 30 35 40 Water content, % Plate TESTING ENGINEERS COMPACTION TEST REPORT Curve No.: 20 Project No.: SD89583 Date: 8/1/06 Project: Carlsbad - Rancho Santa FeAgua Dulce Ct Consulting Location: Old Rancho Santa Fe Rd Sub-base, Sample #20 Elev./Depth: Remarks: 921 MATERIAL DESCRIPTION Description: Tannish-Brown Silty sand with gravel Classifications - USCS: SM AASHTO: Nat. Moist. = Sp.G. = 2.62 Liquid Limit = Plasticity Index = %> 314 in. = 12.5 % % < No.200 = 19.8 % TEST RESULTS CL 140 90 — = II Maximum Optimum dry moisture density = 135.5 pcf = 8 % Test specification: ASTM D 1557-91 Procedure C Modified 100% SATURATION CURVES liii FOR SPEC. GRAV. EQUAL TO: - 2.8 = = = = = \L3J\ 130———————— -+ 120-- III 11111 80 -11- 70 0 5 10 15 20 25 30 35 40 Water content, % Plate FTIIJ( FPJ( INFFR___________________________________ 150 140 130 110 100 COMPACTION TEST REPORT Curve No.: 23 Project No.: 089583 Date: 11/22/06 Project: Carlsbad - RSF Road Slide Location: Stockpile, Cl 2 Base, Hanson San Marcos, #23 Elev./Depth: Remarks: 2259 MATERIAL DESCRIPTION Description: Gray Silty sand with gravel Classifications - USCS: SM AASHTO: Nat. Moist. = Sp.G. = 2.70 Liquid Limit = Plasticity Index = %> 314 in. = 4.3 % % < No.200 = 12.5 % TEST RESULTS Maximum dry density = 144 pcf Optimum moisture = 6 % Water content, % I Plate TESTING ENGINEERS .. - COMPACTION TEST REPORT Curve No.: 23 Project No.: SD89583 Project: Carlsbad - Rancho Santa FeAgua Dulce Ct Consulting Location: Pedestrial/Bike Path & Utility Access Rd, #23 Elev./Depth: Remarks: 2296 Date: 12/6/06 Description: Brownish-Gray Base Classifications - USCS: Nat. Moist. = Liquid Limit = %>314in. % MATERIAL DESCRIPTION AASHTO: Sp.G.= 2.60 Plasticity Index = % < No.200 = TEST RESULTS Maximum dry density = 142.5 pcf Optimum moisture = 5 % 150 Test specification: ASTM D 1557-91 Procedure C Modified 130 1 Ism a • ____ _________ 100% SATURATION CURVES FOR SPEC. GRAy. EQUAL TO: 2.8 2.7 - 2.6 TIM, ig Engi neers-San Diego; c. 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 LLic U NA LJ- 1J, WLAVOI Project Number 9' 70 Test Date i... Page j. of Client Test # Material 'I Structure Test Location and Elevation or Depth relative to... r kALUol Lt",J 4 '- 1k P 11 6 5 6% k M p i-.-- PkJ L [L $L4 1 $ O f$, 4 4t 1' P41 ( 1'4G(1U t 5jia ?-31+7', cx)' t5 4 (rf Ax,P rh1- çoc ,. i$ I 0f.4_, P L1, '4 D2f t7 r G Qf f A-c P h4L,-tt 1t,. t., L5iT. '$c lift I Ac ' ns4jzsf, LrM', 4'ç -9- +7$, 4eIit)Eor 6S- tc& P tt f 0 t$\Wi j- -1 '5 0. Material: Structure: S = Soil, AC = Asphalt Concrete, ATB = Asphalt Treated Base, AB = Aggregate Base, CTS = Cement Treated Soil LTS = Lime Treated Soil, 0 = Other P = Pavement Structural Section, F = General Fill, N = Native Soil, WL = Waterline, SS = Sanitary Sewer, ST = Storm Sewer, U = Other Utilities, W = Wall Backfill, SC = Sidewalk, Curb/Gutter, 0 = Other Test# -. 6f 3 1-t 6't6 'ri k±i 1 69l i6. :( Probe Depth (inches) Wet Density (pcf) (till 1 11ml i ll,12.7 Dry Density (pci) - Moisture MD Curve Number Maximum Density (pc Optimum Moisture (%) -.'-- Relative Compaction, RC (%) iI1 5I 7i Relative Moisture, RM (%) Specified RC (%) Specified RM (%) Conformance (Yes/No) Nuclear Gauge Model and Serial Number: This report does not relieve the contractor of their responsibility for p e r f o r m a n c e , i n a c c o r d a n c e w i t h the lans, specifications and applicable. codes. The contractor is responsible for scheduling retesting of reworked are a s t h a t h a v e p r e v i o u s l y f a i l 4 J t o m e e t s p e c i f i c a t i o n s . See accompanying Daily Report for description of work and observation s . ' TFSD s Testing Technician Name -- Signature Client's or Contractor's Acknowledgement: Name: Ar,4alk Signature: White- 'Office Yellow- Contractor Pink- Field Technician specifications and applicable .meet specifications. - Te ng Engineers-San Diego, e. Established 1946 7895 Convoy Court, Suite 18, San Diego, CA. 92111 [858] 715-5800 Fax [858] 715-5810 REPQRT OF COMPACTION TEST DATA .i—. I Test Date J2. Page of_... Test # Material Structure Test Location and Elevation or Depth relative to... - 65* oil— G" ç;cP F RAL L4 Cf Gs& ftC r 5 \A.l $1 irj lAA4r1 4W / 6 1 '° ' Ut ,- 4, e -i-° ' A & r LII Tat' L. a-o -i4o gc- 4. tS c ciut vt i4- ,k-iiTt r . 6L hifiT - f-c ? Cr_ 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 # - Tr Probe Depth (inches) NEWPOPR _Optimum Moisture ________________ Compaction, RC (%) Relative Relative __________________ . Specif Specified ied RC __________ Nuclear Gauge .Model and Serial Number: This report does not relieve the contractor of their responsibility for performance in accord a n c e w i t h t h e codes. The contractor is responsible for scheduling retesting of reworked areas that hav e p r e v i o u s l y f a i See accompanying Daily Report for 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 i COMPACTION TEST REPORT Project No.: 46703 Project: Rancho Santa Fe North Realignment and Widening Location: On site crusher Elev./Depth: Remarks: TESD Lab No. 11591 Date: 3/29/04 MATERIAL DESCRIPTION Description: 1-1/2 Class 2 Aggregate Base Classifications - USCS: AASHTO: Nat; Moist. = Sp.G. = Liquid Limit = Plasticity Index = %>3/41n.= 21.8% %<No.200= ROCK CORRECTED TEST RESULTS UNCORRECTED Maximum dry density = 148.5 pcf Optimum moisture = 5 % 143 pcf 6.5% 125 120 115 5 10 150 [I 145 140 130 Lion: .91 Procedure C Modified ction applied to each point 100% SATURATION CURVES FOR SPEC. GRAy. EQUAL TO: 2.8 2.7 2.6 15 Waterd ent, % Plate -TESTING E INEERS