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3623; CHARLEEN CIRCLE; TEST RESULTS;
TestingEngineers -SanDiego, Inc. Established 1946 QUO W. William Lopez July 19, 2002 City of Carlsbad • Project No. 2002-0226 5950 El Camino Real Carlsbad, CA 92008 Subject: AS-GRADED COMPACTION REPORT Project: Charleen Circle Carlsbad, California Dear Mr. Lopez: In accordance with your request, Testing Engineers - San Diego, Inc. (TESD) has conducted compaction testing during preparation of the above referenced project. Services described herein were provided by TESD from April 10, 2002 through May 2, 2002. As indicated in our field inspection reports, a representative of this office observed subgrade scarification and re-compaction of subgrade, and compaction of imported aggregate base and placement of asphalt concrete pavement for the referenced roadway. Subgrade preparation included scarification to a minimum depth of 12 inches and recompaction to a minimum of 95% relative compaction. Grading and pavement operations were overseen by City's Senior Inspector Bill Lopez. Summaries of field and laboratory compaction test results are provided on Appendix B, Tables 1 and 2. Results of our field observations and density testing indicate that the subgrade and aggregate base preparation generally meets the minimum relative compaction requirements of 95% per test method ASTM D-1557. Test numbers 23, 33, and 43 had relative compaction results between 92 and 94 percent, however these test areas were approved by the city inspector. If you should have any questions after reviewing this report, please do not hesitate to contact the undersigned at (858) 715-5800. - San Diego, Inc., )S E. Act Engineer 2002-0226 City of Carlsbad as-graded.cea 2: L lark, GE 219 fecbnical Engineer —( No. 219 9/30/05 )* Testing Engineers - San Diego, Inc., 7895 Convoy Court, Suite 18 San Diego, CA. 92111 [858] 715-5800 Fax [858] 715-5810 APPENDIX A COMPACTION TEST RESULTS Table I REPORT OF COMPACTION TEST DATA Print Date: June 10, 2002 Project Number: 2002-0226 Project Name: City of Carlsbad Charleen Circle Location: Charleen Circle Carlsbad, California Engineer: Larry G.-Clark, RCE 26151, Renewal 3/31/05 Test # Test Test Location MD CurveMoisture Dry Density (pcf) Relative Compaction Conform Date Number Non-Conform I Field I Optimum I Field Maximum Obtained F Required * 1 4110/2002 North side of Charleen Circle, -6' West of 1 5.8% 9.5% 113.2 130.0 87% 90% Nonconform Donna Drive 2 4/10/2002 North side of Charleen Circle, -105' West 1 9.1% 9.5% 113.5 130.0 87% 90% Nonconform of Donna Drive 2A 4/11/2002 Retest of Test #2 dated 4/10/02 1 6.8% 9.5% 113.4 130.0 87% 95% Nonconform 3 4/11/2002 North side of Charleen Circle, -105' West 1 4.5% 9.5% 117.3 130.0 90% 95% Nonconform of Donna Drive, at subgrade 2B 411212002 Retest of Test #2A dated 4111102 1 7.2% 9.5% 122.9 130.0 950/0 950/6 Conform 3A 4/1212002 Retest of Test #3 dated 4111102 1 10.9% 9.5% 127.6 130.0 98% 95% Conform 4 4/16/2002 North Side of Charleen Circle, Station I + 2 5.5% 6.5% 127.3 141.0 90% 95% Nonconform 60, @ 6" above subgrade 5 4/16/2002 South side of Charleen Circle, Station 2 + 1 11.1% 9.5% 114.4 130.0 88% 95% Nonconform 14, @ subgrade 6 4/16/2002 North side of Charleen Circle, Station 0 + 1 10.2% 9.5% 123.2 130.0 95% 95% Conform 05, @ 6" above subgrade 4A 4I16I2002 Retest of Test #4 dated 4I16IO2 2 12.1% 6.50/6 1340 141.0 95% 95% Conform 7 4/16/2002 North side of Charleen Circle, Station 1 + 2 9.8% 6.5% 136.2 141.0 97% 95% Conform 28, @6" above subgrade 5A 4I16I2002 Retest of Test #5 dated 4116102 1 11.3% 9.5% 125.8 130.0 97% 95% Conform 8 4/16/2002 South side of Charleen Circle, Station 0 + 1 11.1% 9.5% 123.9 130.0 95% 95% Conform 85, @subgrade 9 4/16/2002 South side of Charleen Circle, Station I + 1 11.9% 9.5% 125.6 130.0 97% 95% Conform 35, © subgrade 10 4/17/2002 Charleen, south side curb, Station 2+13, 2 7.4% 6.5% 128.0 141.0 91% 95% Nonconform finished base grade 11 4/17/2002 Charleen, south side curb, Station 1+45, 2 8.2% 6.5% 123.5 141.0 88% 95% Nonconform finished base grade 12 4/17/2002 Charleen, south side curb, Station 1+29, 2 6.8% 6.5% 127.4 141.0 90% 95% Nonconform finished base grade IOA 411712002 Retest of Test #10 dated 4117102 2 6.5% 6.5% 138.1 141.0 98% 950/6 Conform hA 4I17I2002 Retest of Test #11 dated 4117102 2 5.7% 6.5% 1342 141.0 950/6 950/0 Conform 12A 4117I2002 Retest of Test #12 dated 4117102 2 6.9% 6.5% 133.3 141.0 95% 950/0 Conform 13 4/17/2002 Charleen, south side curb, Station 0+90, - 2 5.9% 6.5% 138.6 141.0 98% 95% . Conform 1.5 inches below finished base grade 14 4/18/2002 South side of Charleen Circle, Station 0 + 2 8.1% 6.5% 136.9 141.0 97% 95% Conform 91, @8" above subgrade 15 4/18/2002 South side of Charleen Circle, Station 1 + 2 6.2% 6.5% 134.2 141.0 95% 95% Conform 59, @8" above subgrade 16 4/18/2002 South side of Charleen Circle, Station 2 + 2 8.9% 6.5% 134.1 141.0 95% 95% Conform 15, @8" above subgrade 17 4/18/2002 Base Grade for curb and gutter at 2 3.9% 6.5% 134.4 141.0 95% 95% Conform driveway of 2045 Charleen 18 4/18/2002 Base Grade for curb and gutter at end of 2 9.0% 6.5% 130.9 141.0 93% 95% Nonconform southwest corner radius 18A 4118I2002 Retest of Test #18A dated 4118102 2 7.4% 6.50/6 134.3 141.0 95% 950/0 Conform 19 4/19/2002 Cult-de-sac area at 2010 Charleen, 6-8" 2 5.7% 6.5% 133.4 141.0 95% 95% Conform above subgrade Page 1 of 3 REPORT OF COMPACTION TEST DATA Print Date: Project Number: Project Name: Location: Engineer: Test # I June 10, 2002 2002-0226 City of Carlsbad Charleen Circle Charleen Circle Carlsbad, California Larry C. Clark, RCE 26151 • Renewal 3/31/05 20 4/22/2002 South side of Cult-de-sac, Station 2 + 54, @6" above subgrade, curb and gutter 21 4/22/2002 South of 2010 Charleen to Station 2+60, 6' above subgrade, curb and gutter 22 4/22/2002 Driveway of 2039 Charleen @ subgrade **23 4/22/2002 Driveway of 2035 Charleen @ subgrade (west driveway) 24 4/22/2002 West Driveway of 2041 Charleen © subgrade 25 4/23/2002 East Driveway of 2041 Charleen © subgrade 26 4/23/2002 Driveway of 2027 Charleen © subgrade *27 4/24/2002 South side of roadway at 2045 Charleen (Driveway) at subgrade *28 4/24/2002 North side of roadway at 2030 Charleen (walkway) at subgrade *29 4/24/2002 South side of roadway at 2041 Charleen (walkway) at 6" below subgrade *30 4/24/2002 North side of cult-de-sac at 2030 Charleen (driveway) at 6" below subgrade 31 4/26/2002 South side of roadway, Station 0+74 (Tree) © 6" below subgrade 32 4/26/2002 South side of roadway, Station 2+01 (Tree) @ 6" below subgrade **33 4/26/2002 South side of roadway, Station 0+79 (Tree) © 6" below subgrade 34 4/26/2002 North side of roadway, Station 1+49 (Tree) @ 6" below subgrade 35 4/29/2002 Roadway of Charleen Circle © Station 0+54 at subgrade, north side 36 4/29/2002 Roadway of Charleen Circle @ Station 0+54 at subgrade, north side 37 4/29/2002 Roadway of Charleen Circle © Station 0+54 at subgrade, center 38 4/29/2002 Roadway of Charleen Circle @ Station 0+70 at subgrade, south side 39 4/30/2002 17' North of manhole in cult-de-sac © subgrade 40 4/30/2002 20' Northwest of manhole in cult-de-sac @ subgrade 41 4/30/2002 20' South of manhole in cult-de-sac © subgrade 42 5/1/2002 Station 1+90 (4" of AB) **43 5/1/2002 Station 1+02 (4" of AB) 44 5/2/2002 Station 1+49 © Base Grade, 4" 45 5/2/2002 Station 0+60 © Base Grade 42A 51212002 Retest of Test #42 dated 511102 2 7.1% 6.5% 137.9 141.0 98% 95% Conform 2 8.1% 6.5% 135.4 141.0 96% 95% Conform 1 11.5% 9.5% 125.0 130.0 96% 95% Conform 1 10.9% 9.5% 122.5 130.0 94% 95% Nonconform 1 6.9% 9.5% 123.2 130.0 95% 95% Conform 1 5.4% 9.5% 123.0 130.0 95% 95% Conform 1 7.3% 9.5% 123.7 130.0 95% 95% Conform 3 7.2% 9.0% 120.3 130.5 92% 95% Nonconform 4 8.7% 8.5% 119.0 129.5 92% 95% Noncoñform 3 4.5% 9.0% 110.0 130.5 84% 95% Nonconform 4 5.5% 8.5% 108.0 129.5 83% 95% Nonconform 4 9.3% 8.5% 121.0 129.5 93% 95% Nonconform 3 11.7% 9.0% 123.5 130.5 95% 95% Conform 4 9.3% 8.5% 122.0 129.5 94% 95% Nonconform 3 7.6% 9.0% 124.3 130.5 95% 95% Conform 3 9.1% 9.0% 124.8 130.5 96% 95% Conform 3 10.9% 9.0% 124.4 130.5 95% 95% Conform 3 11.1% 9.0% 124.2 130.5 95% 95% Conform 3 13.6% 9.0% 130.0 130.5 100% 95% Conform 3 13.8% 9.0% 125.7 130.5 96% 95% Conform 3 13.6% 9.0% 128.3 130.5 98% 95% Conform 3 10.8% 9.0% 125.5 130.5 96% 95% Conform 2 5.5% 6.5% 130.9 141.0 93% 95% Nonconform 2 4.7% 6.5% 130.1 141.0 92% 95% Nonconform 2 6.0% 6.5% 140.0 141.0 99% 95% Conform 2 6.7% 6.5% 139.2 141.0 99% 95% Conform 2 5.30/6 6.50/6 139.6 141.0 99% 950/6 Conform Page 2 of 3 REPORT OF COMPACTION TEST DATA Print Date: June 10, 2002 I Project Number: 2002-0226 Project Name: City of Carlsbad Charleen Circle Location: Charleen Circle Carlsbad, California Engineer: Larry C. Clark, RCE 26151, Renewal 3/31/05 Test # I Test ITesti-ocation MD Curve Moisture Dry Density (pcf) Relative Compaction Conform Date I Number Field I Optimum Field I Maximum Obtained I Required Non-Conform 46 5/2/2002 North side of Cult-de-sac @ Sta 2+85 @ 2 5.7% 6.5% 134.0 141.0 95% 95% Conform base grade (25' north of manhole) 47 5/2/2002 South side of Cult-de-sac. Station 2 + 85 2 6.0% 6.5% 134.7 141.0 96% 95% Conform @ base grade (25' south of manhole) *1 General area of test #1 was scarified and recompacted, test #6 represent the reworked general area *27 General area of test #27 was excavated 6 inches, tested at that elevation (test #31), and retested (test #38) *28 General area of test #28 was excavated 6 inches, tested at that elevation (test #30), and retested (test #29) *29 General area of test #29 was scarified and recompacted, test #34 represent the reworked general area *30 General area of test #30 was scarified and recompacted, test #39 represent the reworked general area *31 General area of test #31 was scarified and recompacted, test #38 represent the reworked general area 23 Area approved by project inspector 33 Area approved by project inspector **43 Area approved by project inspector Page 3 of 3 TABLE 2 RESULTS OF MAXIMUM DENSITY TESTS (ASTM-D-1557) SAMPLE # DESCRIPTION MAXIMUM DRY OPTIMUM MOISTURE DENSITY (PCI) CONTENT (%). 1 Red brown silty sand 130.0 9.5 2 Class 11 Aggregate Base 141.0 6.5 3 Dark orange-light brown clayey 130.5 9.0 sand 4 Dark orange light brown silty 129.5 8.5 sand Testing Engineers -San Diego; Inc. City of Carlsbad May 24, 2002 Engineering Department TESD Job No. 2002-0226 Attn: William Lopez 5950 El Camino Real Carlsbad, CA 92008-7314 Job Name: CHARLEEN CIRCLE - CITY OF CARLSBAD Address: Carlsbad, California The following pages present TESD's field compaction, inspection, and/or laboratory test reports for the above referenced project for work performed through 5/3/02. These reports cover the locations of work inspected and tests performed in accordance with generally accepted standards and do not constitute engineering opinions or project control. It is the responsibility of the contractor to schedule retests or reinspections of any areas that do not meet project specifications. TESD neither controls nor supervises the work at the site. We are not responsible for errors and omissions of the contractor, nor for the contractor's failure to keep the work on schedule or carry it out in accordance with the project plans, specifications and all applicable codes. We appreciate the opportunity to provide services on this project. Should you have any questions regarding the accompanying information, please contact our office at (858) 715-5800. Respectfully submitted, Testing Engineers - San Diego, Inc. La.rry Clarkifjc& Larry Clark Vice President of Engineering Testing Engineers - San Diego, Inc., 7895 Convoy Court, Suite 18 San Diego, CA. 92111 [858] 715-5800 Fax [858] 715-5810 Established 1946 ' [:]Testing Engineers - San Diego, Inc. 0 Testing Engineers - Inland Empire CL 7895 Convoy Court, Suite 18 571-E Crane Street San Diego, California 92111 Lake Elsinore, California 92530 phone: (858) 715-5800 phone: (909) 471-3500 fax: (858) 715-5810 fax: (909) 471-3732 Page 1 of Date: 5' 3' Eat. 1946 Job Name: _ (4, Wdress:. j 2j C èL ' € I t Job No. 0 ' — ei ( Client/Contractor- Wield Report 0 Notice to Comply Type of Service Performed: oil 0 Concrete 0 Asphalt Concrete o Pre-stress Concrete 0 Engr. Observation 0 Masonry 0 Structural Steel 0 Waterproofing 0 Fireproofing 0 Roofing 0 Other Inspection Check List: 0 Soils Report 0 Plans Building Permit #: Plan File U: On-Site Equipment: bests Performed (see attached) Sample Type: 0 Specs. DSA U: ORFI 0 Codes OSHPD U:_______________ A cLW' S' 7fr ca 'r A /2f/Z.i rA'.i 7i- 7itIç a & - - — c ?& /7 (Z'1.,C'y'•'/1qø/tb,i,J_)._E Iq ,j&s_ L-) '72. -pl2-J s'& 10 R6 116.4 93 SffO 6 Y,'t 1.I'1e#" I - ba j T-$o0 h',, I L t#1tAd( C 14 ,t4ÔL6P f(4v'flIf!. L S'fL'%-ijc &me?a2 LA y f4 L, L.. A7it 1 fr."7" ii' 4aii flA t 7' a tJJcrc 2#3d4ee 6Jfg,f1aJ_4 )j1 14v'iiij L411 ,"_,vC7 Jr 0,4.r A 3 LAS P cA'rJ tAiJ h a y1ij1 t- lro VV pa q 4 a I I ' S tLi 1 64 C A e4 va-I I_3;11_pf a d _ A-'._LJAc_-iA-/I-t_-r L Abfi.,_-r• _•c yr ,4iQtv'e_ - _jAe-1_ -c.i t 2I OS7/ Ivt,C CERTIFICATION OF COMPLIANCE: All of the observed work, unless otherwise stated, is in conformance with the approved plans and specifications ana the workmanship provisions of the applicable code. For any 'no -conforming' items th ontractor shall schedule TESD for reinspection and retesting. Inspectors Signature/Name 6L" Carl. No. Approval Signature/Name/Company TESO Form: 100-01 Date: " r Testing Engineers-San Diego, Inc. Established 1946 7895 Convoy Court, Suite 18, San Diego, CA. 92111 [858] 715-5800 Fax [858] 715-5810 REPORT OF COMPACTION TEST DATA Project Name 11 &-" Cu" c, Jr C le Project Number 00 b Test Date 5—.-0,7 Page of Client Test # Material Structure Test Location and Elevation or Depth relative to... 4 ,q c e _c')o #'--J'ie "3k _1"AC fr)t IV s,,ç1 1-1g O%.cVtk 5J1e /5 ?-tco - -j (.!dA4G) jci ___ ___ 5OvjJtr L 50 Material: S = Soil, AC = Asphalt Concrete, ATB = Asphalt Treated Base, AB = Aggregate Base, CTS = Cement Treated Soil LTS = Lime Treated Soil, 0= Other Structure: P = Pavement Structural Section, F = General Fill, N = Native Soil, WL = Waterline. SS = Sanitary Sewer, ST = Storm Sewer, U = Other Utilities, W = Wall Backfill, SC = Sidewalk, Curb/Gutter, 0 = Other Test# Z fl 41j 45 '4C LL41 __ Probe Depth (inches) Wet Density (pcf) ssi i4'i. '4'i,c' I1$.o I_si /44 Dry Density (pcf) Moisture (%) MD Curve Number /i3it £5jIJ Maximum Density (pcf) OptimumMoisture(%) Relative Compaction, RC (%) b 10b0 Ioo.c, q J0 Relative Moisture, AM Specified RC G15. Specified AM Conformance (Yes/No) V_ ./ ye s 9_5 'Jej Nuclear Gauge Model and Serial Number: C< _PA' p_19 gcn)_53.? This report does not relieve the contractor or their responsibility for performance in accordance with the plans, specifications and applicable codes. The contractor is responsible for scheduling retesting of reworked areas that have previously failed to meet specifications. See accompanying Daily Report of description of work and observations TESD's Testing Technician: Client's or Contractor's Acknowledgement: Name: An&6 4 1 Mi It 6/" Signature: _IL4JAAI;,_ Name: '4 "1 Signature: White- Office Yellow- Contractor Pink- Field Technician 0 Testing Engineers - San Diego, Inc... . Testing Engineers - Inland Empire Ii 7895 Convoy Court, Suite 18 571-E Crane Street San Diego, California 92111 Lake Elsinore, California 92530 phone: (858) 715-5800 phone: (909) 471.3500 fax: (858) 715-5810 fax: (909) 471-3732 Page 1 of Eat. 1946 Date: Job Name:CA if-,A Address: C ,, Job No. _OZ> d - O — Client/Contractor: Field Report 0 Notice to Comply Type of Service Performed: Soil o Concrete 0 Structural Steel Asphalt Concrete o Pre-stress Concrete 0 Fireproofing 0 Engr. Observation 0 Masonry 0 Other 0 Waterproofing 0 Roofing Inspection Check List: ,,oils Report Building Permit #: Plan File #: )n-Site Equipment: 9 Tests Performed (see attached) 0 Plans Sample Type: 0 Specs. 0 RFI 0 Codes DSA #: OSHPD #:_______________ A rrb'de r:-lt ar s'+i fCf Ce9,-7- (311s 12 1A, i. A/ (1A ci-fe 'i c" ju t/4hen (jaAr-J 54a C 6,J Ldlqc h,11 . P, a 1A,A. 10 t-c 11#ld.lJ%. 1A AJ (0M")- OsiT/ 1c'1 g,,',,'e 14 e-PN-7IobocO / q t- 4 A .. c?-0 Lj '4• k' iin' 1'i '..ii I III.R I luri OF COMPLIANCE: All of the observed work, unless otherwise stated, is in conformance with the approved plans and specifications and the workmanship provisions of the applicable jode. For any non-conforming itemthi,e contractor shall schedule TESD for reinspection and retesting. Inspector's Signature/Name Cert. No. Approval Signature/Name/Company Date: 7 - TESD Form: 100-01 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 1% 1k /1 kivi Project Number 0 () 0 J Test Date 5 Page of Client Test # Material Structure Test Location and Elevation or Depth relative to... 10 It (3 JL. 51A_i _t'i -r 4_°i _&, _I Al 'O -o (9 /-l'ct, ( 0#ç (I) Material: S = Soil, AC = Asphalt Concrete, ATB = Asphalt Treated Base, AB = Aggregate Base, CTS = Cement Treated Soil LTS = Lime Treated Soil, 0= Other Structure: P = Pavement Structural Section, F = General Fill, N = Native Soil, WL = Waterline, SS = Sanitary Sewer, ST = Storm Sewer, U = Other Utilities, W = Wall Backfill, SC = Sidewalk, Curb/Gutter, 0 = Other Test # 4D __ 4' Probe Depth (inches) Wet Density (pcf) 4 c' )4 9 Dry Density (pcf) 14 6 .o L 179. L 1 34-t 17A.1 Moisture (%) 1.0 t_.7 53 5__9 &, MD Curve Number .-.-- Maximum Density (pcf) Optimum Moisture (%) Relative Compaction, RC go Relative Moisture, RM Specified RC Specified RM(%) Conformance(Yes/No) Nuclear Gauge Model and Serial Number: (_A/ __7I_0 1 012 5'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's Testing-Technician: Name: A_t'1i'r.v..j /i'I I lti/Signature: W 9 L 1' Client's or Contractor's Acknowledgement: Name: Signature: White- Office Yellow- Contractor Pink- Field Technician Lk []Testing Engineers-:,San Diego, Inc. 0 Testing Engineers - Inland Empire 7895 Convoy Court Suite 18 571-E Crane Street San Diego, California 92111 Lake Elsinore, California 92530 phone: (858) 715-5800 phone: (909) 471-3500 fax: (858) 715-5810 fax (909) 471-3732 Page 1 of Date: Eat. 1946 Job Name: t L 1 Address: 14 4,,. / # Job No. 2-a 9 . Client/Contractor EField Report 0 Notice to Comply Type of Service Performed: ,._SoiI Asphalt Concrete 0 Engr. Observation Concrete Pre-stress Concrete 0 Masonry 0 Structural Steel 0 Fireproofing 0 Other__________________ 0 Waterproofing 0 Roofing Inspection Check List: 0 Soils Report 0 Plans 0 Specs. Building Permit #: Plan File #: DSA #: )n-Site Equipment: [Tests Performed (see attached) Sample Type: 0 RFI 0 Codes OSHPD #:_______________ A rj4 D rn Y4 of (3,n gid1e#r'~ ,1 P S /i2 V if , i1 'v'D 1ii 4 V kaA 1iii 4, ii (4 L' t— k (P2)cP000,, AJiw dm 4 e'1 ei 9 SOA r/k" w 2f1O; &pi/vAAAJ \ii Q#t Pir4 (A llvo gl e4 ' I C (.• - 13; 1/ l-s 4,0 CERTIFICATION OF COMPLIANCE: All of the observed work, unless otherwise stated, is in conformance with the approved plans and specifications and the workmanship provisions of the applicable code. For any'non-conforming" items the contractor shall schedule TESD for reinspection and retesting. Inspectors Signature/Name Cert. No. Approval Signature/Name/Company Date: TESO Form: 100-01 ---Testing Engineers-San Diego, Inc. if 7895 Convoy Court, Suite 18, San Diego, CA. 92111 [858] 715-5800 Fax [858] 715-5810 S REPORT OF COMPACTION TEST DATA Ck Established 1946 Project Name C l-t,(,_, C C' Project Number ô - 0 c L Test Date 0 ?' Page a,-of Client Test # Material Structure Test Location and Elevation or Depth relative to... P 747 tI",43) 1 3 loft. )*O- Material: S = Soil. AC = Asphalt Concrete, ATB = Asphalt Treated Base, AS = 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, 55 = Sanitary Sewer, ST = Storm Sewer, U = Other Utilities, W = Wall Backfill, SC = Sidewalk, Curb/Gutter, 0 = Other Test # ______ 1? ____ ___ _• ___ -- ___ ___ Probe Depth (inches) 4 ' Wet Density (pcf) I It Dry Density (pcf) - t 130,1 Moisture (%) MD Curve Number Maximum Density (pcf)14o Optimum Moisture (%) Relative Compaction, AC (%) Relative Moisture. AM (%) Specified AC (%) q S c .s Specified AM (%) Conformance (Yes/No) r4f 0 •• f/i) ______ ______ ______ ______ Nuclear Gauge Model and Serial Number: CPA1 '? I QGI 0 0 So ,. 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'sTesting-Technician: Name:AMA-4 ,14 6/1.j lu', Signature: at. 40A Clients or Contractor's Acknowledgement: Name: Signature: Z_0_0.0_2~ AP—_ White- Office Yellow- Contractor Pink- Field Technician DYesting Engineers - San Diego, Inc. 0 Testing Engineers - Inland Empire 7895 Convoy Court, Suite 18 571-E Crane Street San Diego, California 92111 Lake Elsinore, California 92530 phone: (858) 715-5800 phone: (909) 471-3500 fax: (858) 715-5810 fax: (909) 471-3732 Page 1 of .._J.. Date: ç;..__7 Est. 1946 lob Name: ( ba if Address: L tu, a -. A Job No. 09 -0 £Z Client/Contractor: Wield Report 0 Notice to Comply Type of Service Performed: ,JCSoil o Concrete 0 Structural Steel 0 Waterproofing 0 Asphalt Concrete o Pre-stress Concrete 0 Fireproofing 0 Roofing 0 Engr. Observation 0 Masonry 0 Other__________________ Inspection Check List: Building Permit #: )n-Site Equipment: lkests Performed (see attached) 0 Soils Report Plan File #: 0 Plans 0 Specs. 0 RFI 0 Codes DSA #: OSHPD #:_______________ Sample Type: #1 r- ii.,') ys. t 4 c A ( ' re-.-r 7, ,p of r 0 U it& z y e - '- 6,r Pcvt c iiy i(-r £1 C t o T 1'-iT ec4i b /) fi ahi, .All e14 L (i 4 ina I cd / / 1./t( LO (71A -i 4 r fl .j by C,4-r £f3 -5J4 A V'Pt.i (/1n,j5 PjA A^fAJ L,ii 1 IAI .tt (7 c ra V; 1/1 p.14cc) GER u ,rIn I Him Or vMruRNI..t: All or me oDserveci work, unless otherwise stated, is in conformance with the approved plans and specifications and the workmanship provisions of the applicable code. For any "non-conforming items the contractor shall schedule TESD for reinspection and retesting. Inspectors Signature/Name Approval Signature/Name/Cor Cert. No. Date: TESO Form: 100.01 ff TESTING ENGINEERS - SAN DIEGO 795 CONVOY COURT, SUITE 18 SAN DIEGO, CA 92111 REP& OF ---SAND CONE DENSITY TESTS A.S.T.M. D1556 TEST RESULTS RESULTS RESULTS. RESULTS RESULTS RESULTS RESULTS 1 Wet Soil, Lbs -57 '5? ç' 716 0. 9, is 2 Moisture WET SOIL / Pb / 6 0 lb b Determinations DRY SOIL DIFFERENCE % MOISTURE 4 Unit Wt. of Sand, Lbs. I ft' Sand in Apparatus Before Test, Lbs. 1 '3' O) / 7") I 30 1 3,40 6 Sand in Apparatus After Test, Lbs. 4 77 Sand in Hole + Cone, (5) - (6) Z' 'c_) jr B Vol. of Hole + Cone, (7) -- (4) 914 0-0q21? 01693 9 9 Vol. of Cone 0- 040) th6 40.046? 6O4,1 10 Vol. of Hole (8) - (9) Oo.s'/ O,OSto 0,0534 11 Wet Density (1)+(10) /113 /i5 ' )_3c0 12 Dry Density ((11)—(Moist.+100))x100 . j'5 7 j )' 3: j.9 $5 . 13 Standard Density 1 30-,X 1 3o. S I 14 %of Standard Density ((12) —_(13))_x_100 15 Optimum Moisture a.. . . .. 16 % Density Required ç 17 Complies oes Not Comply > r'Dq1, ' .• TEST RESULTS RESULTS RESULTS RESULTS RESULTS RESULTS RESULTS Test NumbersJar Test MO Curve No. :7 Nfl TEST . . LOCATIONS Li' b1' (V'pL.1 pj( j • I(AifC a c. l$,t,. ' ' h'1 or ,. .. , PROJECT fillgk I WORK REQUESTED BY I PROJECT NUMBER TEST DATE/TECHNICIAN '4.- NOTIF AT PROJECT SITE BY PHONE DATE THIS REPORT DOES NOT RELIEVETKE OF HIS RESPONSIBLITYTO BUILD PER THE PLANS, SPECIFICATIONS AND ALL APPLICABLE CODES WHITE - QtIice CANARY -Field Technician PINK - Conlractor Form#015 o Testing Engineers - San Diego, Inc. 7895 Convoy Court, Suite 18 San Diego, California 92111 phone: (858) 715-5800 fax: (858) 715-5810 LX.... []-Testing Engineers - Inland Empire 571-E Crane Street Lake Elsinore, California 92530 phone: (909) 471-3500 fax: (909) 471-3732 Page 1 of Date: 4 Es?. 1946 Job Name: C1411 Address: Job. No.. C)' --6 Client/Contractor: 1yield Report 0 Notice to Comply Type of Service Performed: ._Soil o Concrete ' 0 Asphalt Concrete o Pre-stress Concrete 0 Engr. Observation 0 Masonry 0 Structural Steel 0 Fireproofing 0 Other 0 Waterproofing 0 Roofing inspection Check List: Building Permit #: )n-Site Equipment: Tests Performed (see attached) 0 Soils Report 0 Plans Plan File #: Sample Type: 0 Specs. DSA #: 0 RFI 0 Codes OSHPD #:_______________ 4C dlej 0 1A 49# . ()c?( /'cfgrT A A bi /'// C'r ,, s ;i7' , ,. , -7- 4 s 7, YJ rc J °h /2_c. AUeQ eea ad ?'t A n egijçy p/I r- m.p i'.c' eis -Li-it /ir 1 fli cAe ft -Y i "mum I rjra ijr VMrLIRNt: All OT me onserved work, unless otherwise stated, is in conformance with the approved plans and specifications and the workmanship provisions of the applicable code. For any"non-conforming' item) the contractor shall schedule TESD for reinspection and retesting. Inspector's Signature/Name Cert. No. Approval Signature/Name/Company Date: j TESD Form: 10001 TESTING ENGINEERS - SAN DIEGO 7895 CONVOY COURT, SUITE 18 SAN DIEGO, CA 92111 REPORT OF SAND CONE DENSITY TESTS A.S.T.M. D1556 TEST RESULTS RESULTS RESULTS RESULTS RESULTS RESULTS RESULTS 1 Wet Soil, Lbs '47 7,0 2 Moisture WETSOIL Determinations ORYSOIL Jot, /do /0 o / a a / D 16,, / c c, ' çg . DIFFERENCE %MOISTURE _____ _______________ / / 4 Unit Wt. of Sand, Lbs./ft Sand in Apparatus Before Test, Lbs. 17. O/ 1 ?. / #3 I 3-'r) / 3 1 '')ô /17,10. 6 Sand in Apparatus After Test, Lbs. Sand in Hole + Cone, (5) - (6) 8 Vol. of Hole + Cone, (7) + (4) p o c1 qqs 0 1 b4 I 9 Vol. ofCone O,ô4,3 O- 6.6447 10 Vol. of Hole (8) - (9) 0.0051? 0,0107 o,o339 11 Wet Density (1) + (10) 2 b 1 3 71 1 *3?- I /1 ' 12 Dry Density ((11) — (Moist. + 100)) x 100 .1 . 7t. 0 13 Standard Density I ' i of 14 % of Standard Density ((12) +_(13))_x_100 15 Optimum Moisture D S. 0 0 t 0 16 % Density Required '?• 0 q-50 /iô 936 IF o 9' > ... _ TEST RESULTS RESULTS RESULTS. RESULTS RESULTS RESULTS RESULTS Test Numbers ar Test gL MD Curve No. 3 TEST NO LOCATIONS 1°4k/ -Y'U-1C h. (9 ,.-f4( cc.. Al 0t 1& $'J - t I+4 33 ( 5"1471.1V% Ceh7a, PROJECT -','( (t WORK REQUESTED BY I PROJECT NUMBER Ioa D6 TEST DATE,rECHNIC - -, 'i. ,'Yi ;ii,' NOTIFIIAN AT PROJECT SITE BY PHONE DATE 1z,cz._. 0 0 THIS REPORT DOES NOT RELIEVE4E NTRACTOR OF HIS RESPONSIBLITYTO BUILD PER THE PLANS, SPECIFICATIONS AND ALL APPLICABLE CODES WHITE . Office CANARY -Field Technician PINK - Contractor Form#01 5 / '5 0 Testing Engineers - San Diego, Inc. 7895 Convoy Court, Suite 18 San Diego, California 92111 phone: (858) 715-5800 fax: (858) 715-5810 Testing Engineers - Inland Empire .-.- 571-E Crane Street - Lake Elsinore, California 92530 phone: (909) 471-3500 fax: (909) 471-3732 Page 1 of .4... Date:_____________ Es?. 1946 Job Name: tLA, IL I 166 W (,' , LIP ddress: Job No. fllenVContractor: Field Report 0 Notice to Comply Soil Type of Service Performed: lb Asphalt Concrete 0 Engr. Observation Concrete 0 Structural Steel Pre-stress Concrete 0 Fireproofing 0 Masonry 0 Other 0 Waterproofing 0 Roofing Inspection Check List: 0 Soils Report 0 Plans Building Permit #: Plan File U: )n-Site Equipment: Tests Performed (see attached) Sample Type: 0 Specs. 0 RFI 0 Codes DSA U: OSHPD U:_______________ A 4 ke-74L / cr7 L2/eri if" fc,12, r ,,/ I1i/1 LIdFJc? e r7_e/_14r/fLd/J)._Ob sc'-t'e) CL7h(2 CA-(- 1-05 k.(1) ''o sl tkA7' ja 4'T(a" )hç# . Ae . ciiA d'I,L'flI U?"), Per r.rjl 40"t 51' t-'I'C CLF?IL (jr,.) ct rr t,:—rt- Tc_P,Jb,g.i))a14_)t/,gyo b ,V/'/ i, (/ Lilt 1 •1' r,—r,7') -1fA-e ' L11- '"4tVt'jfA 'J -r yCeeJtJ pf1L4/'a.f' CLA/44 ,ir7C - ki I i, p i CERTIFICATION OF COMPUANCE: All of the observed work, unless otherwise stated, is in conformance with the approved plans and specifications and the workmanship provisions of the applicable code. For any"non-conforming" items the contractor shall schedule TESD for reinspection and retesting. Inspectors Signature/Name Cert. No. Approval Signature/Name/Company Date: TESO Faun: 100-01 TESTING ENGINEERS - SAN DIEGO 7895 CONVOY COURT, SUITE 18 SAN DIEGO, CA 92111 1._k REPORT OF SAND CONE DENSITY TESTS A.S.T.M. D1556 TEST RESULTS RESULTS RESULTS RESULTS RESULTS RESULTS RESULTS 1 Wet Soil, Lbs 9 2 q ol 9.17 .3 7 2 Moisture WET SOIL Determinations DRY SOIL /fl 1 J J 00 16 -6 / 0 b g,. ç c q, j 3 DIFFERENCE %MOISTURE ? S / Zr 0 / 3 fl, G3 4 Unit Wt. of Sand, Lbs.! ft3 '3 ?'i. 3 ?. 3 Sand in Apparatus Before Test, Lbs. ) ' / 1, 13.0o 13, P0 ) '30) 6 Sand in Apparatus After Test, Lbs. 4 '} 195 4. Sand in Hole + Cone, (5) - (6) $.- £ O 0 S ?^1 '10 8 Vol. of Hole + Cone, (7) (4) , o .~' tFI 1 0 6, a ?5 . 9 Vol. ofCone 0'o4o ' 0 O,40 3 OO4o 0.0*D3 b.n1t1 10 Vol. of Hole (8) - (9) -6 0 0 517 o, 0692 .o & 11 Wet Density (1) + (10) .139.5 12 Dry Density ((11) - (Moist. + 100)) x 100 1 )-0- 13 Standard Density '1. 5 I ?'o, 14 % of Standard Density ((12) (13))x 100 3O 5O i. o. _________ _________ _________ 15 Optimum Moisture 6 915 16 % Density Required O ç 6 C,, 9 Jr tol 17 EIiett sNot Comply ir. J) TEST RESULTS RESULTS RESULTS RESULTS RESULTS RESULTS RESULTS Test Numbers Jar Test ;; MD Curve No. TEST NO LOCATIONS 0 t"? '3 ('T'(e) ! " SG. 5o(A -r' Cq) e 1L4J TcrTipv'-rOl (i,,n 74"' r211ie (e " Sc?. 3D@, 1'1'a' 114t1 (1',cc)f W,,r' cjrJ J ge ad4i 4v PROJECT W K REQUESTE BY I PROJECT NUMBER Ii)oO:..flt?. TEST DATE/TECHNICIAN y/%rE . . .Z....IAT PROJECT SITE BY PHONE THIS REPORT DOES NOT RELI 'ETHEONTRACTOR OF HIS RESPONSIBLITYTO BUILD PER THE PLANS, SPECIFICATIONS AND ALL APPLICABLE CODES WHITE - Office CANARY. Field Technician PINK-Contractor Form#015 Testing Engineers - San Diego, Inc. 7895 Convoy Court, Suite 18 San Diego, California 92111 phone: (858) 715-5800 fax: (858) 715-5810 Testing Engineers -!nIand.Empire 571-E Crane Street Lake Elsinore, California 92530 phone: (909) 471-3500 fax: (909) 471-3732 Page 1 of _j... Date: I ?-.'- Est. 1946 ddress: Job Name: C(4 Job No. 0 a - Client/Contractor: jZField Report 0 Notice to Comply Type of Service Performed: 10 Soil 0 Asphalt Concrete 0 Engr. Observation 0 Concrete 0 Pre-stress Concrete 0 Masonry 0 Structural Steel 0 Fireproofing 0 Other 0 Waterproofing 0 Roofing Inspection Check List: Building Permit #: )n-Site Equipment: 'Tests Performed (see attached) 0 Soils Report 0 Plans Plan File 4: Sample Type: 1,f4 S'#1á% 9sA 0 Specs. DSA 4: 0 RFI 0 Codes OSHPD 4: A iz ii to c1-7 As 6 I) Ic. cp, e re'7- 7yi pr / er -- dr#eretc/ S rt gi 4 C II'P.'i7 ( ) ,/ CA,,d( b il ) & ri 5 ,r. Pei.s -r f icT eg o, J, ' S7iv 0155C (er IZ.C J '01.57' to, 'r (L(o d e— e 7 / C" G.f S 6 r CIA c rio? wr ? o. r I e c s pit flO1$74.bI. s.Cl_. ,eceI —r&-r O1'S1i4v'e A4Le.d rn ) r -7 -r ro, -r -e C,p A CERTIFICATION OF COMPLIANCE: All of the observed work, unless otherwise stated, is in conformance with the approved plans and specifications and the workmanship provisions of the applicable code. For any non-conforming' items the contractor shall schedule TESD for reinspection and retesting. Inspector's Signature/Name Approval Signature/Name/Cor TESOFomi: 100-01 Cert. No. Date: (joi TESTNG ENGINEERS - SAN DIEGO SAN DIEGO, CA 92111 7895 CONVOY COURT, SUITE 18 REPORT OF SAND CONE DENSITY TESTS A.S.T.M. D1556 TEST RESULTS RESULTS RESULTS RESULTS RESULTS RESULTS RESULTS Wet Soil, Lbs ' /9.015 '. S I T"D O Moisture WETSOIL Determinations DRYSOIL /,90 /00 140 1) /o C', 33 p ç cq cj- DIFFERENCE % MOISTURE ',D 4, T 2 is' 1 9,51 .ç Unit Wt. of Sand, Lbs. I ft3 (' j, 9 Sand in Apparatus Before Test, Lbs. Sand in Apparatus After Test, Lbs. 7. 4 L7 . v 4. 7 Sand in Hole + Cone, (5) - (6) & G f 3 3 Vol. of Hole + Cone. (7) — (4) o I 0, gi L o, 9 Vol. of Cone o o dqo - o, 0 10 ô, 4o) i2 4 3 10 Vol. of Hole (8)-(9) ?g 1-OQ b 0 7-IS 5.0 -401 11 Wet Density (1) + (10) ) Q', 9' j ' T9 )) . / 1 3 C 12 Dry Density ((11) . (Moist. + 100)) x 100 ) I , b / I 0 .13 Standard Density . -/3 (9,,5 14 /. of Standard Density ((.12) ._(1.3)) _x 100 q , ;15 Optimum Moisture 16 % Density Required. 5 Complies ot TEST RESULTS RESULTS RESULTS RESULTS RESULTS RESULTS RESULTS Test Numbers MO Curve No. LOCATIONS 2. S"o -r L c' 4T 0 f (L ..5 1 g,, (Ø 5'e. a Nor -i-L c: k ,,f (?P 'V 'O cL.,if (;f(IP (1I1,,.,4J''i S-G. v',Ie ofag t, iI(C,,,. 3 N/or_ri.. iJ Cc.IJe C PJfcA.f) ( ' S.t PROJECT Civ'cL WORK REQUESTED BY I PROJECT NUMBER I :oo;- o TEST DATE(TECHNICIAN - -I" N2 OSIGNATU / DATE AT PROJECT SITE BY PHONE THIS REPORT DOES NOT RELIEkH(6'NTRACTOR OF HIS RESPONSIBLITYTO BUILD PER THE PLANS, SPECIFICATIONS AND ALL APPLICABLE CODES WHITE-Office CANARY- Field Technician PINK Contractor Form#015 Testing Engineers - San Diego, Inc. 7895 Convoy Court, Suite 18 San Diego, California 92111 phone: (858) 715.5800 fax: (858) 715-5810 LA Testing. Engineers - Inland Empire 571-E Crane Street Lake Elsinore, California 92530 phone: (909) 471-3500 fax (909) 471-3732 Page 1 of Date: Est. 1946 Job Name: C (A. VA It A e "c I - Job No.Q 0 C, Address: Client/Contractor Field Report 0 Notice to Comply Soil Concrete 0 Structural Steel 0 Waterproofing Type of Service Performed: 0 Asphalt Concrete Pre-stress Concrete 0 Fireproofing 0 Roofing 0 Engr. Observation 0 Masonry 0 Other Inspection Check List: 0 Soils Report 0 Plans 0 Specs. 0 RFI 0 Codes Building Permit #: Plan File #: DSA #: OSHPD #:_______________ On-Site Equipment: .-Tests Performed (see attached) Sample Type: i.i 9t- i R.il Lpc l2 ç r. _(i-.(cf(41/f b111) _0_1).(I!Ut(J (f',c.c'14.f_EC1_l.4/pA#71':#V eill 6.,() A. '' g-d Of (A (.i 42r S (i . 'V1 )a Ct' (Ad I r#d' 412 . MkLk' C,14 i,-., 7' -P IJ&t li.,r . -r L.. AS -r' r" . , 1' • -r s / s o., jl r e Cr IC L c (L#4 e -P. ,' L (1- '9 ) t i. . y t Co iAtit.,( '2-t, d7 (JttI f'tJ( fr.4cA jL..gg't.4,s.1 tJ I- r (ii ) , 1k dt ue _a -f c c -r tn) YVt e r e 1 i.-4'/ L..( &' € e'o/ie1 b B,/f .5A # (e L.., A. 14 e1- flA.)LA/t -r I.'-' c 57 &iil bC- ierot 1 0) 4'c'v' j,1b'it,1. p/4t1 Y,4r' CERTIFICATION OF COMPLIANCE: All of the observed work, unless otherwise stated, is in conformance with the approved plans and specifications and the workmanship provisions of the applicable code. For any'non-conforming' items the contractor shall schedule TESD for reinspection and retesting. -- A - Inspector's Signature/Name Cert. No. Approval Signature/Name/Company Date: A TESO Form: 100-01 #T 'TESTING ENGINEERS - SAN DIEGO 7895 CONVOY COURT, SUITE 18 SAN DIEGO, CA 92111 REPORT OF SAND CONE DENSITY TESTS A.S.T.M. D1556 TEST RESULTS RESULTS. RESULTS RESULTS RESULTS RESULTS RESULTS Wet Soil, Lbs 7 l . . 2 Moisture WETSOIL Determinations DAY SOIL ioo t oo - / V ' 9 j q _________ DIFFERENCE % MOISTURE 4 Unit Wt. of Sand, Lbs. / ft3 j '3 3 'L 3 Sand in Apparatus Before Test, Lbs. ) 3 CID 1 30 j3, C)1i 1 3. After Test, Lbs. 6 Sand in Apparatus 7 Sand in Hole + Cone, (5) - (6) 8 Vol. of Hole + Cone, (7)+(4) Q Uoi 2. C'o142 9 Vol. of Cone Oo 3q O, (,. .?y.t, 10 Vol. of Hole (8) - (9) 11 Wet Density (1) + (10) Ia q 12 Dry Density ((11)+.(Moist. + 100)) x 100 13 Standard Density , 14 o I '3 o % of Standard Density qs .9 $ 95: 4 ((12) --_(13))_x_100 . . . . . . . 15 Optimum Moisture cj .5 5 16 % Density Required 5" 0 : 9 . 9 4• 9 $; ) 17 Complies oes Not TEST RESULTS RESULTS RESULTS RESULTS RESULTS RESULTS RESULTS Test Numbers ~~Test 2.4 MD Curve No. las Nfl . LOCATIONS si t.i,-j d k 0 -21 PROJECT Cc.. di: WORK REOUESTED BY I PROJECT NUMBER TEST DATE(ECHNICIAN ?& i: ;it DA AT PROJECT SITE BY PH1:1ONE I GEI ( DATE THIS REPORT DOES NOT REIECONTRACTOR OF HIS RESPONSIBLITYTO BUILD PER THE PLANS, SPECIFICATIONS AND ALL APPLICABLE CODES WHITE - 011ice CANARY. Field Technician PINK- Contractor Form#015 []Testing Engineers -San Diego, lnc...... 7895 Convoy Court, Suite 18 San Diego, California 92111 phone: (858) 715-5800 fax: (858) 715-5810 0 Testing Engineers - Inland Empire 571-E Crane Street Lake Elsinore, California 92530 phone: (909) 471-3500 fax (909) 471-3732 Page 1 of Date: 1 o2 Est. 1946 Job Name: Ch Q 4 Address: C, Job No. C, C,— Client/Contractor: J'Field Report 0 Notice to Comply Type of Service Performed: Soil 0 Asphalt Concrete 0 Engr. Observation . 0 Concrete 0 Structural Steel Pre-stress Concrete 0 Fireproofing Q Masonry 0 Other 0 Waterproofing 0 Roofing Inspection Check List: 0 Soils Report 0 Plans 0 Specs. 0 RFI 0 Codes Building Permit #: Plan File #: DSA #: OSHPD #:_______________ )n-Site Equipment: JK'Tests Performed (see attached) Sample Type: i1 t'r.Vttl 0 S7- A £ -, CAA JçLI) rj'f s..- c- J40, C. o ( C-1# 14 .4 ,' c'.. c, - 1v c-i- t S. L,i.'& s no i 1xt. is-7 0 VN C,1$E 1L h'4cr I8 Cc..,..L.jj.-F , C'Lv'I 11'A (.gii'tc i#'a..ç : 71-10 1% kL.. Sc j 45h , èlV'QI/Ci_..44 L1'.i 'i'ife) (4 IJ/sfb) rE. s-rc 94. % .-, it C. & Ot -Vt c y li 0 fo L . fl1 it/ çp - NP iti hk'il LU A c I. (i C44 i...#iA ey;e/.i e .s e '411 fe, c Li . ciffl iv c) i (3d. 11 Lp -. 1.); .' -t t/ S .7-s1 c L IC&A r d ((i-. 4 (. ' A , -a k' .1 1 S1. i1 1i.;J P,( Oft P b-.LA L&çr r. ON -'t cspLIr 'c P_..j'ptiI '..n I iit.M, ijri Or '.UMrLIRplLjt: IkIl 01 me ooservea woric, unless otherwise stated, Is in conformance with the approved plans and specifications and the workmanship provisions of the applicable code. For any 'non-conforming itqqis the contractor shall schedule TESD for reinspection and retesting. Inspector's Signature/Name Cert. No. Approval Signature/Name/Company Date: —22 TESO Form: 100-01 TESTING ENGINEERS - SAN DIEGO c... - 7895 CONVOY COURT, SUITE 18 SAN DIEGO, CA 92111 REPORT OF SAND CONE DENSITY TESTS A.S.T.M. D1556 TEST RESULTS RESULTS RESULTS RESULTS RESULTS RESULTS RESULTS Wet Soil, Lbs I r• ___________ (. ic C 1 0 2 Moisture WETSOIL Determinations DRYSOIL 142 V i e, i' i'.-' 0 ILI e, 10 c1 3 1J Sri 9c 3 DIFFERENCE % MOISTURE Unit Wt. of Sand, Lbs. / ft3 71:3 "/, .3 ¶j 3 3 ç:vj •y fj 3 3 Before Test, Lbs. Sand in Apparatus J 3 0 s 1 3 0i ) 3. Oi . / '3 oo / 3.. O 6 Sand in Apparatus After Test, Lbs. 5 4 S j C, I • 3, 3 1 ____________ _____________ Sand in Hole + Cone, (5) - (6) 7.5 1 '7 I / 7 -1 '3 Vol. of Hole + Cone, (7) + (4) 11Iq34 'j c'-'j O,o/4 Vol. of Cone ell a ?.M ô '31e 0. Ao • o 10 Vol. of Hole (8) - (9) bi' 04.7( O,oti '3 Si 11 Wet Density (l)+(lO) 1 14,1 )4s4 I 3'1)0 .j 3f 1 3!. I Dry 12 ((1)~(Mo'st.+1OO))x1OO .131A. a 13 Standard Density lIt 1 o ./'L ti 39,ô %of Standard Density. 14 16 ''o C, 910 Cfç 15 Optimum Moisture 9.. 0 7,0 C5': C1 f'. 16 % Density Required Cl , C) 5' 9 17 es EpIi SNotComply TEST RESULTS RESULTS RESULTS RESULTS RESULTS RESULTS RESULTS Test Numbers _____ - MD Curve No. TEST LOCATIONS ii. S'e'i.ii'k "P . .3fitri. ''t 5 e Qti, T. , .. r P, H I' 1 i'3b cL)t, 04 Q ,L 1 /'Sr iltøt'I Id •D1I Cei(,' C,r1Ie ( 'S.G PROJECT . ( L(I --C (L WORK REQUESTED BY - ' PROJECT NUMBER QCc?- " O?)i, TEST DATETECHNICIA>.. ; AT PROJECT SITE BY PHONE THIS REPORT DOES NOT RELIEVETCO$ACTOR OF HIS RESPONSIBLITYTO BUILD PER THE PLANS, SPECIFICATIONS AND ALL APPLICABLE CODES WHITE-Office CANARY -Field Technician PINK- Contractor Form#015 [:]Testing Engineers.!. San Diego, Inc. 7895 Covoy Court, Suite 18 San Diego, California 92111 phone: (858) 715-5800 fax: (858) 715-5810 Testing Engineers - Inland Empire 571-E Crane Street Lake Elsinore, California 92530 phone: (909) 471-3500 fax: (909) 471-3732 Page 1 of Date: -/ Es?. 1946 Job Name: Cli(v %ccivi Wdress: Job No.I Client/Contractor: Field Report 0 Notice to Comply Type of Service Performed: OK Soil o Concrete 0 Asphalt Concrete 0 Pre-stress Concrete 0 Engr. Observation 0 Masonry 0 Structural Steel 0 Fireproofing 0 Other 0 Waterproofing 0 Roofing Inspection Check List: Building Permit #: )n-Site Equipment: Tests Performed (see attached) 0 Soils Report 0 Plans 0 Specs. Plan File #: DSA #: Sample Type: 0 RFl 0 Codes OSHPD #:________________ 1.1 Ve. am ç re A 5 A- /1 0 ; ," v' A j .. '. 14 S 1, A .0 v. ,'i i -rix p. L'h.t.'.kg Jf 0 \J t -, A r c.. r L..- 4 T' S '1 L A 5 t C M57i1 DIØC cij cl'i~A bAc t - IN A r e a Let y . '-p.,, Divc e j20k co) • . A i p4a & . t.,,r... 1 , - -ti S.rt L01.., - ( C7 ?' -'-r' Cb $ L4 (A , $ i. 4 yb,) -.7i, -r tit 6t'ti I f...JI 6e --rr0 A iqI4r6 g oc.--t A' S A(,Acc -c c,r1 St9rii (L,ttk ..-Ayc (i.."e kr'"? e4fiLt/f(J On 2,1 IA-I i/i flt,I i b T• <-fe•,9 -, A CERTIFICATION OF COMPLIANCE: All of the observed work, unless otherwise statea, is in contormance witn me approvea plans anu specuKauurra wiu the workmanship provisions of the applicable code. For any 'non-conforming' ims the contractor shall schedule TESD for reinspection and retesting. Inspector's Signature/Name 41 Cert. No. Approval Signature/Name/Company Date: 1'•( TESD Form: 100-01 TES1ING ENGINEERS - SAN DIEGO U.J 7895 CONVOY COURT, SUITE 18 SAN DIEGO, CA 92111 REPORT OF SAND CONE DENSITY TESTS A.S.T.M. D1556 TEST RESULTS RESULTS RESULTS RESULTS RESULTS RESULTS RESULTS Wet Soil, Lbs 2 Moisture WET SOIL Determinations DRY SOIL /(7,) / q4 3 DIFFERENCE % MOISTURE 5 7 Unit Wt. of Sand, Lbs. I ft3 Sand in Apparatus Before Test, Lbs. 1 3 iOi) I 6 Sand in Apparatus After Test, Lbs. Sand in Hole + Cone; (5) - (6) 7SS Vol. of Hole + Cone, (7) + (4) , Vol. of Cone Or 0. a 1c 10 Vol. of Hole (8)-(9) 6,6533 - Wet Density (1)—(10) 11019 12 Dry Density ((11) + (Moist. + 100)) x 100 j "7 13 Standard Density )4I .,) l'-i 14 % of Standard Density ((12)+(13))x100 _________ _________ _________ __________ 15 Optimum Moisture 70 7,0 % Density Required 0 17. Complies sNot Corn its TEST RESULTS RESULTS RESULTS RESULTS RESULTS RESULTS RESULTS Test Numbers MD Curve No. TEST LOCATIONS 1/1 4csip, A a r . c -i?-' C'J2,t:;VL. S.c. PER THE PLANS, SPECIFICATIONS AND ALL APPLICABLE CODES WHITE - Office CANARY -Field Technician PINKS Contractor Forrn#015 Testing Engineers - San Diego, Inc, Established 1946 7895 Convoy Court, Suite 18 Tel. (858) 715-5800 San Diego, California 92111 Fax. (858)715-5810 Field Report 0 Notice to Comply CA Page 1 of .A_. Date: 64-m-0- Job Name: v.rIlepilIN CL Job No.--- Address: 6rL , C1sL1. A.- General/Subcontractor: C1- r G11L.114 (T( ~.... Soil - Concrete - Prestress Concrete - Masonry Type of Service Performed: - Structural Steel - Fireproofing - Waterproofing - Roofing - Engineering Observation - Other___________________ Inspection Check List: — Soils Report - Plans Specs. - API - Codes Permit #: Plan File #: Material Description: C t (rc ') Sample Type:' Tests Performed (see attached) As •A- ic, T° T 1- (uri\ ('ljer Vticr L w o- Sc4.tv r IL o CLrL c -c.k L ecl — L C'mex r CT r 1:je 1 . 'T tui 'T-1L 4 r- )I\M sJy .( rCc FLI.i't (-4 IL Nj X • y-..jri \/qFiju s •tL. t4Zw,w. 'L .k -Lan ?'' r Up it L £n -rA.c.L- L$ . c4 •1i1 L ce-. ;lI 1L riü 1 . iL ti!.. tr.e& 10 T5 \(,j• 5k. CERTIFICATION OF COMPLIANCE: All of the observed work, unless otherwise stated, is in Start Stop Reg. Hrs. OT Hrs. conformance with the approved plans and specifications and the workmanship provisions of . the applicable code. For any non-conforming items the contractor shall schedule TESD for reinspection or retesting. Note: All Inspections are based on 4 and 8 hour minimps iii addition, a7inspecti*terding past j:OO p.m. (noon) will be billed an 8 hour minimum. Inspector's Signature/Name Cert. No. Sr. s.: " T!:!L Approval Signature/Name/Company (Verification of on-site Hours ONLY) FORM#003-A I (X 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 C- h rLw Project Number t$t ' Test Date V1 Page .. of Client 041 oyC Gr1\A / C. (' Test # Material Structure I Test Location and Elevation or Depth relative to... Sc r-- Ci,.rb J c cr. -o Cue & cian,-- d •j C-v'tr r--4w i 4j3. Sc 5r 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 Structural Section, F = General Fill, N = Native Soil, WL = Waterline, SS = Sanitary Sewer. ST = Storm Sewer, U = Other Utilities, W = Wall Backfill, SC = Sidewalk, Curb/Gutter, 0 = Other Test# - , _j_ Probe Depth (inches) 6" 6" 6' Wet Density (pcf) 1.3C3 - _______ Dry Density (pcf) ''j- t:.9 1:04.3 Moisture (0/0) cj )tt MD Curve Number Maximum Density (pcf) jfo 9.1.0 Optimum Moisture Relative Compaction, AC (%) cp Relative Moisture, AM (%) -- ), .f- Specified AC (%) Specified AM (%) Conformance (Yes/No) Nuclear Gauge Model and Serial Number: \0\ ) t\ VV .4 SP I " .5''r GPt This report does not relieve the contractor or their responsibility for performance in accordance with the pl codes. The contractor is responsible for scheduling retesting of reworked areas that have previously failed See accompanying Daily Report of description of work and observations specifications and applicable eet specifications. TESD's Testing-Technician: Name: S Signature: Client's or Contractor's Acknowledgement: Name: Signature: White- Office Yellow- Contractor Pink- Field Technician E] Testing Engineers; San Diego, Inc. 7895 Convoy Court, Suite 18 San Diego, California 92111 phone: (858) 715-5800 fax: (858) 715•5810 .D Testing Engineers - Inland Empire 571-E Crane Street Lake Elsinore. California 92530 phone: (909) 471-3500 fax: (909) 471 .3732 Page 1 of Date: Est. 1946 Job Name: (f 0. Address: jepJ(. -- Job No.. '2(bè C)( Client/Contractor: 'Field Report 0 Notice to Comply Type of Service Performed: Soil 0 Asphalt Concrete 0 Engr. Observation Concrete 0 Structural Steel Pre-stress Concrete 0 Fireproofing 0 Masonry 0 Other 0 Waterproofing 0 Roofing Inspection Check List: 0 Soils Report Building Permit #: Plan File #: On-Site Equipment: 'Tests Performed (see attached) 0 Plans Sample Type: 0 Specs. 0 RFI DSA #: 0 Codes OSHPD #:_______________ /1 1IA S7c' ii) /1 t111 -. G( 54/IL ic p (r /' f3ii Apt 0b5e'1A 6& u S Olt. CI4Scii 19A5C &7e 4.4g A t,. 01, s vi (h o..7i;1( -ri. ((ej 0i (f/e..e. 'Jd I'(IfI4IS1 t.11 d1.' ..., 4'st tdt'.t g C1tII/!flk 11 0) rgg M. r.i C1 11 Ctj11e iv- Ls roT bt e.7c'I' yet. CERTIFICATION OF COMPLIANCE: All of the observed work, unless otherwise stated, is in conformance with the approved plans and specifications and the workmanship provisions of the applicable .code. For anynon-conformigr ilems the contractor shall schedule TESD for reinspection and retesting. Inspector's Signature/Name Cert. No. Approval Signature/Name/Company Date: —t TESO Form: 100-01 TESTING ENGINEERS - SAN DIEGO 7895 CONVOY COURT, SUITE 18 SAN DIEGO, CA 92111 REPORT OF SAND CONE DENSITY TESTS A.S.T.M. D1556 TEST RESULTS RESULTS RESULTS RESULTS RESULTS RESULTS RESULTS Wet Soil, Lbs t. 7 Moisture WETSOIL J) IA A Determinations DRYSOIL 3 DIFFERENCE % MOISTURE Unit Wt. of Sand, Lbs. / ft3 Sand in Apparatus Before Test, Lbs. Sand in Apparatus After Test, Lbs. 4. 4. cSi4i 7 Sand in Hole + Cone, (5) - (6) C) 9' 7 . 8 Vol. of Hole + Cone, (7) + (4) o 9 Vol. of Cone &.646 1, 0.6,9o ? 10 Vol. of Hole (8)-(9) 04cc 7 fke 11 Wet Density (1) - (10) 4 r o 14. S 1 S 12 Dry Density ((11) + (Moist. + 100)) x 100 1 IC '3 4 ) 3 l, _____________ ____________ _____________ _____________ 13 Standard Density 14 % of Standard Denity ((12) ~ (13)) x 100 9 5 0 15 Optimum Moisture o 16 % Density. Required C1 ; Complies Comply TEST RESULTS RESULTS RESULTS RESULTS RESULTS RESULTS RESULTS Test Numbers [!~- MD Curve No. TEST NO LOCATIONS (,11 CijjaAitii (l. ,j - 151 '4. PROJECT / WORK REQUESTED BY I PRJECT NUMBER I AST DATE/TECHNICIAN / AT PROJECT SITE BY PHONE DATE 0 0 THIS REPORT DOES NOT REU(E)*tONTRACTOR OF HIS RESPONSIBLITYTO BUILD PER THE PLANS, SPECIATIONS AND ALL APPLICABLE CODES WHITE - OtIice CANARY. Field Technician PINK . Contractor Form#015 TESO Form: 100-01 Cert. No. Date: /2' Inspectors Signature/Name Approval Signature/Name/Cor Testing Engineers - San Diego, Inc. 7895 Convoy Court, Suite 18 San Diego, California 92111 phone: (858) 715-5800 fax: (858) 715-5810 Testing Engineers - Inland Empire - 571-E Crane Street Lake Elsinore, California 92530 phone: (909) 471-3500 fax (909) 471-3732 Page 1 of Date: Job Name: 1.1/br c9 Address: 4.4,L4-7 4n/'Jid fu /n'J4L*I/ jPu Job No. d (lientJContractor: 2 ErieId Report 0 Notice to Comply Type of Service Performed: -gii 0 Asphalt Concrete 0 Engr. Observation 0 Concrete 0 Structural Steel Pre-stress Concrete 0 Fireproofing 0 Masonry 0 Other 0 Waterproofing 0 Roofing Inspection Check List: Q-.eonrRéort I'Plans 0 Building Permit 4: Plan File #: )n-Site Equipment: 1ts Performed (see attached) Sample Type: RFI DSA #: OSHPD #:______________ 9AA tiie/iI Ày )'k i1i# 7 & Li44 ii,PIai.- Ifl 4 s'wA che ê2 44A iAh9 E/fr. 5'i age 11 iq' 1, b% pd4fa4' J95-5 in /o APrev9- 1km 9'5 11i p pid E6.71,. 'I C' s°ir m,h,// 1e S444- ,e'0tA1tithbI 9- ,se / "AV - j 9 k 95— . / a- n,9 h - - )q / 90j I ).,,2#nü# A'lu' 1 ñ5 i Ah cF APL 0 ',hS15"3e ;tiit IPULATIUN Of COMPLIANCE: All of the observed work, unless otherwise stated, is in conformance with the approved plans and specifications and the workmanship provisions of the applicable code. For any"non-conforming' items the contractor shall schedule TESD for reinspection and retesting. 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 U~ - Established 1946 Project Name ' #,14d' hi4aeç zi'h' Project Number 2 0,2 ,2 6 Test Date _1 2" 4P,2i e2 Page 2.... of Client !Iy 2. thAS Test # Material Structure Test Location and Elevation or Depth relative to... IXA 5 1 c £Mtrn '( ?1 "3 PJ IL Ito - /4 5,d. 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 Fi96 - /)i 1.4 Le $dt'ov Test# Probe Depth (inches) Wet Density (pcf) /I1/,P Dry I YI jj4J ,1 Density (pcf) Moisture (%) ;M .i2L JVL . 13k ,1q I3J L35 ói LP.k 11 MD Curve Number Maximum Density (pcf) Ijfi) ... - Optimum Moisture (%) 7.0 Relative Compachon,RC(%) G/j fl q 4 LI Relative Moisture, RM Specified RC(%) Specified RM Conformance (Yes/No) A' () I-VO y., y Nuclear Gauge Model and Serial Number: ..IC- ' - This report does not relieve the contractor or their responsibility for performance in accordance with the plans, specifications and applicable codes. The contractor is responsible for scheduling retesting of reworked areas that have previously failed to meet specifications. See accompanying Daily Report of description of work and observations .- TESD's Testing Technician: Name: Client's or Contractor's Acknowledgement: Name: Signature: White- Office Yellow- Contractor - Pink'-'Field Technician Testing.Engineers - San Diego, Inc. 7895 Convoy Court, Suite 18 San Diego, California 92111 phone: (858) 715-5800 fax: (858) 715-5810 Testing Engineers -inland Empire 571-E Crane Street Lake Elsinore, California 92530 phone: (909) 471-3500 fax: (909) 471-3732 Page 1 of Date: -Ic1 -OA Est. 1946 Job Name: C ' a v / C, v C 1 t Address: Job No. Client/Contractor 'Field Report 0 Notice to Comply Type of Service Performed: Soil 0 Asphalt Concrete 0 Engr. Observation Concrete 0 Structural Steel 0 Waterproofing Pro-stress Concrete 0 Fireproofing 0 Roofing 0 Masonry 0 Other Inspection Check List: Building Permit #: On-Site Equipment: Tests Performed (see attached) 0 Soils Report 0 Plans Plan File 5: Sample Type: 0 Specs. 0 AFI 0 Codes DSA 5: OSHPD 5: 4 tui) Ct Rep4tJ7471.t 54't D j , ol iZ-ii I 1,' c re Cc 14 i4J S C1 A djp p n ( Ci , s F1 CC, .) L,;-rL 4 $i..4i U IJS. Iri-ia.1iy C1eu cl_c% /Zc':, 6 L'-f 1/1 6 "y,' ô Li t'lLt.-lI#i YVt(/i.c J, CtJ) \fsa 1tf'11k /1 L'I7' L a OsL Lt 1,k/1 CMI °' C4 c) AIL] CtA$J ' tAce rhe7 9f'X ThA( 16 5i/i. (j.i b4St (. 17'ie). i'±5y Cvv'i. t,%,&S Thui Ai'-&S flrtt -i jj Cgy Qc_4f#9h(fwee-5747 (Al ;-1 t CI.4s Lii'7I- \ J4 D cit4 pf(€J( 04- iesi 4- )?- tHTIFlfATlQN OF COMPLIANCE: All of the observed work, unless otherwise stated, is in conformance with the approved plans and specifications and the workmanship provisions of the applicable cqde. For any "non-conforminP Ts the contractor shall schedule TESD for reinspection and retesting. Inspector's Signature/Name Cert. No. Approval Signature/Name/Company Date: — I Cj -'l- TESO Form: 100.01 TESTING ENGINEERS 7895 CONVOY COURT, SAN DIEGO, CA 92111 -S AN DIEGO SUITE 18 REPORT OF SAND CONE DENSITY TESTS A.S.T.M. D1556 TEST RESULTS RESULTS RESULTS RESULTS RESULTS RESULTS RESULTS 1 Wet Soil, Lbs S14 79J 7J 2 Moisture WETSOIL Determinations DRY SOIL loo 1 ICo CjI q I4. 90 / 9 767, 911 9o, 3 DIFFERENCE S.11 Jo ii. j 01 .A /L) 5 ..5' Ii. I a; ', % MOISTURE Unit Wt. of Sand, Lbs. I ft ?) 3 7, 3 / .3 '/j 13 / 3 . '3 Sand in Apparatus Before Test, Lbs. 1 0013o o ) '3 6 Sand in Apparatus After Test, Lbs. 5, ii Y.J3 15 - 3' 3 5143 Sand in Hole + Cone, (5) - (6) 7 ''' 7-1 :7i ye (/ .7,,i7 .757 8 Vol. of Hole + Cone, (7) + (4) 0.103 6,j0 '1 ', 0 c, 33 a, o ; 7 191 r, ').D C) 9 71 9 Vol. ofCone ô.o40.040-7 u 0p'9 Oo4 O'3 0,1)403 O. o4 -, 10 Vol. of Hole (8) - (9) 0,0(,7 ooc'fl OSii o,ccp- oil) S? o477 11 Wet Density (1) - (10) / 33 J 3s 7 1 j 4/9 $ PIP. 12 Dry Density ((11) + (Moist. + 100)) x 100 /_ 7 3 jq j ; /_3 . ).3 (_ I s 7 1 13 Standard Density i 3o, /4/c / jq .-, 1 4( 0 / '/0 / 3d,. , I "9 14 % of Standard Density ((12) ~_(13))_x_100 .5; 9 3 15 Optimum Moisture 91 S C) S. .$ _________ c1 ç 16 % Density Required CJ 3 0 Cff 0 50 ')5) ?J6 C) j 17 lies, oesNot___ TEST RESULTS RESULTS RESULTS RESULTS RESULTS RESULTS RESULTS TestNumbers [~jest MD Curve No. Ctk 3T /¼je TEST NO LOCATIONS 4 yj,, .t ( (ii 511;,), i i' ' 't-" •5& ;LIt' (L Ci.i'c/, (!.'' f, ftJ 5ar !' (-/(e..i ( 57',47/i;..-1 12 &.0 (€4-) - k 5 . 7 c .' " L 5.( 5717 4 i I 5, i•t ,. 1 t1 i, I J' ..1.Iv c. PROJECT C. D- C' lain_ WORK REQUESTED BY I PROJECT NUMBER I)c -)C TEST DATE/TECHNICIAN A—i- (l(Of I NOTJpIEP.(SIGNA AT PROJECT SITE BY PHONE I DATE 11 THIS REPORT DOES NOT RELIEV(THONTRACTOR OF HIS RESPONSIBLITYTO BUILD PER THE PLANS, SPECIFICATIONS AND ALL APPLICABLE CODES WORK REQUESTED BY PROJECT NUMBER TECHNICIAN AT PROJECT SITE BY PHONE NID(R DATE o o PROJECT TEST OAT TESTING ENGINEERS - SAN DIEGO 7895 CONVOY COURT, SUITE 18 SAN DIEGO, CA 92111 SAND CONE REPORT OF DENSITY TESTS A.S.T.M. D1556 TEST RESULTS RESULTS RESULTS RESULTS RESULTS RESULTS RESULTS Wet Soil, Lbs 2 Moisture wErsoil Determinations DRY SOIL DIFFERENCE %MOISTURE /ô 111q Unit Wt. of Sand, Lbs. / ft3 3 Sand in Apparatus Before Test, Lbs. / 3. V o 6 Sand in Apparatus After Test, Lbs. Sand in Hole + Cone, (5) - (6) Vol. of Hole + Cone, (7) + (4) Vol. of Cone 10 4,P Vol. of Hole (8 )-(9) (c 11 Wet Density (1) + (10) / q p 12 Dry Density i ((11) — (Moist. 100)) x 100 I ' 13 Standard Density % of Standard Density ((12) +_(13))_x_100 - 'i5 Optimum. Moisture cl I , :16 oi Density Required -17 Complies TEST RESULTS RESULTS RESULTS RESULTS RESULTS RESULTS RESULTS Test Numbers Jar Test ( MD Curve No. TEST LOCATIONS Ii- 35 THIS REPORT DOES NOT RELIEVEtHE'ONTRACTOR OF HIS RESPONSIBLITYTO BUILD PER THE PLANS, SPECIFICATIONS AND ALL APPLICABLE CODES ?4 TO b%' []Testing Engineers- San Diego, Inc. 7895 Convoy Court, Suite 18 San Diego, California 92111 phone: (858) 715-5800 fax: (858) 715-5810 --- 0 Testing Engineers - Inland Empire 571-E Crane Street Lake Elsinore, California 92530 phone: (909) 471-3500 fax (909) 471-3732 Page 1 of'.j......_. Date:_ : Job Name: C (Au,' ddress: (tcii-"t (.( rc.Ie Job No..'? 003 Client/Contractor: Field Report 0 Notice to Comply Type of Service Performed: Soil 0 Concrete 0 Structural Steel 0 Waterproofing 0 Asphalt Concrete o Pre-stress Concrete 0 Fireproofing 0 Roofing 0 Engr. Observation 0 Masonry 0 Other Inspection Check List: )Soils Report 0 Plans Building Permit #: Plan File #: On-Site Equipment: D Tests Performed (see attached) Sample Type: 0 Specs. 0 RFI 0 Codes DSA #: OSHPD #:_______________ A r ('.il j 0 6,3 5' ?5 & iZ. (v' ef -i. 74 .,, -, 54 ?rf L4i 57 -e1 - C, r, ga ii -2i 0% vj ij / . V i 4 'O! hA '- i-rk s-. 7'- 12 155 6 ( CERTIFICATION OF COMPLIANCE: All of the observed work, unless otherwise stated, is in conformance with the approved plans and specifications and the workmanship provisions of the applicable code. For any 'non-conforming' items the contractor shall schedule TESD for reinspection and retesting. Inspector's Signature/Name Cert. No. Approval Signature/Name/Company Date: TESO Form: 100.01 TESTING ENGINEERS - SAN DIEGQ, 7895 CONVOY COURT, SUITE 18 SAN DIEGO, CA 92111 SAND CONE REPORT OF DENSITY TESTS A.S.T.M. Dl 556 TEST RESULTS RESULTS RESULTS RESULTS RESULTS RESULTS RESULTS Wet Salt, Lbs 9,6 q 7 2 Moisture WETSOIL Determinations DRYSOIL 3 DIFFERENCE %MOISTURE C. I 10 C11 / j 4 Unit Wt. of Sand, Lbs. / ft3 .7 3 97. 3 Sand in Apparatus Before Test. Lbs. ) l o o j, I 3 sn' After Test, Lbs. 6 Sand in Apparatus 7 Sand in Hole + Cone, (5) - (6) 8 Vol. of Hole + Cone. (7) -(4) olo o. o qS6 9 Vol. of Cane 610 40(c'4c3 10 Vol. of Hole (8) . o. O 7 0, 11 Wet Density (1).(10) 131 ' 113, 12 Dry Density ((11) + (Moist. + 100)) x 100 I ), 9 13 Standard. Density j .3 ) 14 % of Standard Density ((12) -. (13)). x 100 c , 15 Optimum Moisture 16 % Density Required 17 Complies oest TEST RESULTS RESULTS RESULTS RESULTS RESULTS RESULTS RESULTS Test Numbers Jar Test MD Curve No. TEST No . LOCATIONS 1 /0'1 .-d1 '0104 4 SC>. PROJECT WORK REQUESTED BY PROJECT NUMBER .1 TEST DATE(TECHNICIAN NOTIFIED (SIGNATURE) DATE . AT PROJECT SITE BY PHONE 0 0 THIS REPORT DOES NOT RELIEVE THE CONTRACTOR OF HIS RESPONSIBLITYTO BUILD PER THE PLANS, SPECIFICATIONS AND ALL APPLICABLE CODES WHITE-Office CANARY Field Technician PINK - Contraclor Form#015 Ck 0 Testing Engineers - an Diego, Inc. 0 Testing Engineers - Inland Empire 7895 Convoy Court, Suite 18 571-E Crane Street San Diego, California 92111 Lake Elsinore, California 92530 phone: (858) 715-5800 phone: (909) 471-3500 fax: (858) 715-5810 fax: (909) 471-3732 Page 1 of Date: Est. 1946 Job Name: C Address: ! c. It Job No. 00 - Client/Contractor: Field Report 0 Notice to Comply Soil o Concrete 0 Structural Steel Type of Service Performed: 0 Asphalt Concrete o Pre-stress Concrete 0 Fireproofing 0 Engr. Observation 0 Masonry 0 Other 0 Waterproofing 0 Roofing Inspection Check List: 0 Soils Report 0 Plans Building Permit U: Plan File U: )n-Site Equipment: 1 Tests Performed (see attached) Sample Type: 0 Specs. 0 RFI 0 Codes DSA U: OSHPD U:_______________ ç. i •/ Sei S7 45 .4 FA )he-'r t,F'i iA t CLAA 14y n h, s ii-7'A -(6. .rA IXIA) ( JA L) 14 i'. L'( -(;Lt , J'4t, e.)Iy )1i'e1,ArEJ - L%/ j 'ttt p as,4i##ii, "( .' ,t.... t) i i ta . 5iiii p ie ti 44 - i?. - C 1' 95 /, A Ii Inc cc) h e te -y -,-J 0 /0 tc .4 CERTIFICATION OF COMPLIANCE: All of the observed work, unless otherwise stated, is in conformance with the approved plans and specifications and the workmanship provisions of the applicable code. For any'non-conforming" items tte contractor shall schedule TESD for reinspection and retesting. Inspector's Signature/Name Cert. No. Approval Signature/Name/Company —(-2- Date: - TESO Form: 100-01 TESTING ENGINEERS. . IN DIEGO Uitfl 7895 CONVOY COURT, SUITE 18 SAN DIEGO, CA 92111 RRT OF SAW CONE DENSITY TESTS A.S.T.M. D1556 TEST RESULTS RESULTS RESULTS RESULTS RESULTS RESULTS RESULTS Wet Soil, Lbs Moisture WET SOIL Determinations DRY SOIL 160 C(651q' DIFFERENCE % MOISTURE Unit Wt. of Sand, Lbs. I ft3 Sand in Apparatus Before Test, Lbs. I .? Or, I '. Sand in Apparatus A After Test, Lbs. S.5 1 -_- J.4- Sand in Hole + Cone, (5) - (6) 71c7jig Vol. of Hole + Cone, (7)+(4) Of 09 1 011013 Vol. ofCone 0,$e2 &O4 4%o4o3 10 Vol. of Hole (8) - (9) 0, OS! 3' 0o L I I Wet Density (1)--(10) j ))(, '•) I I 32 Dry Density 1, __________ __________ _________ __________ __________ + (Moist. + 100)) x 100 13 - - — - 1:50.(.)o Standard Density 1 'Jo.b I 5O. 00 /2 O,o ' % of Standard Density C x_ 100 - (13)) ) 0) 15 Optimum Moisture 0 16 % Density Required c9'D 17 Complies Not - - - TEST RESULTS RESULTS RESULTS RESULTS RESULTS RESULTS RESULTS Test Numbers Jar Test MD Curve No. I I LOCATIONS N P Ci'1j..1 Cu,p,1 % 150 --ci S PROJECT Cr5( WORKREQUESTED BY PROJECT NUMBER TST DATE!TECHNICIA> NOTIFID (SIGNATURE DATE - -4-/I AT PROJECT SITE BY PHONE o THIS REPORT DOES NOT RE IEVE HE CONTRACTOR OF HIS RESPONSIBLITYTO BUILD PER THE PLANS, SPECIFICATIONS AND ALL APPLICABLE CODES WWlT . flffi (ANARV - T.'hni,.,n PIMI( - Cnnt,,In, 6. o Testing -Engineers - San Diego, Inc. • 0 Testing Engineers -inland Empire 7895 Convoy Cou,t, Suite 18 571-E Crane Street San Diego, California 92111 lake Elsinore, California 92530 phone: (858) 715-5800 phone: (909) 471-3500 fax: (858) 715-5810 fax (909) 471-3732 Page 1 of Date:______________ Est. 1946 Job Name: Ci , Address: 1 f,:/ Job No. _Q Ot — Client/Contractor: Field Report 0 Notice to Comply Type of Service Performed: 'Soil Concrete 0 Structural Steel 0 Asphalt Concrete o Pie-stress Concrete 0 Fireproofing 0 Engr. Observation 0 Masonry 0 Other 0 Waterproofing 0 Roofing Inspection Check List: 0 Soils Report Building Permit #: Plan File #: On-Site Equipment Tests Performed (see attached) 0 Plans Sample Type: 0 Specs. 0 RFI DSA #: 0 Codes OSHPD #:_______________ A . A S4 re fi c L,- ) — SiN U/yi (r e-r - ,il &1,.,Q:;:,4 41 iepvir-'f h o.t-r 'f'i c'z ti tt LL A (Jy Iop$- e 4 i' A I2'. Dcis;7 LJI 1.1 4s 7/3') 12 ji 5 Icc,V i11,i I.Ica'-i-/ C,,t.'r. Citp/fi.. 1.1 14b S ee, 1. I 1 i .' t ii f C i.'t e C 999 p/ 1-( / i' -dnt . '1" a c b, f,t. cp 1r .i.ii ai itt Ll (e-tvit I(-c>- 4, J.',-,-., (cwI-s 4E 4 tr le P e -" el /) /'e ct A. 't1i uu-R.Arluri OF COMPLIANCE: All of the observed work, unless otherwise stated, is in conformance with the approved plans and specifications and the workmanship provisions of the applicable code. For any"non-conforming' items the contractor shall schedule TESD for reinspection and retesting. Inspector's Signature/Name Cert. No. Approval Signature/Name/Company Date: TESD Form: 100-01 TES1JNG ENGINEERS - SAN DIEGO UF!JjJ 7895 CONVOY COURT, SUITE 18 SAN DIEGO, CA 92111 REPORT OF SAND CONE DENSITY TESTS A.S.T.M. D1556 TEST RESULTS RESULTS RESULTS RESULTS RESULTS RESULTS RESULTS Wet Soil, Lbs Z 4 t 2 Moisture WETSOIL Determinations DRY SOIL S 3 DIFFERENCE 3-7 5 Y. ? % MOISTURE Unit Wt. of Sand, Lbs. / ft3 Sand in Apparatus Before Test, Lbs. ; .- I J. O) 6 Sand in Apparatus , 1 After Test, Lbs. Sand in Hole + Cone; (5) - (6) Vol. of Hole + Cone, (7) — (4) o, i Vol. of Cone 10 q4 t Vol. of Hole (8) - (9) 11 Wet Density (1) - (10) 12 Dry Density ((11) + (Moist. + 100)) x 100 13 Standard Density 14 % of Standard Density ((12) — (13)) x 100 15 Optimum Moisture % Dnsity Required 17 :Complies Not Comply TEST RESULTS RESULTS RESULTS RESULTS RESULTS RESULTS RESULTS Test Numbers L!>~Test MD Curve No. I I LOCATIONS rx 10 5 6 PROJECT • CI,t.4 Catct .. WORK REQUESTED BY PROJECT NUMBER TEST DATEITECHNJIAN 1- It 1, m ut .' NOTIFIED (SIGNATURE) DATE AT PROJECT SITE BY PHONE 1 o 0 THIS REPORT DOES NOT RELIEVE THE CONTRACTOR OF HIS RESPONSIBLITYTO BUILD PER THE PLANS,SPECIFICATIONS AND ALL APPLICABLE CODES to Est. 1946 Testing Engineers - San Diego, Inc. 7895 Convoy Court, Suite 18 San Diego, California 92111 phone: (858) 715-5800 fax: (858) 715-5810 0-Testing Engineers - Inland Empire 571-E Crane Street Lake Elsinore, California 92530 phone: (909) 471-3500 fax: (909) 471-3732 Page 1 of Date: 7 -t' OJ . , F C C Job No.0 )' —0 ? Client/Contractor: Field Report 0 Notice to Comply Type of Service Performed: Soil 0 Asphalt Concrete Engr. Observation Concrete 0 Pre-stress Concrete 0 Masonry 0 Structural Steel 0 Fireproofing 0 Other 0 Waterproofing 0 Roofing Inspection Check List: 0 Soils Report 0 Plans 0 Specs. Building Permit #:___________________ Plan File #: DSA #: On-Site Equipment: 0 Tests Performed (see attached) Sample Type: 0 RFI 0 Codes OSHPD #:_______________ A A () Sy ijc 4 K :Z klg f cci...- 5 n rt-y.. pi (I od C.1frL€j Imi $02 T'&) J ôL',- •i-' /l•cf•s - r c J -i, Iii 6 Tt 5r,r%f L"it L';I1 ,i ) 1 ,.• es/s 1111 '51-r L CERTIFICATION OF COMPLIANCE: All of the observed work, unless otherwise stated, is in conformance with the approved plans and specifications and the workmanship provisions of the applicable code. For any non-conformin items the contractor shall schedule TESD for reinspection and retesting. lnspectors Signature/Name /AL 07f Cert. No. Approval Signature/Name/Company Date: TESD Femi: 100.01 TestingEngineers - SanDiego,Inc. Established 1946 .. 7? \\ PHYSICAL PROPERTIES OF ASPHALTIC1ONCRETE Date: May 7, 2002 Job No: 2002-0226 Job Name: CITY OF CARLSBAD CHARLEEN CIRCLE - GEO T&I ADDRESS: Charleen Circle Carlsbad, California Plan Number: N/A Permit: N/A pp1icn: N/A Report No: 3952 ENGINEER: BENJAMiA RER, STAFF ENGINEER LabNo.: 4513 Project: CITY OF CARLSBAD CHARLEEN CIRCLE Location: CARLSBAD, CALIFORNIA Sampled: Date: 5/3/02 By: TESD Type of Material: 3/4" AR4000 Submitted: Date: 5/3/02 By: TESD Source of Material: HANSON SAN MARCOS Location Sampled: #1 (NOT SUBMITTED) TEST RESULT SPECIFICATION TEST STD LAB COMPACTED UNIT 146.5 D1561 & WT., PCF (HVEEM) D2726 Testing Engineers -San Diego, Inc.. 7895 Convoy Court, Suite 18 San Diego, CA. 92111 [858] 715-5800 Fa1 [88] 715-5810 5 TestingEngineers - San Diego, Inc. Established 1946 Date: May 7, 2002 Job No: 2002-0226 Job Name: CITY OF CARLSBAD CHARLEEN CIRCLE - CEO T&I ADDRESS: Charleen Circle Carlsbad, California Plan Number: N/A Permit: N/A Application: N/A Report No: 3953 ENGINEER: BENJAMr)HIRER, STAFF ENGINEER Lab No.: 4514 Project: CITY OF CARLSBAD CHARLEEN CIRCLE Location: CARLSBAD, CALIFORNIA Sampled: Date: 5/3/02 By: TESD Type of Material: 1/2" AR4000 Submitted: Date: 5/3/02 By:. TESD Source of Material: HANSON SAN MARCOS Location Sampled: #2 (NOT SUBMITTED) TEST RESULT SPECIFICATION TEST STD LAB COMPACTED UNIT 149.8 D1561 & WT., PCF (HVEEM) D2726 Testing Engineers -San Diego, Inc.. 7895 Convoy Court. Suite 18 San Diego. CA. 92111 [8581 715-5800 Fax (858] 7I5-58I 0 COMPACTION TEST REPORT Curve No.: 4 Project No.: 02-0226 Date: 4/23/02 Project: City of Carlsbad Charleen Circle - Geo T&I, Location: NOT SUBMITTED Elev.IDepth: LREVIEWED - Remarks: TESD NO. 4411 MATERIAL DESCRIPTION Description: DARK ORANGE/LIGHT BROWN SILTY SAND Classifications - USCS: AASHTO:. Nat. Moist. = Sp.G. = Liquid Limit= Plasticity Index = %> No.4 = % % < No.200 = TEST RESULTS Maximum dry density = 129.5 pcf Optimum moisture = 8.5 % - 11 140 130 120 110 'I- C., 0. U) Q 100 a 90 80 70 Water content, % Plate TESTING ENGINEERS 140 130 120 CO 110 100 80 rb] COMPACTION TEST REPORT Curve No.: 3 Project No.: 02-0226 Date: 4/22/02 Project: City of Carlsbad Charleen Circle - Geo T&I Location: Remarks: TESD NO. 4405 Elev./Depth: MATERIAL DESCRIPTIO D4TE :, ;6 ~1002 7~' REVIE~ED BY.- Description: DARK ORANGE-LIGHT BROWN CLAYEY SAND (SC-SM) Classifications - USCS: AASHTO: Nat. Moist. = Sp.G. = Liquid Limit= Plasticity Index = %>No.4= % %<No.200 TEST RESULTS Maximum dry density = 130.5 pcf Optimum moisture =9 % Water content, % Plate TESTING ENGINEERS 150 140 130 C.) 120 0. 110 100 90 8C 4 COMPACTION TEST REPORT Curve No.: 2 Project No.: 02-0226 r—---..... Date: 4/11/02 Project: City of Carlsbad Charleen Circle - Geo T&1 FL Location: ON-SITE STOCKPILE /fJATE:Al Elev./Depth: .. Remarks: TESDNO. 4294 MATERIAL DESCRIPTION Description: CLASS II BASE AGGREGATE L VSE Classifications - USCS: AASHTO: Nat. Moist. = Sp.G. = Liquid Limit= Plasticity Index = %>3/4in.= % %<No.200 TEST RESULTS Maximum dry density = 141 pcf Dptimum moisture = 6.5 % Water content, % I Plate TESTING ENGINEERS 140 130 120 C.,110 0. >' Is i 100 90 80 7C COMPACTION TEST REPORT Curve No.: I Project No.: 02-0226 Project: City of Carlsbad Charleen Circle - Geo T&I Location: NOT SUBMITTED Elev./Depth: Remarks: TESD NO. 4266 MATERIAL DESCRIPTION Description: RED-BROWN SILTY SAND REVI DA TF. Date: 4/9/02 Classifications - USCS: AASHTO: Nat. Moist. = Sp.G. = Liquid Limit Plasticity Index = %>No.4 = % <No.200 = TEST RESULTS Maximum dry density = 130 pcf Optimum moisture = 9.5 % Water content, % Plate TESTING ENGINEERS Testing Engirrers-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 nA JQem (,t\e. Project Number ' Test Date - ' Page .J!. of _!.. Client &44 r cià / C C Structure Test Location and Elevation or Depth relative to... rTestMaterial ° c L A (i'cc.v' A1 r'wt.Aj o (rrt (r,r d o. c (3i r.( I S- I .p,.\ 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 # 13 __ 15 ______ Probe Depth (inches) 6 6 l' 6 It Wet Density (pcf) 1 114.), Dry Density(pcf) I3b9 ))4' Moisture (%) MD Curve Number Maximum Density (pcf) LtI - qjo 141.0 Optimum Moisture (%) . 7.0 7.0 Relative Compaction, RC (%) - IS o q Relative Moisture, RM(%) - ) + .D 4 4 Specified RC (%) cç / 1.5 "Li 1.5% Specified RM (%) 4 Conformance (Yes/No) Nuclear Gauge Model and Serial Number: 'V°>\ti This report does not relieve the contractor or their responsibility for performance in accordance with the ph specifications and applicable codes. The contractor is responsible for scheduling retesting of reworked areas that have previously failed ieet specifications. See accompanying Daily Report of description of work and observations TESD's TestingTechnician: Name: .. \ç V Pr-ti S Signature: Client's or Contractor's Acknowledgement: Name: Signature: White- Office Yellow- Contractor - Pink- Field Technician