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Home My WebLink About3603; EL CAMINO REAL AND ORION STREET; REPORT OF COMPACTION TEST DATA;/ UW Client Testing Engineers-San Diego, Inc. Established 1946 7895Convoy Court, Suite 18, San Diego, CA. 92111 [858] 715-5800 Fax [858] 715-5810 Project Name Project Number REPORT OF COMPACTION TEST DATA El 00 0 / ' 12 Test Date - Page of Test # Material Structure Test Location and Elevation or Depth relative to... Aci :: 71 14i dyt? J. I 2t5' dctSO 34S ' I C(f. .1 •-i-So 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 Te1#. . 3 7(, 7 77 '33Q' .? 74 14 6 / "+ 's Probe Depth (inches) ) /1 -_ _______ _______ . . ••••• ____•___ _ Wet Density (pcf) Pry Density (pcf) S'3''.1 . 14I, /7 I.A i31 14 )402 /7 iYJ2 Moisture (%) MD Curve Number Maximum Density (pcf) Optimum Moisture (%) Relative Compaction, RC Relative Moisture, RM (%) Specified RC ci' 5 Specified RM : WA Conformance (Yes/No) . S Nuclear Gauge Model and Serial Number: ir '&'i 9LJ(? —i:; dç e. 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: / 41\o j-,'J M.'i ly/ Signature: Client's or Contrator's Acknowledgement: Name: Signature: White- Office : Yellow-. Contractor S 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 . j C4 /4'1p Project Number d Test Date ' - Page of Client Test # Material Structure Test Location and Elevation or Depth relative to.....f 31L, At.. 4) 01 - -, 535 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, U = Other Utilities, W = Wall Backfill, SC = Sidewalk, Curb/Gutter, 0 = Other Test# 347 7I/0 )f 7f Jf f3 74 9x5 Probe Depth (inches) Wet Density (pcf) Dry Density (pcf) 1c 0 't2 t )'\V\ lij 0 ,, 1153 J 32.9 ç>, ) L ç ) Moisture MD Curve Number Maximum Density (pcf) Optimum Moisture (%) Relative Compaction, RC Relative Moisture, RM (%) Specified RC (%) ' I - - - ' T'T Specified RM (%) Conformance (Yes/No) - Nuclear Gauge Model and Serial Number: 1 e / 'IL ' 1$ 5 / 5597 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: White- Office Name: Ar-rt,/ , - Signature: Name: 5 . - Signature: Yellow- Contractor - 5 Pink- Field Technician Testing Engineers-San Diego, Inc. Established 1946 S •7895 Convoy Court, Suite 18, San Diego, CA. 92111 [858] 715-5800 Fax [858] 71575810 REPORT OF COMPACTION TEST DATA. Project Name ef V D . Project Number ov a a - -) Test Date 7 " Page of Client Test # Material Structure Test Location and Elevation or Depth relative to... (r V1 1 C /4 , '1 eA 1 &o .41411k , P IaL'i,1 5 -r47 _3 5 .5 \• S J . SI )7 -r5 /75 4 Material: S = Soil, AC = Asphalt Concrete, ATB = Asphalt Treated Base, AB= Aggrégàte Base, CTS = Cement Treated Soil LTS = Lime Treated Soil, 0 = Other c 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# S IcC ?5 7 S 17 Probe Depth (inches) 4.,'57 S I1 S Wet Density (pcf) Dry Density (pcf) S ) )7_ S ,47 / S Moisture (%) S S MDSCurveNumber S S S S Maximum Density (pcf) Optimum Moisture Relative Compaction, RC Relative Moisture,RM (%) S S S S S SpecifiedRC S SpecifiedAM (%) iv . - — - ___ ___ __•S___ Conformance(Yes/No) 5/ S Nuclear Gauge Model and Serial Number: 1'•1 w_tiSj.0 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 S S TESD's Testing Technician: Name: Ofl //IIer Signature: (_A44 1"Ykj Client's or Contractor's Acknowledgement: Name: . . Signature: White- Office S Yellow- Contractor S Pink- Field Tech Testing Engineers-San Diego, Inc Established 1946 7895 Convoy Court, Suite 18, San Diego, CA 92111 [858] 715-5800 Fax [8581'7157.'5810 REPORT OFICOMPACTION7EST DATA Project Name C 1 1 . / Project Number ' / c Test Date - Page of Client . . . . . . .Tëst# Material Structure Test Location and Elevation or Depth relative to... & I . (, • (• j v - t.-4 ' A(-. f . c -J "4C I J Material: S = Soil, AC = Asphalt Concrete, ATB = Asphalt Treated Base, AB = Aggregate Bse, 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# ?(.5 Probe Depth (inches) Wet Density (pcf)........ Dry Density (pcf) Moisture(%) MD.Curve Number (CA) . ..... . . . ., . . . .. - Maximum Density (pcf) . ., . . ..• . . . . Optimum Moisture (%) . . . . .. . . . . . . . . . - Relative Compaction, AC Relative Moisture, AM (%) ., . . .' . . . . . .. ... . . . . - Specified AC Specified RM Conformance (Yes/No) NJuclearGauae Model and Serial Numher . (pd tt4• _4t (4 . 5 75 - 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 schedulirigretesting of reworked areas that have previously failed to meet specifications.- See accompanying Daily Report of descriptionof work and observations . . . . . . . TESD s Testing Technician Name ' I fr1' i" Signature Clients or Contrator s Acknowledgement Name Signature White Office Yellow Contractor Pink Field Technician Testing Engineers-San Diego, Inc. Q 7895 ConvoyCourt, Suite 18, San Diego, CA. 92111 [858] 715-5800 Fax [858] 71-5810 REPORT OF COMPACTION TEST DATA Established 1946 Project Name t I (. . e (• 4 t Project Number '.' ) ) ( Test Date Page of Client Test# Material Structure Test Location and Elevation or Depth relative to... 0 r a,,, o ,, A - IN'ID r -rc J L ' /—rf' J L 33 .1 . . 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 L 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# , , 7•- )ç-• VC 3) '3 23' 35' Probe Depth (inches) NA Wet Density (pcf) j 31 ) / 3 I Y peia.o 1 1$' 9 I / i P JY ? I ) 3 Dry Density (pcf) . Moisture (%) MD Curve Number Pt Maximum Density (pcf),. 1'b Optimum Moisture Relative Compaction, RC (%), Relative Moisture, RM (%) Specified RC (%) SpecifiedRM (%) Conformance (Yes/No) Nuclear Gauge Model and Serial Number: To ___/_'f_(_4 o—P ç .i.. _fS'_c Vl 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 S TESD's Testing Technician: Name: 4 _7¼ø ,-tf't\.k_s1 Signature: JV Client's or Contractor's Acknowledgement: • Name: • ' Signature: White- Office • • Yellow- Contractor . Pink- Field Technician F' Testing Engineers-San Diego, Inc Established 1946 7895 Convoy Court, Suite 18, San Diego, CA. 92111 [858]71 5-5800 Fax [858] 715-5810 '. REPORT OF COMPACTION TEST DATA Project Name E / (a — ., e 0 r ic. i d (' c Project Number 0 b D c I S 1 \ Test Date . I ' Page 2...... of 3 Client Test Material Structure Test Location and Elevation or Depth relative to... A_( 42 5jp)IZop,,h..4) )I4 __ - j: .• .L'. . . Material: S =Soil, AC =Asphalt Concrete ATB =Asphalt Treated Base AB Aggregate Base CTS = Cement Treated Soil LTS = Lime Treated Soil, 0.= Other Structure: P = Pavement Structural Section, F = General Fill, N = Native Soil, WL = Waterline, SS = Sanitary Sewer, ST = Storm Sewer, U = Other Utilities, W = Wall Backfill, SC = Sidewalk, Curb/Gutter, 0= Other ... : Test !..,..114 ' 0 . _____ Probe Depth (inches) Wet Density (pcf) _ --. I4JI J7 ./.4 0 ____ • -. ____ Dry Density (pcf) Moisture (~) . . . . ______ : . . ; . MD Curve Number L4a ir ' Maximum Density (pcf) ,5'o • . . 0 • - - . Optimum Moisture Relative Compaction,. RC Relative Moisture, RM (%) . .. - - . . . . • . . - . . Specified RC (%).• cjj ______ . . - . . -. . _- ..- 0 Specified RM.(%) Conformance_(Yes/No) _. N ______ 1 .. -.-- ______ 0 -. •• . . eJ Nuclear Gauge Model and Serial Number: This report doe 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 arasthat4have previously failed to meet specifications. See accompanying Daily Report. of description of work and observations TESD s Testing Technician Name /\rTt_L)vs __fYi_'liii Signature 1 Client's or Contractor's Acknowledgement: Name: Signature: I White- Office . Yellow- Contra ctor . Pink- Field -Technician Testing Engineers-San Diego, Inc. 7895 Convoy Court, Suite 18 San DiegoCA. 92111 [858] 715-5800 Fax [858] 715-5810 REPORT OF COMPACTION TEST DATA Established. 1946 I Project Name E / ei iv , /2 r4 1 Project Number .büt' '?/Pi' Client Or. Test Date Page ..2. of __. Test # Material Structure - Test Location and Elevation or Depth relative to... o A f J',.)c Dv P0L11 y, 't8C !ç " I1 s a Zi I., ID4 504,-7k Is ?I c lLLfAjIc-u4L g41- ,' - - - , 7 ,, , ., C Soj.) /?.),, ..,. Ji 00 111 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# , — lo 2 164 /of Jo 6Io9 /o- /a )I Iii Probe Depth (inches) 3 S Wet Density (pcf) '14 32 A2.1 Nit 171. It 14 de. 14.).?' I ? " It'. 2 M6, / t Dry Density (pcf) Moisture (%) MD Curve Number L 'IS fei Maximum Density (pcf) j .57 '. - Optimum Moisture (%) Relative Compaction, AC qS ¶ $ . 3 £35. 1 L g . 11q 417-11 Relative Moisture, AM Specified AC (%) 95 , Specified AM __ _______ Conformance (Yes/No) 4c5 N Ali, ,) c5 ye; iV,i Vci N6 A/ Nuclear Gauge Model and Serial Number: - 'i'/ 0 '1 1 — 7 55 ' 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 Reportof description of work and observations TESD'sTesting-Technicia: . Name: Signature: 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, CA. 92111 [858] 715-5800 Fax [858] 715-5810 REPORT OF COMPACTION TEST DATA Established 1946 Project Name L I £ v 'w/1, 0 i o ' \k I Project Number 003 — I i Test Date 5 1Y Page of Client Test # Material Structure Test Location and Elevation or Depth relative to... AC I'No g e O('.b (?t'J 91 _ ___ ç; , .L J. IV 0 0, 7 ell 40 N go 4 100 /o li . Not- r ti 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 #. '3. 14 S qr 9 loo /0) Probe Depth (inches) Wet Density (pcf) ) 439' / 44) 14 3 S I j lo 4 751 '1 / "ill 14 S__3 I 154 Dry Density (pcf) Moisture (%) MD Curve Number L _ 'Maximum Density (pcf) - I5o_ ---'-- - Optimum Moisture (%) Relative Compaction,RC (%) 4 S 9 (, 94 016 '1 Io94 q ( 94 1 T Relative Moisture, RM (%) Specified RC(%) - 5 - ---5' — - — Specified RM Conformance (Yes/No) )!t_5 't Y_ s W o /_cs 'it'_ç M V C5. l ye,37 -i Nuclear Gauge Model and Serial Number: 0 IP_( _55'1 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: A_Y' 1*1 ____ISignature: Client's or Contractor's Acknowledgement: Name: Signature: White- Office . .;Yéllow- Contractor . . Pink- Field Technician Testing Engineers-San Diego, Inc., 7895 ConvoyCourt, Suite 18, San Diego, CA. 92111 [858] 715-5800 Fax [858] 715-5810 REPORT OF COMPACTION TEST DATA Established 1946 Project Name Project Number Client 4' Li Pciil i• OO 0 - Test Date ?0. Page _L.. of 4_. Test # Material Structure Test Location and Elevation or Depth relative to... . 1044 A P lola • IIOç CCY7"/ JC -i'75 fIfJJ/ gc /Verr4i;e _JL 66 ' 4 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# Io4o JOj M /Drc. ho, 1 1 14 c1. c7t Iiç Probe Depth.(inches) Wet bensity(pcf) 7 I_4g.; I43S I'1?.'3 I3dj,o I4.S' l'ti1) _____ _____ Dry Density (pcf) Moisture (%) MD Curve Number L.j3 415c1 MaximumDensity(pcf). if' Optimum Moisture (%) Relative Compaction, RC (%) Relative Moisture, RM (%) Spe cified RC (%) Specified RM' (%) Conformance (Yes/No) No (1D y's Vef -No I yo'- I Nuclear Gauge Model and Serial Number: 4"_I_e_-1 5J'1 ri 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 accompanyingDaily Report of description of work and observations TESD's Testing-Technician: Name: A-r"_..H)_; III , Signature: _ '9 _/lit//.,, Client's or Contractor's Acknowledgement: Name: _ (4_ _," White- Office. Yellow- Contractor Pink- Field 1'ehnician 150 140 130 120 110 100 COMPACTION TEST REPORLii\ Curve No.:16 Project No.: 00-218B Project El Camino Real and Orion Street Geo. T&I Location STA 27+00 REVIEW 'j of F Elev./Depth: SHIR! Remarks: NO. 4693 DA TE. MATERIAL DESCRIPTION Description: CLASS II BASE AGGREGATE Classifications - USCS: AASHTO: Nat. Moist. = Sp.G. = Liquid Limit = Plasticity Index = %> 3/4 in. = % % < No.200 = TEST RESULTS Maximum dry density = 141.5 pcf Optimum moisture = 6.5 % Water content, Plate TESTING ENGINEERS COMPACTION TEST REPORT Curve No.: 14 Project No.: 00-218B Date: 5/21/02 Project: El Camino Real and Orion Street - Geo. T&I Location: STA 28+00 Elev./Depth: Remarks: TESD NO. 4648 MATERIAL DESCRIPTION Description: LIGHT YELLOW-BROWN LIME TREATED CLAY Classifications - USCS: AASHTO: Nat. Moist. = Sp.G. = .Liquid Limit = Plasticity Index = %>3/4in. 3.0% %<No.200= TEST RESULTS 140 130 120 CUL 110 Cn 90 Maximum Optimum dry moisture density = 122 pcf = 12 % Test specification: ASTM D 1557-78 Method C Modified - - 1/o SATURATION CURVES FOR SPEC. GRAV. EQUAL TO: 2.8 26 = - - - - - - - - -- 70K__4 IL E -E 7-- _5 _ 10 15 20 25 30 35 40 Water content, % Plate TESTING ENGINEERS___________________________________ COMPACTION TEST REPORT Curve No.: 15 Project No.: 00-218B Date: 5/21/02 Project: El Camino Real and Orion Street - Geo. T&I Location: STA 29+50 / Elev./Depth: Remarks: TESD NO. 4649 MATERIAL DESCRIPTION Description: YELLOW-BROWN LIME TREATED CLAY Classifications - USCS: AASHTO: Nat. Moist. = Sp.G. = Liquid Limit= 1 Plasticity Index = % > 3/4 in. = 1.50% % < No.200 = I TEST RESULTS 140 130 120 90 Maximum Optimum 100- 1111111 -i1jiI11111I111- dry moisture density = 121 pcf 12.5 % Test specification: ASTM D 1557-78 Method C Modified - 100% SATURATION CURVES FOR SPEC. GRAV. EQUAL TO: 2.8 1 = iiT\ 4St -41 1 1 1 1111I 80 70 0 5 10 15 20 25 30 35 40 Water content, % Plate TESTING ENGINEERS COMPACTION TEST REPORT Curve No.: 12 Project No.: 00-218B . Date: 5/10/02 Project: El Camino Real and Orion Street - Geo. T&I WE03 Location: STAI4+75 REV/E 04 M Remarks: NO 4544 MATERIAL DESCRIPTION Description CLASS II BASE AGGREGATE Classifications -. USCS:. . AASHTO: Nat. Moist. = . .. Sp.G. = Liquid Limit= . . .. . . Plasticity Index . %>'3!4 in. = % %<No.200 TEST RESULTS 140 130 CL 90 80 - - Maximum Optimum dry moisture density= 139 pcf = 6.5 % Test specification: ASTM D 1557-91 Procedure C Modified . 100% SATURATION CURVES - - - FOR SPEC. GRAy. EQUAL TO: 2.8 2.6 Fi- 1 = I !_ - 120=1=1=1 - - - - - - - - .- TT110---- if 11111111111111111 1111111111111 111I 70 111111 5 10 15 - 20 - 25, . 30 . 35 40 0 Water content, % - . . Plate TESTING ENINFFRS____________________________________ COMPACTION TEST REPORT Curve No.:. 13 Project No.: 00-218B Date: 5/10/02 Project: El Camino Real and Orion Street- Geo. T&I Location: STA24+86 Elev./Depth: Remarks; TESD NO. 4545 MATERIAL DESCRIPTION Description: CLASS II BASE AGGREGATE AND RECYCLED BASE MIXED Classifications - USCS: AASHTO: Nat. Moist. = Sp.G. = Liquid Limit = • Plasticity Index = %> 314 in. = % % < No.260 = TEST RESULTS 140 130 120 90 - Maximum Optimum a 100-- drydensity moisture = 139.5 pef = 6.5 % Test specification: 155791 Procedure C Modified 100% SATURATION CURVES FOR SPEC. GRAV. EQUAL TO: 2.8 2.7 J 80 n_I 70 —t= 0 5 10 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].715-6.810,., REPORT OF COMPACTION TEST DATA Project Name L: (L, Project Number 000 - ' !., Test Date L / 3 . Page of Client ' . .. . Test # Material' Structure Test Location and Elevation or Depth relative to... ' 1?c? S P El en a cut fV ,r ii P/ Iir 3-,e Material S = Soil AC = Asphalt Concrete ATB = Asphalt Treated Base AB = Aggregate 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 ' Test# Probe Depth (inches) Dry Density (pcf) ' Wet Density (pcf) 1 10,1 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: ./V d , 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:' y: (VII ilfr( Signature: 'Client's or Contractor's Acknowledgement: Name: ' ''Signature: . White Office Yellow Contractor Pink Field Achnician 150 140 130 'I- 0 120 ci >.' C') a, o 110 100 90 COMPACTION TEST REPORT Curve No.: 17 / Project No.: 00-218B Date: 6/3/02 Project: El Camino Real and Orion Street - Geb. T&I #17 Remarks: TESD NO. 4777 LIM MATPPIAI fl(PiPTiñM Description: CLASS II BASE AGGREGATE Classifications USCS AASHTO Nat. Moist. = Sp.G. = Liquid Limit= . Plasticity Index %>3!41n. = 3.9% . %<No.200 = 11.4% TEST RESULTS Maximum dry density = 142 pcf Optimum moisture = 6.5 % 10 15 20 25 30 35 40 Water content, % Plate TESTING ENGINEERS Testing Engineers - San Diego, Inc. Established 1946 0. PHYSICAL PROPERTIES OF SOIL & AGGREGATE Date: June 6, 2002 Job No: 2000-218B Job Name: EL CAMINO REAL AND ORION STREET - GEO. T&I Address: Carlsbad, California Plan Number: N/A Permit: (79 N1A Report No: 4039, ENGINEER: BENJAMI1jSHIRER STAFF ENGINEER Lab No: 4777 Project: EL CAMINO REAL AND ORION STREET Location: CARLSBAD, CALIFORNIA Sampled: Date: 6/3/02 By: TESD Type of Material: CLASS II BASE AGGREGATE Submitted: Date: 6/3/02 By: TESD Source of Material: HANSON, SAN MARCOS Location Sampled: SAMPLE #17 TEST STANDARDS ARE ASTM (unless otherwise noted) TEST RESULT SPECIFICATION TEST STD Sand Equivalent Value' 40 25 MINIMUM Calif 217- Testing Engineers - San Diego, I n c., 7895 Convoy Court, Suite 18 San Diego, CA. 92111 [858] 15-58O0 Fax [858] 715-580 COMPACTION TEST REPORT Curve No 18 Project No.: 00-218B . . Date: 6/3/02 Project: El Camino Real and Orion Street - Geo. T&I Location: SAMPLE #18 Elev./Depth: EWED8 BE DA Remarks TESD NO 4778 MATERIAL DESCRIPTION Description: CLASS II BASE AGGREGATE Classifications USCS AASHTO Nat. Moist. = : Sp.G. = Liquid Limit= Plasticity Index = %>314 in. = 3.6% % ~c No.200 A0.9% TEST RESULTS C0 cn 150 130 120 - Maximum Optimum 140 AA 100 dry density = 142.5 pcf moisture 6 % Test specification ASTM D 1557-78 Method C Modified - - 100% SATURATION CURVES FOR SPEC. GRAy. EQUAL TO: 2.8 2.7 2.6 -NIL N - - - - - - I 25 335 40 I 80 i Water content, % Plate TESTING ENGINEERS ...'• Established 1946 PHYSICAL PROPERTIES OF SOIL & AGGREGATE Date June 6, 2002 Job No: 2000-218B Job Name: EL CAMINO REAL AND ORION STREET - GEO. T&I Address: Carlsbad, California Plan Nun3br: N/A ,9 Permit:( N/A Report No: 4040, 14'i5L'2&2. ENGINEER: BENJAMV SHIRER, STAFF ENGINEER Lab No: 4778 Project: EL CAMINO REAL AND ORION STREET Location CARLSBAD, CALIFORNIA Sampled: Date: 6/3/02 By: TESD Type of Material: CLASS II BASE AGGREGATE Submitted Date 6/3/02 By TESD Source of Material: HANSON, SAN MARCOS Location Sampled: SAMPLE #18 -------------------------------------------------------------------------------------------------- TEST STANDARDS ARE ASTM (sinless otherwise noted) TEST RESULT SPECIFICATION TEST STD Sand Equivalent Value 30 25 MINIMUM Calif 217- Testing Engineers San Diego Inc 7895 Convoy Court Suite 18 San Diego CA 92111 [88) 7.15-5800 Fax [858] 715-5810 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 £ 1 rvi tv o r' i.1 Project Number ' 2 Test Date 1' 6 ? Page of ° Client Test # Material Structure Test Location and Elevation or Depth relative to... :e L-rc P ci C f7471 Jo "'z ' / t v - - P--t cp - - L 1 171 1 'cL7/ e '1 / -3 too Noo ti çIle P i?c25-tcc /93 5 /J J 9 / jc s p I (L 1Cc f\3 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# I1 f1qQ 1ci !1 L:T@,_ 113 "'5 Probe Depth (inches) Wet Density (pcf) Dry Density (pcf) 137 /j ) ).3') /I9.0 (4 Ib1. Io.o !;i1., j4 I.)!I I0L'9 l7) cc' i/ i25 122? Moisture (%) I ). . I ,$ I I 7 1 ( 1 /71 / ' /) / / ) )9. MID Curve Number & .t j_ /1 1 '1 Maximum Density (pcf) pits ffl5 ic /jci.S //, )).5_ Optimum Moisture (%) )\ 5 J ( 11 .5 I(, I & ç it - SD / /4 0 10. < Relative Compaction, RC (%) 19 ç c1 , c1 q Relative Moisture, RM (%) f I. Specified RC (%) 9 Specified RM Conformance (Yes/No) . Nuclear Gauge Model and Serial Number: C /9/t/ fY ' 1 01 (? 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') i Y ./1r" Signature: Client's or Contractor's Acknowledgement: Name: Signature: White- Office Yellow- Contractor Pink- Field Technician c C) 0 a • • COMPACTION TEST REPORT _---- RECI Curve No.: 19 -I ProjectNo.: 00-218B Date 13i02 Project: El Camino Real and Orion Street - Geo. T&I &' / R - Location: STA 327+00 NEXT TO EL CAMINO REAL / Remarks: TESD NO. 4873 MATERIAL DESCRIPTION Description: LIGHT GRAY-BROWN SILTY CLAY Classifications - USCS: AASHTO: Nat. Moist. = Sp.G. = Liquid Limit = Plasticity Index= %> No.4 = 2.9 % % < No.200 = TEST RESULTS 140 a100 Maximum Optimum dry moisture density = 119.5 pcf 11 % Test specification: ASTMD 1557-78 Method A Modified . NF 100% SATURATION CURVES FOR SPEC. GRAV EQUAL TO: IT 2 110 • = = = =N.N N I .._.\ 130 - . 12O=_I________ : 70RF!LE=4T_ T-7 0 5 10 15 20 25 30 35 40 Water content, % Plate TESTING ENGINEERS Testing Engineers-San Diego, Inc. QP ;7895'Coiiv6y 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 Client Established 1946 Page of ..3_ Test # Material Structure Test Location and Elevation or Depth relative to...f __ 4 Q3f1rtt' 32y -r ? () p it, ; _'-(c I Material: S = Soil, AC = Asphalt Concrete, ATB = Asphalt Treated Base, AB = Aggregate 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 Test# Probe Depth (inches) v"_- 2,)b - ------ Wet Density (pcf)ICU, Pry Density (pcf) ' _ 1'i ' J7)_ Moisture(%) /0. ( I!. 6 MD Curve Number Maximum Density (pcf) ..... ç ___. OptiM1Jmr Moisture (%) 10 _5 s- Relative Relative Compaction, AC Cl 6' 5 9 5 9_6 Relative Moisture, AM(%) - 1 -- -L - _ C) -t _____ ______ ______ Specified AC _____ Specified AM - — -. Conformance(Yes/No) \f J Nuclear Gauge Model and Serial Number: 3t'c_99_17d_, 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: A -L_1(1 Signature: ('I ,,_4_,IA_ii Clients or Contractors Acknowledgement Name Signature White- Office Yellow: Contractor Pink- Field Technician — Testing Engineers-San Diego, Inc. Established 1946 j 7895 Convoy Càurt, Suite 18, San Diego, CA. 92111 [858].715-5800 Fax [858] 715-5810 S /•.''%''•, - REPORT OF COMPACTION TEST DATA Project Name E-iCo t 2 - Project Number p p — ITestDate Client Test # Material Structure Test Location and Elevation or Depth relative to... / f .,.. p. ) A. !B P .• . ,, 3 r7 Cp --i 13 & IcC 3 - RIP. . Y.25tI-I i" .L - 2 t, .—t e. -1 2 ? /3 [...it .L4 AP) (7. 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 (pci) ' Dry Density(pci) . . . - i1°'JiL ;'3 Moisture (%) . . ),',5 j5LS 11 9,A i9 3A ii I,, g do,) i)l.1? I-o',j '3,5 \(t.p Id I3t1 MD Curve Number Maximum Density (pcf) •-•p:?.c• ______ . - ______ ______ ______ ______ ______ Optimum Moisture (%) Relative compaction, RC (%) - '1 91 ? ' 21 .95 95. 9 (. Relative Moisture, RM (%) 73 • f 7.1 Specified RC (%) g . _____ . Specified RM Conformance (Yes/No) Page Of Nuclear Gauge Model and Serial Number: This report does not relieve the contractor or their responsibility for perforFñance in accordance witthe codes. The contractor is responsible for scheduling retesting of reworked areas that have previouslfail See accompanying Daily .Reporof description of work and observations TESD'sTesting Technician: Name: Signature: Client's or Contractor's Acknowledgement: Name: . Signature: plans, specifications and appli ad to rn,et specifications. -- White- Office Yellow- Contractor Pink- Field Technician 4q SJ'S ,,4 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 El ( I Y I . Test Date - ' Page of Test # Material Structure Test Location and Elevatiori or Depth relative to... . Orovi.__t I! tov' 2c c, 3s1. lAiaJ I it5a __ - 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# . . c9 Probe Depth (inches) Wet Density (pcf) Dry Density (pcf) I11,1) it1.r )l(A ii.s Cl Moisture (%) 11,1.. 11,4 10.1 1a? 11.1 9 21 7 /&,C MD Curve Number Maximum Density (pci) . - - -.--- - Optimum Moisture (%) Relative Cdmpaction; AC (%) 9 S 5 95 5 9_f . _ 9._S 9_4 Relative Moisture,RM (%) + I,t .. • 1.c, -.9- "I. -r . Specified RC (%),•. c /, - - Specified AM (%) I i:? i- _____ _____ _____ - -r - Conformance(Yes/No) Nuclear Gauge Model and Serial Number: L ,'_Iv,-)o'1C1'-' 56 d This report does not relieve the contractor or thbirresponsibility 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 'r'vr _I/ti' Signature: Client's or Contractor's Acknowledgement: Name: Signature: White- Office Yellow- Contractor Pink- Field Technician COMPACTION TEST REPORT I jj32li02 Curve No.: 20 L. Project No.: 00-2413 IFCA LSAD Project: El Camino Real and Orion Street - Geo. T&I RE '--.-. L...- - Location: STATION 11+00 Elev./Depth: D4 tE, .Remarks: TESDNO.4896 MATERIAL DESCRIPTION Description: YELLOW-BROWN SANDY CLAY WITH GRAVEL & LIME (LIME TREATED SOIL) Classifications - USCS: AASHTO: Nat. Moist. = Sp.G. = Liquid Limit = Plasticity Index = %>314 in. = ,. %<No200 .. TEST RESULTS Maximum dry density 124.5 pcf Optimum moisture = 11.5 % 140 . Test specification: ASTM D 1557-78 Method C Modified 130-- - . . 120 100%SATURATI0NCURVES FOR SPEC. GRAy. EQUAL TO: 2.8 2.7 CL 1 00 90 80 TT_ 70 Water content, % Plate TESTING ENGINEERS____________________________________ COMPACTION TEST REPORT Curve No.: 21 Project No.: 00-218B Date: 6/17/02 Project: El Camino Real and Orion Street - Geo. T&I . -RE"WED B. Location: STATION 13+50 DA Elev./Depth: Remarks: TESD NO. 4897 MATERIAL DESCRIPTION Description: GRAY-BROWN SILTY CLAY WITH GRAVEL & LIME (LIME TREATED SOIL) Classifications - USCS: AASHTO: Nat. Moist. = Sp.G. Liquid Limit = Plasticity Index %>314in. 1.3% %<No.200 TEST RESULTS 140 130 120 110 1:: 90 Maximum Optimum dry moisture density = 111.5 pef = 16.5 % Test specification: ASTMD 1557-78 Method C Modified NA- 100% SATURATION CURVES FOR, SPEC. GRAy. EQUAL TO: 2.8 2.7 = = = - - - - - - - - -- -S - E 11111141111111111 1 ii" 7011 5 10 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 tn Project Number. 0 0 I <1' to Test Date C - I 0 Page of Client Test # Material Structure Test Location and Elevation or Depth relative to... ii 5 P Li_t jViti 14 J2 'Qc1,17A J1 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) Dry Density (pcf) Moisture(%) MD Curve Number Maximum Density (pcf) OptimumMoisture(%) Relative Compaction, RC (%) RelativeMoisture,RM(%) Specified RC Specified RM AtoConformance(Yes/No) Nuclear Gauge Model and Serial Number: O_A'_M_3_(V0_5Ô 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: y_(_fVlJ))e' Signature: Client's or Contractor's Acknowledgement: Name: Signature: White- Office Yellow- Contractor Pink- Field 19chnician 'I Testing Engineers-San Diego, Inc.. Established 1946 7895 Convoy Court, Suite 18, San Diego, CA 92111 . . . [858] 715-5800 Fä*'[88] 715-5810- R PORT OF COMPKCTION TEST DATA Project Name L I (A ,, o e Project Number Test Date - 0 Page of Client . . . . . . . . . . Te.# Material Structure Test Location and Elevation or Depth relative to... I1 ? £ /(L\ _.. ______. N._ I_s.,)_( 7 2 tlk (Z)_1(f IT 5 __ ..• L ?&s )4Lc J . Ife Material: S = Soil, AC = Asphalt Concrete, ATB = Asphalt Treated Base, AB = Aggregate Base, CTS = Cemen'freated 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 j1C Test # Probe Depth (inches) Wet Density (pcf)___ I !Z1 I_"i )-O___1 Dry Density (pcf).. _. I'IiI !.114 go'3;. Io.Pj Moisture (%). j LA ii____. MD Curve Number Maximum Density (pcf) J_)C)5 is°5 I9'S 11, dptimumMoisture.('o) Relative Compacti&1RC RelativeMoisture,RM (%) '3 . 4 Specified RC Specified RM (%) f _..., . Conformance jJ Nuclear Gauge Model and Serial Number: .(_P 'MI IC)O0 .(o?_______.,____. 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 faiIei to meet specifications. See accompanying Daily Report of descriptiortof work and observations . ,. . . TESDs Testing Technician Name r 1lM M__ Signature __I_IiJt'ti..Q49 Client's or Contractor's Acknowledgement..... Name: . Signature: White- Office . , Yellow- Contractor '\ .. Pink- Field Technician .---tp_ 4r 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 m I i ( 4 0 t i/i Project Nuniber ID 0 C> 0( 4 Test Date Page ___of Client . Test # Material Structure Test Location and Elevation or Depth relative to... P bot 1911q I I IC1 0 - _._.,, / -s ..J i 'oo . / 3! L4/ _(5'.747 _?25-~-5 __ c s I .(->c- Material: S = Soil, AC = Asphalt Concrete, ATB = Asphalt Treated Base, AB = Aggregate Basej CTS = Cement'Treaied Soil LTS = Lime Treated Soil, 0 = Other Structure: P = Pavement Structural Section, F = General Fill, N = Nétive Soil, WL = Waterline, SS = Sanitary Sewer, ST = Storm Sewer, U = Other Utilities, W = Wall Backfill, SC = Sidewalk, Curb/Gutter, .0 = Other Test #' I1)' itc 1(Q Cl4! I5)\ /9-1 L! f7S Probe Depth (inches) WetDensity(pcf) ):7 ?'t /_34_/ )3.),q Dry Density (pcf). )1 ))( 1 1.0 lti. Io10 io('.l I00 11.5 ii Moisture (%) /2.7 1)5 11.7 IC,I /7.1 1t,9 j1. MD Curve Number 'o '9 'i i / 1.C1 /i 4'•: MaximumDensity(pcf) )_Ig_) /'r Idif-S 111.5 I!I$ 1/i..S )_).~ /1 .J // I ). 5 Optimum Moisture 5 (. //,3 I(,15 IG15 / . c it - I.. /f•e., ii.0 /0.( Relative Compaction,Rt (%) 5 'j f'. 1C c q . q . 7_5 Relative Moisture,RM (%) t I. 1•I.b 2 -.i _ & f_ 49 11/ -r .~ F 1.7 Specified RC Specified AM Conformance (Yes/No) -1 I -tv Is4I ,,Y Nuclear Gauge Model and Serial Number: C_/'A1_-iY't_11010 0 50? 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. Seeaccompanying Daily Report of description of work and observations TESD's Testing Technician: • • Name: i _vl'I __/"7J.//1Signature: I_ Client's or Contractor's Acknowledgement: Name: . Signature: _______ • White- Office Yellow- Contractor Pink- Field Technician r •'• - -. - - - - Diego, Inc.Established Testing Engineers-San Diego, I Established 1946 7895 Convoy Court, Suite 18, San Diego, CA. 92111 -. - [858] 715-5800 Fax [858]7,1.5-5810 - REPORT OF COMPACTION TEST DATA Et 0 ü 0 - (8 L Test Date C / - 0 Page of Project Name Project Number Client - Test # Material Structure Test Location and Elevation or Depth relative ta... Li, p_- 0y io 4/_5 TA 0 I It_ C)C, S P El _Rj _N b0 _,)_.3 /-; Material: S = Soil, AC = Asphalt Concre'te;ATB = Asphalt Treated Base, AB =0 Aggregate Base, CTS = Cement Treated Soil I LTS = Lime Treated Soil, 0 ='ther 0 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# ) lJ')€ Probe Depth (inches) ,0 J•_ 01 _______ - _______ , _______ _______ _______ _______ 0 'Wet Density (pcf) l;-)- Dry Density (pcf) I t, $,11 Moisture (%) r,, MD Curve Number Maximum De nsity (pcf) Optimum Moisture 5 11._$ )I-o // Relative Compaction, AC (%)0 5 -0 _9.5 RelativeMoisture,RM (%) 1C_.5 . 0 7'I--to ?7/ Specified RC (%) '$ -- SpecifiedRM(%) __ Conformance(Yes/No) I N I (Si '../ Nuclear Gauge Model and Serial Number: C Pf"-_41_1/1)q0_O_S () This report does not relieve the contractor or their responsibility for performance in accordance with the plans, specifications and applicable codes. The contractoris resporisiblefor scheduling retesting of reworked areas that have previously failed to meet specifications. See accompanying Daily Report of description of work and observations - 0 TESD'sTesting Technician: Name: A--ri4 ./fl/1pi -Signature: Client's or Contractor's Acknowledgement: Name: 0 Signature: LI—e W-1 0 White- Office ,. Yellow- Contractor Pink- Fieid Technicin Test# . i71 / !&$ '4 ljt.c Probe Depth (inches) V, . Wet Density (pcf) DryDensi,(pcf) Moisture (%) . 1 5 1 / S- MD Curve Number 1 • ______ _____ - PA Maximum Density (pcf) )..j . • - _______ Optimum Moisture Relative Compaction, .RC (%) . '?"o 9 :3 • . Relative Moisture, AM (%) ; j.9.,5 f? • Specified AC (%) . ' • • _______ 5 . . • _______ _______ Specified AM (%) I -) -t'? '- -k--- - • Conformance (Yes/No) Testing Engineers-San Diego, Inc Established 196 7895 Convoy Cu Suite 18 San Diego, CA. 92111 [858] 715-5800 Fax [858] 715-5810 REPORT OF COMPACTION TEST DATA Project Name 1 ( '. :, P / < Project Number ')Do (:) ' 4 Test Date I I 6p Page of Client Test # Material Structure Test Location and Elevation or Depth relative to... I1c& 5 P (Jc t n ht A 71;,' Yt Op. ___ I I 7 • )1 L1) P6 r ig, LL ('514-o 72>0 Material: S = Sdil, 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-Se wer,I - .- U = Other Utilities, W = Wall Backfill, SC = Sidewalk, Curb/Gutter, 0 = Other 1. . . ., Nuclear Gauge Model and Serial Number: I(( "(f/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: • 04iA Signatu re: A A 1 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, SanDiegO,CA. 92111 - [858] 715-5800 Fax [858] 115-5810 ,' REPORT OF COMPACTION TEST DATA Project Name t I ( ,- 1 0,' ..'c p' ,i Project Number . h — I TI,- Test Date 3 — . / Page of Client 0 Test # Material Structure TestLocation and Elevationor Depth relative to... 4' -is 4oi. Lrs .1 &c-vtr,' 5iL c'J 7'4,0 - /r3 _.L .'N0-LL Co-çir1- 16-r5 . x ii" A6 - j 5.. 0 . . c : L ___ ___ 4L' L• . . :4 71 I ' : Material: . S = Soil; AC =Asphalt Concrete, ATB =Asphalt.Treated Base, AB = Aggregate Base, CTS = Cement Treated Soil 'c. . 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,. U = Other Utilities, W = Wall Backfill;SC = Sidewalk, Curb/Gutter, O.= Other '... Test # ,'. .5 7 4 j Probe Depth (inches) Wet Density (pcf) .Dry Density (pcf). . S /ü&u I )4.(. lt.4 i/C3 j 17-f ja9'o I!s'K! • . Moisture(%) MD Curve Number Maximum Density (pcf) . 0 ) 10, $ iLL / -5 - -4 - Optimum Moisture (%) Relative Compaction, RC Relative Moisture, RM (%) Specified RC (%) 95, Specified RM (%) -)? S ----•. Conformance (Yes/No) S y'c s I Vr5 Al Vc) V(e '/ ec Nuclear Gauge Modeland Serial Number: . P11 lib TOO5'o5 ' 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: S ' Name: -11 ' i'4i / 49 I/(, Signature: ,L44lut_. Client's or Contractor's Acknowledgement: Name: -. (kL,At /.Signature: White- Office • . Yellow- Contractor .. . . S. 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 goo 0 "2 1 f /) Test Date s / Page of Client Test # Material Structure Test Location and Elevation oi Depth relative to... 51 4 5f7',' _Cccc CCt7r - __ -r L I V3-r4 57 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 #'. 3 54 ~.c' ç 4,$T:77 Probe Depth (inches) Wet Density (pcf) '?2' I_'JJ. )_3t.D (3).0 M. Dry Density (pcf) ! . i .4 iii . ."p, Moisture(%) 14_C )_._- 4.4 IL.o MD Curve Number Maximum Density (pcf) J - Optimum Moisture Relative Compaction, RC .Relative _Moisture, RM(%) p. )_3, J 7_ Specified _RC SpecifiedRM(%) ).f'3 -- Conformance (Yes/No) Nuclear Gauge-Model and Serial Number: C_PN _31 0 'i00So? 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'sTestingTechnician: Name: A_lIft'Signature: _ Client's or Contractor's Acknowledgement: Name: (/lh4% Signature: White- Office Yellow- Contractor Pink- Field Technician '. Testing Engineers-San Diego, Inc Establish J9A6-- 7895 Convoy Court, Suite 18, San Diego, CA 92111 [858j,715-5800 Fax [858]7155810 - REPORT OF COMPACTION TEST DATA Project Name 11 •l 41 .. L14-J, 41- Project Number 1? 1) — IT 4. Test Date . '._ 0 - Page of Client Test # Material 'Structure Test Location and Elevation or Depth relative to... ___/Ma, .J_/_.__ 10 2 Sf /4 \j1. _ej ii_50 5i61,c1'A11..._3-<-t_ i? L , 71. . • . . . . 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 = Geheral 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 Wet Density (pcf)• 2?.> / j, 9' 7'!., /)4j _____ _____ _____ _____ _____ _____ Dry Density (pcf) ) oj /( $ 100.4 _ /o'1 Moisture (%) )_5' )_1 Old.(', N. MD Curve Number Maximum Density (pcf) Optimum Moisture Relative Compaction, RC clio_ cj_Sb Relative Moisture, RM (%) IL J(,__5 o5 /34 Specified RC --- Specified RM (%) Conformance(Yes/No) Nuclear Gauge Model and Serial Number: r V/V - - 7 0O.A00 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' • • TESDsTesting Technician Name Y-' Signature:"A ,4 1JA Client's or Contractor's Acknowledgement: Name: __ L.- Signature: White- Office , • Yellow- Contractor' 0 ' 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 Established 1946 Project Name 0 Project Number 0 0 c' -. •' I ;'4 -/ Test Date - fi . t Page _.4..... of _._3_. Client Test # Material Structure Test Location and Elevation or Depth relative to... JI 6I0i-r ;;41t (,i,,, . r4 I L 1' ic- . Ti 'F L I ,. ' . 3 / j l~~-o i. " it I C17d' /ct/. 1, jc• 1Ai(4 J SQLT c.')t 4. .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 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 a, S 7 . , 9 Probe Depth (inches) . . 9__ -fl--- . ------ Wet Density (pcf) 1 -70,7 1321 1717' 1 139' 172' Dry Density (pcf) 11,42 )C _4 ) Ii 8 ( I I, 'i i 1 i.r .1_'ii, I__ j Moisture (%) _. 1°_Y. ILi ii )J I' _ / /. )0, MID Curve Number /11 / /o 1° /_ MaximumDensity (pcf). I 15 js Sf Optimum Moisture Relative Compaction, RC (%) c '$'I q 4,0 S $'o ' I i_1.0 Relative Moisture,RM (%) 44 3_i', lo_C, Specified_RC (%) _.— — - - - - Specified RM (%). - -r ---- '.-- . , Conformance (Yes/No) Nuclear Gauge Model and Serial Number: ( P1V 7 This report does not relieve the contractor or their responsibility for performance in accordance with the plans, specifiáations and applicable codes. The contractor is responsible for scheduling retesting of reworkd areas that have previously failed to meet specifications. . See accompanying Daily Report of description of work and observations TESD'sTesting'Technician: Name: ii /21.il,' Signature: tL4.4./j4.2)-'.)I Client's or Contractor's Acknowledgement: Name: V1'(,-frt#',1 White- Office . Yellow- Contractor Pink- Field Technician Tesi# 7C Probe Depth (inches) E'• q-" Wet Density (pcf) 13 I j'3) I. I '3)i 1331 . Dry Density (pcf) I )ç15# )_'1 )v 1)? 5 o '3 Moisture (%). . Co , 1i l?' )) 105 ,13.4 .Tc MD Curve Number /0 Ia 1 0 /0 /0, t /0 Maximum Density(pcf) 1.2 I t5 S 1)i5 )'). ' Optimum Moisture (%) /0 / 0 o10 )o.L, 10,0 Relative Compaction, RC (%) q , .b Relative I LL. Moisture, RM (%) Il I )L,L O ,7 2o?,• I),i 11,5 Specified RC (%) ; .' 9 5'v Specified AM (%) - - f ) - — _-'•• - -'- —4 Conformance (Yes/Na) -. 5'P )gt 4 I - --- Project Name Project Number Client! Tes1i.ng Engineers-San Diego, Inc. -.7895COnoy Court, Suite 18, San Diego, CA. 92111 - (858] 715-5800 Fax [858] 155810 . \ REPORT J,OF COMPACTION TEST. DATA 51 2(?Ofl ?( L Test Date __LV D2 4r 4Estab1ished 1946 Page of -2— Test # Material Structure Test Location and Elevation or Depth relative to... ? 1qi 7 '-• ?" Li&. ' 1" 13.• 7 — o;9LA../ 4' D 3't J 4 C1 cfr/1 50v7&, c,d3' J ___ __ __ 'i'• J1 Q4OD L Material: S= Soil,'AC = Asphalt Concrete, ATB = Asphalt Treated Base, AB = Aggregate Base, CTS = Cement Treated Soil LTS= Lime Treated Soil, 0 = Other Structure: P = Pavement Structural Section, F = General Fill, N = Native Soil, WL = Waterline, SS = Sanitary Sewer, ST= Storm Sewer, U = Other Utilities, W = Wall Backfill, SC = Sidewalk, Curb/Gutter, 0 = Other - Nuclear Gaug'e Model and Serial Number: (PA/" "70t) 7'2i 9.2 C This report does not relieve the contractor or their responsibility for performance in accordance with the plans, specifications and applicable' codesJhe contractor is responsible for scheduling rétestirig of reworked areas that have previously failed to meet specifications. See accompanying Daily Report of desbription of work and observations . . • TESD's Testing-Technician: Name: - It r Signature:fi ;i1( Clients or Contractors Acknowledgement Name:' ame Wt'L.L1t'i. (Ps_. Signature White- Office -' Yellow- Contractor -. - Pink- Field Technician V '• Testing Engineers-San Diego, Inc Established 1946 fr 7895 Convoy Court, Suite 18, San Diego, CA. 92111 [858],7115-1800 ,fax [858] 715-5810 REPORT OF COMPACTION TEST DATA Pràject Name O. ro , . c .x 11 14 Project Number '. 01? o - ol / ' 4 Test Date•. 2 Page of Client Test # Material Structure Test Location and Elevation or Depth relative to... () 3c-/-O7 .L j' .J •:. : J7-'25. 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 (%) , C C 5 ' . S Relative Compaction, RC (%) . j. q . Relative Moisture, RM Specified RC (%) Specified AM Conformance (Yes/No) Nuclear Gauge Model and Serial Number: This reportdoes not relieve the contractor or their responsibility for performance in accordancewith the plans, specifications and applicable codes. The contractor is responsible for scheduling retesting of réworkCd areas that have previously failed to meet specifications. See accompanying Daily Report of description of work and observation è . - TESDs testing Technician: Name I i/i' Snature JA g Client's or Contractor's Acknowledgement: Name: Signature:. U.., . . . . . White- Office Yellow- Contractor Pink- Field Technician Project Name Project Number - Client Ol Test # Material Structure: Test : ing Engineers-San Diego, Inc. . täblished946 onvoy Court, Suite 18, SanDiegô, CA. 92111 [858] 715-58OOFax [858].715-5810 / RTOF COMPACTION TEST-DATA/ 4 - Test Date b3 - I kt Page A. of Or_ and Elevation or Depth relative to... . 'LA - • •0 + . . . - ,•.,, •1. • I •,, 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 Fil!,.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.. l Wet Density (pcf) All Dry Density (pcf) • : r nci ______ . •;• ., . . ______ . .• - . : Moisture(%) _, . (• .•• •-•'. : . . ., . . MID Curve Number : vO . . .. . . . . ,,.,-•. . Maximum Density (pcf) Optimum Moisture (%)._.. . . . . • . '. :..-: Relative Compaction, AC (%) ____., .. . . .S -. . • . . . ._5• _______ _______ Relative Moisture RM (%) Specified RC (%) Specified RM (%)_: __. I ,. • . Conformance(Yes/No) __-•: . ..• . . . . ,. . Nuclear Gauge Model and Serial Numberlo.L._3II_,&+•t.ø_/-ç . I • .., - This report does not relieve the contractor Jr their resp•• onsibility 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'sTesting-echnician: 5 . . •Narne:. Signature: I .S Client's or Contractor's Acknowledgement: . • Name: . • MJlL.Lt'4?'-. _LM'. Signature: White- Office • 5 5 • Yellow- Contractor • S PinkFiêTd Technician -, tg Engineers-San Diego,Tnc. .Established 1946 ( 7895 Convoy Court, Suite 18,San Diego, CA. 92111 [858] 7155800 Fax [858].715-5810 REPORT OF COMPACTION TESTDATA Project Name &v'p gtAA a%0,11 4ro.,+ Ct . Project Number c-1X O Test Date 03'-.. Page of Client c . . - Test # Material Structure Test Location and Elevation or Depth relative to... 01 - TL ,jLç/\ t4- W4 AlL pr j-.c ~' 4WL Tytc ki\ WfWi 4A -fSn M"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 # p . .. Probe Depth (inches) 6 Wet Density (pcf) fti.l J173 1 07,o Dry Density (pcf) 9 ç.c ,o p3 Moisture (%) . . MD. Curve Number frD't- Maximum Density (pcf). Optimum Moisture Relative Compactior{, RC Relative Moisture, AM Specified AC (%) Specified AM (%) 4. . Conformance (Yes/No) . . Nuclear Gauge Model and Serial Numberfli-o\pi 4 S' 9 c..t r This report does not relieve the c I ontractor.or their responsibility for performance in accordance with the plars, specifications and applicable codes. The contractor is responsible for scheduling retesting of reworked areas that have previously failed meet specifications. See accompanying Report of description of work and observations 41 - . 15 \11 TESD'sTestindTechnicn: ' Name: 1' Signature: ADig ' 'Oz: 5~ Client's or Contractor's Acknowledgement: Name: tL.''*'— Signature hite- Office Yellow-.' Contractor Pink- Field Technician A Established 1946 Test .5 6 . 7 Probe Depth (inches). Wet Density (pcf). . Dry Density (pcf) ) 3, I è' -3. Moisture MD Curve Number Maximum Density (pcf) Optimum Moisture (%) 14,0 - Relative Compaction; RC (%) jo too 100 Relative Mdisture, RM (%) • 3 - .,'4' S Specified RC (%) • .. _- Specified RM (%) • 4 Conformance (Yes/No) Project Name Project Number _j Client Tsting Engineers-San Diego, Inc. i95Convoy Court, Suite 18, San Diego, CA. 92111 [858] 715-5800 Fax [858] 715-5810 REPORT OF COMPACTION TEST DATA - .;)1\ 7 C Test Date 03-14-0 Page 00 of Cwt rI.c Test # Material Structure Test Location and Elevation or Depth relative to... s -... ' $ ST cL c- s\- + cj Sr (jS()(b.f O(W\ 'r 4, 1 So 5 5 S ' Ov;" çp -4 + 5t eAp,i 330 'ST Drvv 4 +o Sr" DrA f10 4 -So L 'F - Si Material: S = Soil, AC = Asphalt Concrete, ATB = Asphalt Treated Base, AB = Aggregate Base, CTS = cement Treated Soil ITS = Lime Treated Soil, 0 = Other Structure: P =,Pavement Structural Section, -F = General Fill, N = Native Soil, WL = Waterline, SS = Sanitary Sewer, ST = Storm Sewer, 11= Other/Utilities, W = Wall Backfill, SC = Sidewalk, Curb/Gutter, 0 = Other / -. / Nuclear Gauge Model and Serill Number: 1 .ki 3'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 meet specifications. See accompanying Daily Report of description of work and observations . S TESD's Testing Tech nici an: . Name: • Signature: hII Client's or Contractor's Acknowedgément: • Name: S Signature: White- Office S Yellow-.Contractor , S Pink- Field- Technician 7. 'Established 1946 Page Dof Non Testing Engineers-San Diego, Inc. 7895 Convoy Court, Suite 18, San Diego, CA. 92111 [858] 7I5-5800 Fax [858] 7155810. REPORT OF'COMPACTIQN TEST DATA Projet'Nae eri Project Number otr— 'r , ' •' Test Date______________________ Wet Density (pcf) Dry Density (pcf) 1 4.6 Moisture , . MD Curve Number , , l'q' r'v' D ' _____ . ' • ' Maximum Density (pcf) . ______ _____ _____ ______ ' ' • ''; _____ Optimum Moisture (%) t, • $ti 1i , • . • . ' ' Relative Compaction, RC (%) 9& g' ' . ' ,,. ' Relative Moisture, AM (%) • ' io..t - • o Specified AC (%). ' 9'/c' 13 Y' 1 ' " ' ' ' ' ' ' ,: Specified AM (%) • ' ± ± .t ' ,. ' • , , ' ' ' Conformance'(Yes/No) Nuclear Gauge Model and SenalNumber1r JV to( ii 5c\cl (m This report does not relieve the contractor dr their responsibility for performance in accordance with the pL cifications and applicable codes. The contractor is responsible for scheduling retesting of reorked areas that have previously.failê specifications. See accompanying Daily Report of descriptionof work and observations TESD's TestingTechnician: . 'Name: Signature: Cliét's or Contractor's Acknowledgement:. ' '. Name: Signature: " ' '"•• '•', ••i/'V' White- Office • • ,•, Yellow- Contractor. ' Pink- Field Technician Material: S = Soil,, AC = Asphalt Concrete, ATB = Asphalt Treated Base, AB = 'Aggregate Base, CTS Cement Treited 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 15 Test# '.•-' '. ' , ' : ' Probe Depth (inches) ____- ____ ____ (J Testing Engineers-San Diego, Inc. Established 1946 7895 Convoy Court, Suite 18, San Diego, CA. 92111 JL [858] 715-5800 Fax [858] 715-5810 REPORT OF COMPACTION TEST DATA Project Name :/ (c--t>A / Project Number Test Date +' ' Page of Client Test # Material Structure Test Location and Elevation or Depth relative to... L.i-c' 7Gf1 2O' .1k Pf It 7_Pa"9k'. O /c- /L -7,- s IT/ ipt_-3d-s _i50 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# ProbeDepth(inches) j, I , I Wet Density (pcf) 11 5-J -s 35 e•i/'. j1Or Dry Density (pcf) ioL. '3. 4q 136' Moisture (%) ,'.0 ii_- , 3 (oar MD Curve Number MaximumDensity (pcf) —3 z > Optimum Moisture (%) ,'O Relative Compaction, RC(%) i 9,°7 Relative Moisture, RM (%) Specified RIC 1 0 — Specified RM(%).,( I Conformance(Yes/No) ,41 1 Nuclear Gauge Model and Serial Number: 77_..)c f('-Q _( __k // This report does not relieve the contractor or their responsibility for performance in accordance with the plans, specifications and applicable codes. The contractor is responsible for scheduling retesting of reworked areas that have previously failed to meet specifications. See accompanying Daily Report of description of work and observations TESD's Testing Tech nician: Name: I 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, CA. 92111 [858] 715-5800 Fax [858] 715-5810 REPORT OF COMPACTION TEST DATA Established 1946 Project Name \. )rtr', ")hr,jT rl. brzt Project Number ' Test Date __ Page .P_ of Client Test # Material Structure 'Test Location and Elevation or Depth relative to... ço 5r4e. 4 )7+°o S1. r ad f Lc Yl~ . SJ . r - J-13 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 (%) 1 '•91 p. MD Curve Number iMD Maximum Density (pcf) Optimum Moisture (%) Relative Compaction, RC Relative Moisture, Moisture, RM (%) 1- 110 Specified RC Specified RM (%) t ± Conformance (Yes/No) Nuclear Gauge Model and Serial Number:J-. kr 'j- S t II(l This report does not relieve the contractor or their responsibility for performance in accordance with the pt tmeet specifications and applicable codes. The contractor is responsible for scheduling retesting of reworked areas that have previously faile specifications. See accompanying Daily Report of description of work and observations . TESD'sTesting' Tech nician: Name: ' /2 signature: \• i)'. Client's or Contractor's Acknowledgement: Name: ''/,'r-signature: White- Office Yellow- Contractor Pink- Field Technician COMPACTION TEST REPORT -> Curve No 5 Project No.: 00-218B \ \ Project: El Camino Real and Orion Street - Geo. T&I or . \ Ik - Location: NOT SUBMITTED /kEV1Ew6DT Elev./Depth: IN SH MATERIAL DESCRIPTION Description: BROWN CLAYEY SAND WITH GRAVEL Classifications - USGS: AASHTO: Nat. Moist. = Sp.G. = Liquid Limit ,= Plasticity Index = %> 3/4 in. = % % < No.200 = 0 co 140 = - 110 -- 100 90 TEST RESULTS density = 134.5 pef = 8 % Test specification: ASTM D 1557-78 Method C Modified 100% SATURATION CURVES 17011 2.8 2.7 2.6 Nil- moisture ------- Maximum Optimum dry = = JiI\ ... . . - 120___==:=_:_ ILLr 80 i i i 701 0 1+IP 5 10 15 20 25 30 35 40 Water content, % Plate TFSTIPJ( 150 140 130 110 100 90 COMPACTION TEST REPORT Curve No.: 6 Project No.: 00-218B Date: 4/9/02 Project: El Camino Real and Orion Street - Geo. T&I Location: NOT SUBMITTED R ESD NO. 4265 MATERIAL DESCRIPTION \ Description: CLASS II BASE AGGREGATE L Classifications - USCS: AASHTO: Nat. Moist. = Sp.G. = Liquid Limit= Plasticity Index = %>3/4in. = 3.6% %<No.200 TEST RESULTS Maximum dry density = 144 pcf Optimum moisture =6 % Water content, % Plate TESTING ENGINEERS 2.0 0.5 1.0 1.5 2.0 COVER BY EXPANSION PRESSURE (feet) Testing Engineers - San Diego, Inc. Established R-VALUE TEST RESULTS PROJECT NAME El Carnino Real and Orion Street - Geo. T&I CLIENT'S PROJECT OR WORK ORDER NUMBER 2000-218B SAMPLE LOCATION SAMPLE #1 - STA 1400+00 @ -1' SAMPLE DESCRIPTION V BROWN SANDY CLAY WITH GRAVEL SAMPLED BY V TESD TESD PROJ. NO. 2000-218B DATE RECEIVED 4/4/02 LAB NUMBER 4209 LABORATORY TEST DATA 1 2 3 Compactor Pressure (psi) Moisture at Compaction (%) Compacted Density (pcI) 50 185 100 15.8 13.2 14.5 114.3 121.1 116.7 Cover Thickness by Expansion Pressure (feet) Cover Thickness by Stabilometer (feet) Exudation Pressure (psi) ,R-Value (corrected) 0 1 0.1 1.28 0.97 1.17 180 580 310 11 33 19 EXPANSION PRESSURE EXUDATION PRESSURE Ui 100 80 60 LU 40 LLJ 20 0 100 200 300 400 500 600 700 V EXUDATION PRESSURE (psi) e.SSt..T1,'1:E1:) TRAFFIC 1II:)Ec R-VALUE BY EXUDATION 18 R VALUE BY EXPANSION 33 Reviewed By L R-VALUE AT EQUILIBRIUM 18 CARLOS ACERO, STAFF ENGINEER Testing Engineers - San Diego, Inc. Established R-VALUE TEST RESULTS PROJECT NAME El Camino Real and Orion Street - Geo. T&I CLIENT'S PROJECT OR WORK ORDER NUMBER 2000-218B SAMPLE LOCATION SAMPLE #2- STA 1600+5 @ -2' SAMPLE DESCRIPTION GRAY-BROWN SILTY SAND SAMPLED BY TESD - - - TESD PROJ. NO. 2000-218B DATE RECEIVED 4/4/02 LAB NUMBER 4210 LABORATORY TEST DATA 1 2 3 Compactor Pressure (psi) Moisture at Compaction (%)' Compacted Density (pcf) 270 150 100 19.6 21.0 21.9 116.6 113 110.5 Cover Thickness by Expansion Pressure (feet) Cover Thickness by Stabilometer (feet) Exudation Pressure (psi) R-Value (corrected) 1.37 0.57 0.3 0.68 0.94 1.08 570 320 220 53 35 25 EXPANSION PRESSURE 2.0 Ui >- 1.5 — UJ Ui 0 1.0 >-j'.- 0 ai 0.5 U) 0.0 0.0 0.5 1.0 1.5 2.0 COVER BY EXPANSION PRESSURE (feet) EXUDATION PRESSURE 200 300 400 EXUDATION PRESSURE (psi) 500 600 ASSUMED TRAFFIC INDEX R-VALUE BY EXUDATION R-VALUE BY EXPANSION R-VALUE AT EQUILIBRIUM 33 Reviewed By: oe\~ CARLOS ACERO, STAFF ENGINEER Testing Engineers - San Diego, Inc. Established R-VALUE TEST RESULTS PROJECT NAME El Camino Real and Orion Street - Geo. T&I CLIENT'S PROJECTOR WORK ORDER NUMBER 2000-218B SAMPLE LOCATION SAMPLE #1 - STA 1600+5 @ -2' SAMPLE DESCRIPTION AGGREGATE BASE SAMPLED. BY TESD TESD PROJ. NO. 2000-218B DATE RECEIVED 4/4/02 LAB NUMBER 4211 LABORATORY TEST DATA 1 2 3 Compactor Pressure (psi) Moisture at Compaction (%) . Compacted Density (pcf) 350 350 350 8.1 7.2 7.7 133.7 133.4 133.2 Cover Thickness by Expansion Pressure (feet) Cover Thickness by Stabilometer (feet) Exudation Pressure (psi) R-Value (corrected) 0 0.1 0.07 0.25 0.221 0.22 190 7601 400 83 851 85 EXPANSION PRESSURE 0.0 0.5 1.0 1.5 2.0 COVER BY EXPANSION PRESSURE (feet) EXUDATION PRESSURE w 100 80 60 LU 40 w 20 C.) 0 0 100 200 300 400 500 600 700 800 EXUDATION PRESSURE (psi) ..SS1J1'VIED 'rR...A.:rFIC II']:)E)c R VALUE BY EXUDATION 85 R VALUE BY EXPANSION N/A Reviewed By R-VALUE AT EQUILIBRIUM 85 CARLOS ACERO, STAFF ENGINEER / . tabIishedi1946 Testing, Engineers-San Diego Inc. if 7895 Convoy Court, Suite 18, San Diego, CA 92111 [858] 715-5800 Fax [858] 715-5810 REPORT OF'COMPACTION TEST DATA ; . . c / . . . S Project Name L. i' c ., ..., ProjectNumber . . TestDaté ' I 0 Page'. of Client . •. . . . . . . Test #. Material Structure . Test Location and Elevation or Depth relative to...0• ,' 0 . ?A& 'p . cAZ _/*'.•(4 "A) _(w 0 0• 0 • ' ' •0 ' 4 0 .7 00 ' •0•, - , 0 0 , 0' ' 0 ____ ____ ____ 0 _ "' 0 _' 0• • . 4, , , .0 , ' . 0 ______ ' ' 0 . 0 0 -, 0 •,4 : '. • 0 ' 0 ' Material: S = Soil, AC-= Asphalt Concrete, ATB = Asphalt Treated Base, , -AB,= Aggregate Base,.CTS = Cèmerit.Treated Soil LTS = Lime 'Treated Soil, 0 = Other 0 __0 , 0 •0, • 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 O •,44 4 Aw Nuclear Gauge Model and Serial Number-'__C?,t"_I Q9__(0_.c0 This report does not relieve the contractor or their responsibility for performance in accordancewith 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'sTesting Technician' . , •' Name: i M It'.Signature: . Client's or Contractor's Acknowledgement: ' Name: • Signature:, ' White Office Yellow Contractor Pink Field Technician - 4 .Test# Probe Depth' (inches) .Wet Density (pcf)___ ,• j__lrj I_"1 _3 '. , 0 , '. , : ' ,. Dry Density (pcf) Moisture (%) MD Curve Number Maximum Density (pcf)' ' )41,o IAI,b . 0 0 OptimumMoisture (%)' C.S 4 ,= 0' , 0 , , 0 ' RelativeCompaction,_AC Relative Moisture, RM.(%) Specified AC(%)'•, ______ 0,,' 0 ' '4 ' , ' ' ' .: ' ,0. SpecifiedAM (%) Conformane(Yes/No) r'+) !i) ' Testing Engineers-San Diego, Inc. ... stablishedJ946 7895 Convoy Court, Suite 18; San Diego,'CA'92111 [858] 715-5800 Fax [858] 715581O REPORT OF COMPACTION TEST DATA 9) ( '-'c Test Date 5'- ) 19 ) Page of Project Name Project Number Client Test # Material Structure Test Location and Elevation or Depth relative to... c ct3 J I -i4 ( 13 T 0 . . IV.,C ,t ( / A ¶A( 2 -t 5 I ?'W i ll 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 # o 4 Depth (inches) - IDensity (pcf) J4_7. Dry Density (pcf) 14_O .L) ,.? I( 1 14. 1 74J Moisture (%). 1.7 j$ 6.0 1 MD Curve Number MaximumDensity(pcf) 14 I - Optimum Moisture (%) Relative Compaction, RC ô cj Relative Moisture, RM Specified RC(%) - ------ Specified RM (%) Conformance (Yes/No) . S 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 f work and observations ,. TESD's Testing-Technician: Name: A_r 6—n-1 AZ )/frSignatüre: Client's or Contractor's Acknowledgement: .f. Name: Signature:-- S. '• 'a .., White- Office .. '. ,/ Yellow- Contractor . . Pink- Field Technician 140 130 120 '4- 0 CL .110 >. EOR I1. 70 COMPACTION TEST REPOR Curve No.: 7 Project No.: 00-218B Project: El Camino Real and Orion Street - Geo. T&1 Location: STA 23+75 Elev./Depth: / Remarks: TESD No. 4476 MATERIAL DESCRIPTION Description: BROWN CLAYEY SILT WITH GRAVEL, MIXED WITH LIME Classifications - USCS: AASHTO: Nat. Moist. = Sp.G. = Liquid Limit= Plasticity Index = %>3/4in. = 3.4% - %<No.200= RECEIVED I -- Date 3O;Ta L_ -i CITY OF CARLSBAD C: TEST RESULTS Maximum dry density = 110.5 pcf Optimum moisture = 8% - . Water content, % Plate -TESTING EN(INEFRS COMPACTION TEST REPORT Curve No 8 Project No Date 4/30/02 Project El Camino Real and Orion Street Geo T&I Location: STA 16+50 REV/f WFfl Elev./Depth: / iJAM/fi sfi Remarks TESD NO. 4477 4TF/V7> MATERIAL DESCRIPTION Description YELLOW BROWN SILTY CLAY, MIXED WITH LIME Classifications USCS AASHTO Nat Moist = SpG = Liquid Limit = - Plasticity Index = %>3/8in = F %<No200 TEST RESULTS Maximum dry density= 113 pcf Optimum moisture = 16% 140 130 120 .4- C-) 0 110 >-. (0 C ci) o 100 90 80 70 Water content % TESTING ENGINEERS Plate COMPACTION TEST REPORT Curve No.: 9 Project No.: 00-218B Date: 4/30/02 Project: El Camino Real and Orion Street - Geo. T&I Location: STA 19+00 Remarks: TESD NO. 4478 FREVIEWIED BY: 8 AMIN MATERIAL DESCRIPTION Description: BROWN CLAYEY SILT WITH GRAVEL, MIXED WITH LIME Classifications USCS AASHTO Nat Moist = Sp G = Liquid Limit = Plasticity Index = %>314 in. = 3.2% .. .... %<No.200=. .•. TEST RESULTS Maximum dry density = 106 pcf Optimum moisture = 19.5 % •. . 140 - . Test specification ASTMD1557-91 Procedure C Modified - - J.. LN 130 120 - 100% SATURATION CURVES - _T - FOR SPEC. GRAV EQUAL TO: 2.8 2.7 - L) CL I 110 2.6 T 1 i:EL1 80 i t H H 70 0 5 10 15 20 25 30 35 40 Water content % Plate L Testing Engineers-San Diego, 10c. Established 1946 7895 Cànvoy Court,.Suite 18, San Diego, CA. 92111 ... [858] 715-5800 Fax (858] 715-5810• REPORT OF COMPACTION TEST DATA Project Name El (p io t0 6 n - Project Number " ()o a,, Test Date ~ ') 0 'OG Page _. of Client Test # Material Structure Test Location and Elevation orDepth relative to... 6 . . . * / ,1,t IL1', _.o__5;::; 5T 6; tO'1 Lr1O' Sc 130 I?! 4-' 1 J. •. ?cIOSz +°t s; (?y IL . 'J . .. f S,= Soil, AC = Asphalt Concrete, ATB = Asphalt Treated Base, AB = Aggregate Base, CTS = Cement Treated Soil .LTS = Lime Treated Soil, 0 = Other . Base, AB P = Pavement Structural Section, F = General Fill, N = Native Soil, WL = Waterline, SS = Sanitary Sever, ST = Storm Sewer, U = Other Utilities, W = Wall Backfill, SC = Sidewalk, Curb/Gutter, 0 = Other . .5 Test # _ -- . L —la (agr . lv. /_ / 3 i '33 Probe Depth (inches) . 7"-- . -_______ _______ . _______ _______ _______ . -_-• Wet Density(pcf) Dry Density (pcf) 14. 1o'f 3 1_), I__ Ho.S Ilo, Moisture (%) ;, q /7. _' 3_O .:7- J 4,/ , 5 12,3 MD Curve Number Maximum Density (pcf). 1_4_o 115 . ----- I '.o I?LC Optimum Moisture (%) Relative Compaction,RC (%) O,T) C7o, Relative Moisture, AM 1 1.3 SpecifiedRC (%) _. 90,0 Specified AM Conformance (Yes/No) .) t_i 'Jrr V-' Ws I V ( c '/c i' . W/ Nuclear Gauge Model and Serial Number: . (7/V _70c'_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 rOtesting.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'/ii,, Signature: Client's or Contractor's Acknowledgerrient: Name: S Signature: White- Office Yellow- Contractor Pink- Field Technician Material: jStructure: - S ...jrr.. -' .,,. Testing Engineers-San Diego, a 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 Project Number ' 0 O 0 - I r.17 Test Date $ - 0 Page __. of Client Test # Material Structure Test Location and Elevation or Depth relative to... '3$ L S'. L :4 . .L.: •L • S Material: S = Soil, AC = Asphalt Conárete, 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 Sevër, ST = Storm Sewer, U = Other Utilities, W = Wall Backfill, SC = Sidewalk, Curb/Gutter, 0 = Other 4 Test# 74 )3l3 Probe Depth (inches) I . WetDensity(pcf) DryDensity(pcf) 7' ,jc_I Moisture(%) MD Curve Number #3 MaximumDensity(pcf) Optimum Moisture Relative compaction,RC RelativeMoisture,RM(%) Specified RC 900 Specified RM Conformance (Yes/No) Nuclear Gauge Model and Serial Number: CP(1-'JD 0__?'_7 .14 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 f6 scheduling retesting of reworked areas that have previously failed to meet specifications. See accompanying Daily Report of description of wK and observations - TESD's Testing' Technician: Name: A_(1'h01l1 _/)i//P / Signature: Client's or Contractor's Acknowledgement: Name: Signature: White- Office Yellow- Contractor Pink- FiFd :Wc1hnician Teig Engineers-San Diego Established 1946 ' 7895 Convoy.Court, Suite 18, San Die0o,CA92111 [858]:715-5800-.Fax [858] 715-5810 REPORTOF.COMPACTiON TEST DATA. . Project Nam e Project Number - ) 3" Test Date ' - / - C) ) Page of Client .. . . . . Test # Material Structure Test Location and Elevation or Depth relative to... ij_c s• 041L4../ 11' . . . _______ •1 . ..,. . . .. Material: S = Soil, AC = Asphalt Concrete, ATB =Asphalt Treated Base, AS Aggregate Base, CTS = Cement Treated Soil LTS = Lime Treated Soil, 0 = Other . _- Structure:. P = Pavement Strücturàl Section, F= General Fill, N = Native Soil, WI = Waterline, SS =.Sanitary Sew'ér, ST = Storm Sewer 11= Other Utilities, W = Wall Baókfill, SC = Sidewalk, Curb/Gutter, 0 = Other Test #. _ ... H-'• j/. j Probe ,Depth (inches). . Wet nsity(pcf)-.,. M.4 , ) 72 .2 Dry Density (pcf) .Moisture(%) ______i I I1.D -MD Curve Number . MaximumDensity(pcf) j '13-2,0 - . Optimum Moisture (%) _. . . . Relative Compaction, RC (%) . . . Relative Moisture,RM .Specified RC (%)•- Specified RM(%) Conformance(Yes/No) . . . . . Nuclear Gauge Model and Serial Number: .(PAl _.71.0 1OtS"o 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'sTestingTechnician: Name: f%1'l'l_ffli(ir Signature: Client's or Coniractor's Acknowledgement: . Name: . Signature: .. . . ..........................-.:. . White- Office . . Yellow- Contractor Pink- Field Technician ' îè. i.n..g ngineers-SanDiego, nc. - 7895Convoy Court, Suite 18, San Diego, CA. 92111 [858] 715-5800 Fax, [858] 715-5810 REPORT OF COMPACTION TEST DATA ProjectNarné E/ Cc&rv:,, 4 ProjectNumber_ Qbbo 'I'1 estD4 0? Client Established 1946 Page of Test # Material Structure. Test Location and Elevation or Depth relative to... l)L .O 51ç_ tJO'rT ç,J, /E o •f49 1 Li . c1.1$ ___ ___ - ' L. Li I - '• ( c-1'qi> 9 'Sr. ___ s't1k 4 • I AA P J.OV ' Material: S = Soil, AC= AsphaltCàncrete, 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 Séwer,ST=.Storm Sewer, . U = Other Utilities, W = Wall Backfill, SC = Sidewalk, Curb/Gutter, 0 =Other -. - Test #' . J(j l )- i4 1?5 II / J244 J25 /5 Probe Depth (inches) 7 ,, .— WetDnsity(pcf) ;. . I (A 117.7 j 1 1 [Irg I 1 'er: /I/9 Dry Density(pcf) - 10.4. 6 I o) )o5' 1i;.' boA IiY3,'1'4.(. Moisture (%) :. )) ' 11,11 Cl)l.', 111t. it S 1: II (7 133 1. 9' i,! F1DCurve Number Maximum Density (pcf) Optimum Moisture (%) : i-So - -. Relative C ompaction, RC % 90.0 C/ 'Ito ? o re . - 1L2i qoo q a. Cja,, Relative Moisture, RM (k'0) I 11. I 1 1A fl, $' 1 1 4 1:3 1 10,17 la, ' I Specified RC : . 90 q0 _____ . • Specified RM (%) - 1 3 - S.,- • ____ S. Conformance (Yes/Na) •V 6_• '(t,I D W v s 1 k.5 VP( IVU I Jpj- Nuclear Gauge Model and Serial Number: 0 • . . This report does not. relieve the contractor or their respbnsibilityfor performance in accordance with the plans, specifications and applicable codes. The contractor is responsible for scheduling retesting of reworkedareas that have previously failed to meet specifications. See accompanying Daily Report of description of.work and observations TESD's TetingTechnician: Name A riL wi ,4'Za',signature: • 1'. 9'k' Client's or Contractor's Acknowledgement: ' • Name: • . • Signature: LZ White- Office • • . • • Yellow- Contractor' Pink- Field Technician