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HomeMy WebLinkAbout3671; CANNON ROAD/ CARLSBAD BLVD SIDEWALK & STREET IMPROVEMENTS; TEST RESULTS;Testing Engineers - San Diego, Inc. Established 1946 FIELD COMPACTION AND CONSTRUCTION MONITORING REPORTS Date: September 14, 2000 SEP 1 8 2000 To: Gary Goodman Job Number: 1999-519B Job Name: Cannon Road Carlsbad Address: 101 Cannon Road & Carlsbad Blvd. Carlsbad, CA Plan Number: N/A Permit Number: N/A As requested, we have performed pavement coring and density testing on the referenced project. We tested the six locations selected by Gary Goodman, inspector for. the City of Carlsbad. In order to verify density test data, we performed testing with a Campbell Pacific Nuclear (CPN) Density Gauge; a Troxier Thin-Lift Gauge; and laboratory measurements of core densities. The attached presents the test data. The following is an explanation of the table and graphs: The first three columns of the table present the core number and location. The next three columns are the density measurements for the gauges and cores. The next three columns are the calculated relative compaction values based on a maximum density of 145.1 pounds per cubic foot. The final two columns are the thickness measurements. The relative compaction values for the gauges are within 3% and show a good correlation between the gauges as illustrated on the upper and lower left graphs. However, the table and upper left graph shows the density as measured by.the cores are higher. Core location 2 shows a significant difference between the overall core density and gauge readings. Since the gauges are reading the upper surface area, we believe the upper lift has a relatively low density compared to the lower material. If core number 2 readings are ignored for correlation purposes, the correlation between the core density and gauges appear reasonable with correlation factors (r2) of 0.82 and 0.76 for the Troxier Thin-Lift gauge and CPN gauge, respectively. Using the core density to calculate relative compaction (RC) values, the cores for the full depth construction has RC values of 97% and 95%. For the thin overlay, the RC values ranged from 92% to 94%. Testing Engineers - San Diego, Inc., 7895 Convoy Court, Suite 18 San Diego, CA. 92111 [858] 715-5800 Fax [858] 715-5810 We understand that the total thickness for the full depth reconstruction area should be 5.0 inches. Our laboratory measurements indicated overall thickness of 5.20 inch and 6.25 inch. The planned overlay thickness is 1.5 inches. Our laboratory thickness measurements ranged from 0.85 inch to 1.60 inch with an average of 1.18 inch. Respectfully submitted, Testing Engineers - San Diego, Inc Larr lark,GE 219 VicyPresident, Engineering NUCLEAR GAUGE CORRELATION R2 =0.8311 IAA A .00 wolod UI I 1220 124.0 126.0 128.0 130.0 132.0 134.0 1360 CPN TESTING ENGINEERS - SAN DIEGO, INC COMPACTION TEST DATA FOR 917100 TESO # 1999-519B September 14,200D CANNON ROAD, CARLSBAD DENSITY (PCI- RELATIVE COMPACTION TEST LOCATION NUCLEAR DENSITY GAUGE CORE MAXIMUM DENSITY = 145.1 THICKNESS (Inches) CORE # STATION OFFSET CPN TROXLER DENSITY CPN TROXLER DENSITY OVERALL LIFT I 29Rtof CL 134.2 137.8 140.8 92% 85% 97% 5.20 2 705 25 RI of CL 124.0 122.3 138.5 85% 84% 95% 6.25 - 3 11+00 25' RI of CL 128.3 -132.1 - 135.6 88% 91% 93% - 0.85 4 ibô 20LtofCL 128.0 130.3 132.9 88% 90% 92% - 0.80 5 6+00 20UofCL 129.9 129.1 135.3 89% 89% 93% - 1.60 6 23'LtofCL 132.6 132.6 136.3 91% 91% 94% - 1.35 DENSITY CORRELATION 145.0 z DENSITY w 120.0 0 115.0 - 110.0 25' Rt of CL 25' Rt of CL 25 Rt of CL 20' Lt of CL 20' Lt of CL 23' Lt of CL 3+50 7+00 11+00 10+00 6+00 2+50 1 2 3 4 5 6 LOCATION COREIGAUGE CORRELATION -, 132 134 136 138 140 142 CORE DENSITY . CPN • TROXLER -Linear (TROXLER) -LInear (CPN) I I +8587155900 TESTING ENGINEERS SD 725 P03 Testing Engineers-San Diego, Inc. ( A 789$ Convoy Court. Suite 18, San Diego, CA. 82111 [858] 715-5800 FaX [858] 715.5810 REPORT OF COMPACTION TEST DATA Project Name Cc#r man AUG 30 100 15:54 Established 1946 Project Number L?,?—_5?' .Tom Date 19'2k Client c'1 CrIcI,e,1 -- Tao? a MafirI& Subeture Teat Locution v,dElevutlan or C.pffi ratativo to.. PC £rjJic 5qiftAQgO)17 tq 0F _4l Z P e, Ariiô1Dl)_ 6 f iIiit c _S9Et :Ac p 1ADf_ k5ç;1_'¼ )ph _o$ _I2.P4_-of P S'JffDp3 O4 ft&f7f1#f #i&frI.• f_ 'it'et. Material! S Sol!, *0 = Asphalt Concrete, ATh a Asphalt Treated Base, AIB • Aggcegate Base CTS = Cement Treated Soil L.TS a Urns Treated 5011.0 r. Other Structure: P = Pavement Structural Section, F = General Fill. N * Native Soil. WI. a Waterline, $8 w Sanitary Sewer. ST * Storm Sewer, U = Other Utilities. W = Wail Backfill, SC s Sidewalk, CurWGinter, 0 Other Text Probe Depth Onches Wet Density (pcI) 117 Dry Density (pot) Moisture Mo Ourve Number Maximum Density WoO -- Optimum Moisture(S) Y,.p MCI '-&c / sj .,-'_ I/ 1 is.i - - -- — — Relative Relative Moisture. RM (5) ____ qC 416 - Specified RC (%) SPeCUied RM (5) - -•_----- - - Conformance (Yea/No) ja5 '9S '1'S 'kS Nuclear Gauge Model and Serial Number erg _MC4_ "°.- 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 reteatfng of reworked areas that have previously faHed to meet specifications. See accompanying Daily Roped of description of work and observations TESD'e Testing Technician; Name: 13 th/ Signature; ClienVs or Contractor's Acknowledgemeni: Name; Art.*- Do Slgnfflur. — White- Office Yellow- Contractor Pink- Field Technician +8587155800 TESTING ENGINEERS SD 725 P02 AUG 30 100 15:54 e 1' Testing Engineers - San Diego Inc. 7895 Convoy Ct., Suite 18 Page iof San Diego, CA 92111 INSPECTION REPORT Project Name C1snntv, fld./ C.r)t4..eA 410d $14 # TESDProject Address /0/ -- --..-- r!ib4d CA General / Subcontractor Building Permit #_" fl .. DSA # Plan File # OSHPD #________________________________ Government Contract #_Other INSPECTION ______Qoncyat. Prestress Cone - Monwvy ______Struct Steel MAVL SAMPLING QTY ______5I1 _____Elam _____ SuDgrade Acptiaft Concrete MATERIAL DESCRIPTION ______Conc Mix *lpef _____Conc: Mix #1981 ____Cons: Mu #lpsi - Rinl Reber INSPECTION CHECKLIST Speciflceffan. SIOS_____________ Slump. - Fireproofing Concrete Cylindere ______Rtrd: W.WF. ____________ ______Air Content Pile Onving Cone Fleic Boom. _____ .__Mini: Tendon. -Temperature Nan-Deutiuctive ______ Relutt. Steel ______ ______Grout: Mix II Unit Weight Betdi Plant _____Tendon (PT Strands) _____ _____Mortal: Type/psi ConsolIdatIon_________ Sons Thctirticten _____Matter Sample. _____Un1ta Block___________ _____Electrode Slorege -__MOCIMaICSI . Grout SSMQI.. Unit.: Block__________ _____ToiuoApØod ______Electrical MacDitty Pnsrne ______ ______Steal . . ______Load (Pounds) -- . Bolt Pull.Out Maconly Block ____ ____H.S Bolts___________ ____Thlc18t5G5 -Roofing ____Metal Decking -Waterproofing -H.S. Bolts ____Electrodes OSA Fireproofing Fireprooling OSHPD Roofing _____Other . Con coomirl _..._ specialty f C outer_______ _____ _________________ _____correctionsconiplew Remarks .App& as se Walid dor ff., w'. h1por 4Cn&K ip+ 44h CIL c4 C.1 a.Mtt,1 lhjpath ;oT Iri$jisadanr i4raI . Q hk ' rPpu,-4 Crt#pp t.c&A &vwi RAL hn cKs 'io Cr!s&set tMt. Qp4 I3vPr PiJ itL 4.'j ComQ4ch ,p.st?h cW. pJ !ALe L4#en4JA jghtn aPff /er#"rdQ*'h tittfi( CbvL Caianpaefii. 45f~ w C* ,iC'3 PwI'r ,4eQ •n flt A'. g.Lj pi Is) c4.s hJ.,60vt ispi. ni #es — ercae.4J q5j.. g - !1ur 1erp. Field Representative #_O.' 1'fQ- CERTIFICATION OF COMPLIANCE: Alt of the observed work, unless otherwise stated. Is In conformance with the approved plans and specifications and the workmanship provisions of the applicable code. INSPECTORS NAME _I'V?47't' &014( (F.lt.teert) INSPECTOR'S SIGNATURE r'ft 45 a CERT. NO. 9C: DATE _g_77;- Fotmil003 CT ? .0ril ociC nci& ieiffl ILI .. . - 8r shija ,.i3 ova..) trrs AO & n 9i T R 0 que. A 1OtT39 PEA t tc Q_•j ti(i_. - --•-.----------..---.---- -- - -.-.--.-*-•.- QtU j,q nbUu ___ itio3 rrmuvoO 140ITLO2Q .iIJ.TAM UMAa fli e 69 M YTO 4OtTOY _•.•. ••_ M wro ____• -.-•--------.-• 4l—.--- GIc re atc _ v - 4: t;z:v:•____.._ q• L4a; _______ ._______;fl_•___.•• ni _•••_ •••. IO !.r..... it _ . aevmp f• In w e.ft-Ag ____.._._ __c .---• -- - t ,:?q'o:I• - -- - f _---.. -__*---- --••--•-.-•.. --*•-------- --.--..-•-. 1& ' vii,x _rf L1!L è riP _• 01112J OA tEs91qe ?W fli*O m ti 'ima.'a"a arganjj .hvi bic i , 144A Zi4AUMO O 1OiiA3IR ai c' asolbiYa.cl q1s1w:mMow uri onz.a:I!oq :1Ad ')3Ct,4 • 13, ETAC ___ RUTAb)k ROT,M a - Testing Engineers - San Diego, Inc. Established 1946 SEP I 12300 FIELD COMPACTION AND CONSTRUCTION MONITORING REPORTS Date: August 21, 2000 Job Number: 99-519B Job Name: Cannon Road/Carlsbad Blvd. Sidewalk Improvements Address:. . 101 Cannon Road & Carlsbad Blvd. Carlsbad, California Report Number: 01212 Plan Number: N/A Permit Number: 3671 Accompanying this cover sheet are the field compaction test results and related construction monitoring reports for the referenced project. These reports are for the following date(s): August 22, 2000 The tests were 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. This information does not relieve the contractor of his responsibility for constructing the project in accordance with plans, specifications, and all applicable codes. We appreciate the opportunity to provide materials testing service on this project. Should you have any questions regarding the accompanying information, please contact our office at (858) 715-5800. Respectfully submitted, Testing E aineers - San Diego, Inc 61" al La ark, GE 219 V€ President, Engineering Total Pages Attached (2) Testing Engineers -San Diego, Inc.. 7895 Convoy Court, Suite 18 San Diego, CA. 92111 [858] 715-5800 Fax [858] 715-5810 Testing Engineers - San Diego, Inc. j 7895 Convoy Ct., Suite 18 cp Page j_of_ San Diego, CA 92111 INSPECTION REPORT Project Name CQfl V)l i &/. Cr)5 &4 d i5IZ'd. £'4 TESD Project # Address 11 allhun e ci. ' rLS/ B4d. Caris/d CA General I Subcontractor - Building Permit #_ DSA # Plan File # OSHPD# Government Contract #_ Other INSPECTION ___ Concrete Prestress Conc Masonry Struct Steel MAT'L SAMPLING QTY _______ Soil Base _______ Subgrade Asphalt concrete _______ MATERIAL DESCRIPTION Conc: Mix #/psi _______Conc: Mix fl/psi Conc: Mix #/psi _______Rinf: Reber INSPECTION CHECKLIST Plans Specifications Sizes Slump Fireproofing Concrete Cylinders _______ Rinf: W.W.F. _______________ _______Air Content _______ Pile Driving Conc Flex Beams _______ _______Rint: Tendons Temperature _______ Non-Destructive _______ Reinf. Steel _______ _______Grout: Mix fl/psi ____________ -Unit Weight -Batch Plant _______Tendon (PT Strands) _______ _______Mortar: Type/psi _______Consolidation Soils Technician _______ Mortar Samples _______Units: Block ________________ -Electrode Storage Mechanical -Grout Samples -Units: Block _______Torque Applied Electrical _______Masonry Prisms _______ ______Steel Load (Pounds) _______Bolt Pull-Out Masonry Block _______ ______H.S Bolts _______Thickness Roofing Steel _______ _______ Metal Decking Waterproofing H.S. Bolts _______ _______ Electrodes Fireproofing DSA Fireproofing ______OSHPD Roofing Other__________________ ______Coniveadionrequired X Specialty 0 C Other ____________ _______ ___________________________ _______Corrections completed Remarks AruPè ur QS SchtlAW cit Nit!. A -frr 'h€.h rr.(* 9 v i i h 0' t4 a l 611-1s6c1J,. 1pQch- (oT' ion. 6r Infur,n&L. yylQ "t e JtcA -k-1 g rQpL' (f* (iit4.) rktmon 12A (1L5 Joel/& hm CKS 40 Cqrhizt 6bL (p*.r-+ 15vrr 'J14 th. JA ho+ kame Qvj Come qchbr tQ34Ik C1Ck€IJ, I sn(rec we WD&tA Ih4nrt cil ci Ic-r/Pr Jc4it' , Mf(c C?IIJ L terCoi.npilc-hYi. kc)i w- c CPt fl4t-1P itye $Q t e..4 I- '_tr-b tJ ' 9 rpivL &H 11?sic P7'Q cr e.i((eQdei '15i tif q VY)Q,ç Field Representative #_''' 1 O 5' CERTIFICATION OF COMPLIANCE: All of the observed work, unless otherwise stated, is in conformance with the approved plans and specifications and the workmanship provisions of the applicable code. INSPECTOR'S NAME I'")47 so vq (Print Clea,Iy) mctt INSPECTOR'S SIGNATURE 13 cr- CERT. NO. Cf ç, DATE 3-- Formt003 Testing Engineers-San Diego, Inc. 7895 Convoy Court, Suite 18, San Diego, CA. 92111 [858] 715-5800 Fax [858] 715-5810 REPORT OF COMPACTION TEST DATA Established 1946 Project Name Ccqvi fr1OYi Test Date_' - 2 2k Page of Project Number Client c 41 cii• Q,r//,0c4' Test # Material Structure Test Location and Elevation or Depth relative to... £) Fr&,) Dr. Skhsri O'XO ' (:P3 9.- ie af SX'p l ArI Di. 6i-4171 6 (4 ii-c 5et 3 -A' P io ok's 5b"* Iz.P'l- 1 P 4$ Po1iIe5 5 5'/'T7b. o4'l1, 15 C- te* (' .ct; Material: S = Soil, AC = Asphalt Concrete, ATB = Asphalt Treated Base, AB = Aggregate Base, CTS = Cement Treated Soil LTS = Lime Treated Soil, 0= Other Structure: P = Pavement Structural Section, F = General Fill, N = Native Soil, WL = Waterline, SS= Sanitary Sewer, ST = Storm Sewer, U = Other Utilities, W = Wall Backfill, SC = Sidewalk, Curb/Gutter, 0= Other Test# I Z, a Probe Depth (inches) 135 AS :9.c AS Wet Density (pcf) I 2. I'L Dry Density (pcf) Moisture MD Curve Number p.c 44f., Maximum Density (pcf) , L45 j 1I / vic. Optimum Moisture Relative Compaction, AC Cl Ci c 16 Relative Moisture, AM (%) _.- Specified AC Specified AM Conformance (Yes/No) ies * 107g Nuclear Gauge Model and Serial Number: Cf-ti IVI.C-i This report does not relieve the contractor or their responsibility for performance in accordance with the plans, specifications and applicable codes. The contractor is responsible for scheduling retesting of reworked areas that have previously failed to meet specifications. See accompanying Daily Report of description of work and observations TESD's Testing Technician: Name: M_q it i (JL1'E Signature: Clients or Contractor's Acknowledgement: Name: tP_OYt > Signature: White- Office Yellow- Contractor Pink- Field Technician j Testing Engineers - San Diego, Inc. Esablisliccl 1946 \ PHYSICAL PROPERTIES OF ASPHALTIC CONCRETE Date: July 26, 2000 Job No: 99-519B Job Name: CANNON ROAD/CARLSBAD BLVD. SIDEWALK IMPROVEMENTS ADDRESS: 101 Cannon Road & Carlsbad Blvd. Carlsbad, California 92009 Plan Number: N/A Permit: N/A Application: N/A Report No: 1462 ENGINEER: SAYED SHAH, CIVIL ENGINEER Lab No.: 54954 Project: CANNON ROAD/CARLSBAD BLVD. SIDEWALK IMPROVEMENTS Location: AC-I FG Sampled: Date: 7/7/00 By: TESD Type of Material: '/ AC Submitted: Date: 7/7/00 By: TESD Location Sampled: NOT SUBMITTED BULK SPECIFIC GRAVITY (ASTM D2726) WEIGHT IN AIR, g: 1193.4 WEIGHT IN AIR (SSD), g. 1194.5 WEIGHT SUBMERGED, g. 682.3 WATER TEMPERATURE 71 (°F) BULK SPECIFIC GRAVITY 2.332 BULK UNIT WEIGHT, pcf 145.1 Testing Engineers -San Diego, Inc.. 7895 Convoy Court, Suite 18 San Diego, CA. 92111 [858] 715-5800 Fax [858] 715-5810 C' Testing Engineers - San Diego, Inc. JUL 2 7 2000 Established 1946 FIELD COMPACTION AND CONSTRUCTION MONITORING REPORTS Date: July 24 2000 Job Number: 99-519B Job Name: Cannon Road/Carlsbad Blvd. Sidewalk Improvements Address: 101 Cannon Road & Carlsbad Blvd. Carlsbad, California Report Number: 1071 Plan Number: N/A Permit Number: 3671 Accompanying this cover sheet are the field compaction test results and related construction monitoring reports for the referenced project. These reports are for the following date(s): July 6, 2000 July 7, 2000 The tests were 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. This information does not relieve the contractor of his responsibility for constructing the project in accordance with plans, specifications, and all applicable codes. We appreciate the opportunity to provide materials testing service 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 GE 219 ViylPresident Engineering Total Pages Attached (3) Testing Engineers - San Diego, Inc., 7895 Convoy Court, Suite 18 San Diego, CA. 92111 [858] 715-5800 Fax [858] 7 15-58 10 Remarks Te ng Engineers - Safl Diego, ic. 1 of- 7895 Convoy Ct., Suite 18 Page San Diego, CA 92111 INSPECTION REPORT Project Name 1''\ / CrL\ k,\J 9e TESD Project # c Address 101 '1fflt Gyr! AAA VA - G-t - (Genera) Subcontractor Building Permit # Plan File # Government Contract # 16K, c4j the 49TO&A (f - ____DSA ____OSHPD #__________ ____Other INSPECTION Concrete ________Prestress Conc Masonry Struct Steel MAT'L SAMPLING QTY _______ Soil Base Subgrade Asphalt Concrete _______ MATERIAL DESCRIPTION Conc: Mix #/psi _______conc: Mix #/psi Conc: Mix #Ipsi ____________ _______ Rint: Reber _________________ INSPECTION CHECKLIST Plans Specifications _______Sizes Slump Fireproofing Concrete Cylinders Pint: W.W.F. ________________ _______Air Content Pile Driving Conc Flex Beams _______ _______Pint: Tendons ______________ Temperature Non-Destructive _______ Reinf. Steel _______ _______Grout: Mix 11/psi _____________ _______ Unit Weight Batch Plant _______Tendon (PT Strands) _______ _______Mortar: Type/psi _______Consolidation 0 37_ Soils Technician -Mortar Samples Units: Block _________________ -Electrode Storage Mechanical _______ Grout Samples _______ _______Units: Block _________________ _______Torque Applied Electrical _______Masonry Prisms _______ _______Steel _______Load (Pounds) -Bolt Pull-Out Masonry Block _______ _______ H.S. Bolts _______Thickness Roofing Steel _______ _______Metal Decking Waterproofing H.S. Bolts _______ _______Electrodes _______DSA Fireproofing Fireproofing ______OSHPD Roofing Other_________________ ______Coirectiveaction required Specialty Other ____________ _______ . _______ Corrections completed Field Representative # 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. INSPECTOR'S NAME INSPECTOR'S SIGNA CERT. NO. DATE 9 ° Formff003 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 Project Number 1-1-11 -Iii Client e Test Date ________________ Test It Material Structure Test Location and Elevation or Depth relative to... r g •j- -ç ri AL) .4. ____ tcr f fc 74-.- - 1A PG 'f-.oO I' 51-5 l' c ike, r 4A tt,5okr-014 .f Ls j 5-.,)6.'ry LVVA cL b P 'i i-oo r- c1 c- Lb pJ. P ,co L iUL5 4. I Pc1 P cl* I .f75 C 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# .- - io Probe Depth (inches) G It ii it it it it it 11 it II Wet Density (pot) tJ 131.7 fto. ( i '$-. I )''f.( 1 'i-c - I 37. & '7 3 1- 7. '1 Dry Density (pcf) F71 )3 iii 13,43 137.9 !3i)- Pod j35 Moisture (9/6) C.~ 5.'\ (-O G.5 .O 1 f GO C.. MD Curve Number IflQ 7)- ft I it it Maximum Density (pcf) 1-3,74 tI IIt I Optimum Moisture (%) '710 - it ii ,, Ii 'PC Relative Compaction, RC (%) !I 97 9 lo I l ot t Relative Moisture, RM(%) - o.c -1. ,-I.o -.0.5 -,o - -o• Specified RC It It i Specified RM (%) Itil Conformance (Yes/No) 'if II II - It it U Nuclear Gauge Model and Serial Number: r 3* II $ntdilV? ~ö13/ 5o This report does not relieve the contractor or their responsibility for performance in accordance with the plas, specifications and applicable codes. The contractor is responsible for scheduling retesting of reworked areas that have previously failed 3 meet specifications. See accompanying Daily Report of description of work and observations TESD'sTesting Technician: Name: V3 Signature: Client's or Contractor's Acknowledgement: Name: Signature: White- Office Yellow- Contractor Pink- Field Technician I Page lof Testing Engineers - San Diego, Inc. 7895 Convoy Ct., Suite 18 San Diego, CA 92111 INSPECTION REPORT 6-1,tOs& /O /cr 6 TESD Project # 9'frS(T t Address /0,' C'sri40,-. i29 vs— Cis/,P General I Subcontractor '' Building Permit #_9# 71 DSA #___________________________________________ Plan File # OSHPD # Government Contract # Other INSPECTION Concrete Prestress Conc Masonry Struct Steel MAT'L SAMPLING QTY Soil Base ubgrade Asphalt Concrete _______ MATERIAL DESCRIPTION Conc: Mix U/psi Conc: Mix U/psi Conc: Mix U/psi _____________ _______ Rinf: Rebar _________________ INSPECTION CHECKLIST Plans Specifications Sizes _______ Slump Fireproofing Concrete Cylinders Rint: W.W.F. _______________ -Air Content —Pile Driving Conc Flex Beams _______ _______Rinf: Tendons ______________ Temperature Non-Destructive _______ Reinf. Steel _______ _______Grout: Mix U/psi _____________ ________Unit Weight ) U*e1cant Tendon (PT Strands) _______ _______Mortar: Type/psi ___________ _______Consolidation Soils Technician _______ Mortar Samples _______ _______Units: Block ________________ _______ Electrode Storage Mechanical __;..-Grout Samples -Units: Block ________________ _______Torque Applied Electrical Masonry Prisms ______ _______Steel _______Load (Pounds) _______Bolt Pull-Out Masonry Block _______ _______H.S. Bolts________________ _______Thickness Roofing Steel ______ _______Metal Decking Waterproofing H.S. Bolts _______ Electrodes OSA Fireproofing Fireproof ing _____OSHPD Roofing _____ -_Other_/2_ _.q _____Correive aclion required Specialty Other ___________ _______ ___________________________ -corrections completed Remarks S2 f6 11 1O e'i' ,4 /2e.4 8- /( ;9a7 q C 1V - 5TYf .7-c / 321t W eP 4-C fq's 4- i c.q7'è Field Representative # 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. INSPECTOR'S NAME CERT. NO. (print Clearly) INSPECTOR'S DATE _7-1- Formll003 '1 Testing Engineers - San Diego, Inc. - JUL -7?flflfl Established 1946 FIELD COMPACTION AND CONSTRUCTION MONITORING REPORTS Date: June 29, 2000 Job Number: 99-519B Job Name: Cannon Road/Carlsbad Blvd. Sidewalk Improvements Address: 101 Cannon Road & Carlsbad Blvd. Carlsbad, California Report Number: 1014 Plan Number: N/A Permit Number: 3671 Accompanying this cover sheet are the field compaction test results and related construction monitoring reports for the referenced project. These reports are for the following date(s): June 15, 2000 June 21, 2000 The tests were 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. This information does not relieve the contractor of his responsibility for constructing the project in accordance with plans, specifications, and all applicable codes. We appreciate the opportunity to provide materials testing service 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 Vic ,fesident, Engineering Total Pages Attached (4) Testing Engineers - San Diego, Inc., 7895 Convoy Court, Suite 18 San Diego, CA. 92111 [858] 715-5800 Fax [858] 715.5810 I Testing Engineers - San Diego, Inc. 7895 Convoy Ct., Suite 18 San Diego, CA 92111 INSPECTION REPORT \Q' Page 1 o i 1 / / I'-'1:5'1' "CJ' TESD Project # Project Name ______________________________________________________ Address •"- '' / General / Subcontractor Building Permit # DSA # Plan File # OSHPD # Government Contract # Other INSPECTION MAT'L SAMPLING QTY MATERIAL DESCRIPTION INSPECTION CHECKLIST Concrete Soil _______Conc: Mix IS/psi Plans Prestress Conc Base _______ _______Conc: Mix IS/psi Specifications Masonry Subgrade -Conc: Mix IS/psi Sizes Slump Struct Steel Asphalt Concrete _______ -Hint: Rebar _________________ _______Air Content Fireproofing Concrete Cylinders _______Rinf: W.W.F. ______________ Pile Driving Conc Flex Beams _______ _______Rinf: Tendons Temperature Non-Destructive _______ Reinf. Steel _______ _______Grout: Mix IS/psi -Unit Weight Plant _,eatch ______Tendon (PT Strands) _______Mortar: Type/psi ___________ _______Consolidation _______ Soils Technician _______ Mortar Samples _______ _______Units: Block -Electrode Storage Mechanical _______Grout Samples _______ _______Units: Block _______Torque Applied Electrical -Masonry Prisms _______ _______Steel _______Load (Pounds) -Bolt Pull-Out Masonry Block _______ _______H.S. Bolts _______Thickness Roofing Steel _______ -Metal Decking Waterproofing H.S. Bolts _______ _______Electrodes Fireproofing DSA Fireproofing ______OSHPD Roofing ______Other__________________ ______Cormctiveadton required Specialty Other ____________ _______Corrections completed .11 Remarks 40 1:.0 Y y — , s 101Sh'5 j2' I4 .-/ o b / SD r k 7 coc1 '2 j.er7':r 74 r'1e ç(• ,7q 4 ,, — Field Representative # 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. INSPECTOR'S NAME T5Q.A f2j'/' i (Print Clearly) INSPECTOR'S SIGNATURE CERT. NO. DATE di Form#003 0 SOIL (ASTM 02922 and 03017) 0 AC (ASTM D2950) REPORT OF NUCLEAR DENSITY TESTS TEST RESULTS RESULTS RESULTS RESULTS RESULTS RESULTS RESULTS Standard Count - Density Standard Count - Moisture Probe Depth Moist. Content, % Wet Density Dry Density WET DENSITY (MOIST. + 100) X 100 1311 0 Maximum Density Optimum Moisture % ,, 5 % of Maximum Density % Density Required Complies Comp N ly Ot( Test Numbers Date Tested &/5-00 MD Curve No. No TEST • LOCATIONS iofr /)r ftrc COMMENTS GUASE MODEl. GUAGE SIN cpa' PROJECT C4 f\,1"c2'-(c 6d3 TECHNICIAN WORK REOUESTED BY PROJECT NUMBER I NOTIFIED (SIGNATURE) DATE AT PROJECT SITE BY PHONE I __________________ THIS REPORT DOES NOT RELIEVE THE CONTRACTOR OF HIS RESPONSIBILITY TO BUILD PER THE PLANS, SPECIFICATIONS AND ALL APPLICABLE CODES WHITE - Office CANARY - Field Technician PINK - Contractor Testing Engineers - San Diego, Inc. 1 of 7895 Convoy Ct., Suite 18 Page San Diego, CA 92111 INSPECTION REPORT Project Name (74h v1 i?i/ CiYIc b_d D/Vcl TESD Project # /t?9tff q 13 Address /0/ £i n, R t t-euln J3/vJ General/ Subcontractor Sea.v MejehJ Building Permit # 3 4 7f DSA #___________________________________________ Plan File # OSHPD #_______________________________________ Government Contract #_Other INSPECTION Concrete -Prestress Conc Masonry Struct Steel MAT'L SAMPLING QTY Soil _______ Base _______ Subgrade Asphalt Concrete _______ MATERIAL DESCRIPTION _______Conc: Mix ft/psi _______Conc: Mix ft/psi Conc: Mix ft/psi _______Rinf: Reber INSPECTION CHECKLIST )(_Plans ) Specifications Sizes Slump Fireproofing concrete Cylinders — —Rinf: W.W.F. ________________ _______Air Content —Pile Driving Conc Flex Beams _______ _______Rinf: Tendons Temperature -Non-Destructive _______ Reinf. Steel _______ _______Grout: Mix ft/psi -Unit Weight Batch Plant _______ _______Tendon (PT Strands) _______ _______Mortar: Type/psi _______Consolidation _______ Soils Technician _______ Mortar Samples _______Units: Block ________________ -Electrode Storage Mechanical -Grout Samples _______ _______Units: Block _______Torque Applied Electrical _______Masonry Prisms _______ _______Steel Load (Pounds)- -Bolt Pull-Out Masonry Block _______ _______ H.S. Bolts _______Thickness Roofing Steel _______ _______Metal Decking _______ Waterproofing H.S. Bolts _______ _______Electrodes _________________ _______ DSA Fireproofing —Fireproofing ______OSHPD Roofing ___• ___Other 5g.h_ Con veactionrequired Specialty Other ____________ _______ ___________________________ _______ Corrections completed Remarks PgrMd_A//r_ pi, iii_i8 1M._~hgco r' Den it- S't Field Representative # 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. INSPECTOR'S NAME M.41_err4 - (Pdnt Cleady) INSPECTOR'S SIGNATURE ___________________________ CERT. NO. DATE g--oo FormS 003 I Q Testing Engineers-San Diego, Inc. Established 1946 7895 Convoy Court, Suite 18, San Diego, CA. 92111 - [858] 715-5800 Fax [858] 715-5810 REPORT OF COMPACTION TEST DATA Project Name CCJI/t0 t t\i,c / h"pcL Z51tJJ Project Number 09 ç/q 13 Test Date 2.4 00 Page .j.._. of Client -1" .$e€..i4 )4 dek o,w iwr*i Test # Material Structure Test Location and Elevation or Depth relative to... TO i' 10c 5 j,rb. gO / o A1f 5 ?+ //6c S Ro bg n d CC' S f 11flMt PJ ot, 454 -To c f 5 6' 74&.tl1 C+ 70 a o'A6( '7 5 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# 4 Probe Depth (inches) Wet Density (pci) 09.5 i1 1324 13YQ, 1 3O 13r.a Dry Density (pci) /J //'fC jIC !/Q. ji15 LPL8 Moisture (%) C.' C Y4 MD Curve Number j ____ ____ ____ Maximum Density (pcf) - /r2J ,), t_ / " /_lar Optimum Moisture (%) g io - ioS Relative Compaction, AC qz - q C' !76( g 7 Relative Moisture, AM (%) I. 9 - I.. £ -'i. — I'rn? 1 .5 Specified RC (%) 57 L7 g5. f-' Specified AM (%) ' 5 5 /O,s 'b.' Conformance (Yes/No) lVe 106 Nuclear Gauge Model and Serial Number: /PO IC/er 34 II /3 73 '33 - L?O ,/ "f? 8' 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: /I1r#..t1' tfOA Signature: Client's or Contractor's Acknowledgement: Name: (7z..-.y tocA '-s-- Signature: ipp50 2 White- Office Yellow- Contractor Pink- Field Technician Testing'Engineers - San Diego, Inc'' 282Gü Established 1946 FIELD COMPACTION AND CONSTRUCTION AM Date: June 23, 2000 JUN 27 2000 Job Number: 99-519B FN Job Name: Cannon Road/Carlsbad Blvd. Sidewalk ImprovemfNEERING Address: 101 Cannon Road & Carlsbad Blvd. DEPARTMENT Carlsbad, California Report Number: 1351 Plan Number: N/A Permit Number: 3671 Accompanying this cover sheet are the field compaction test results and related construction monitoring reports for the referenced project. These reports are for the following date(s): June 13, 2000 The tests were 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. This information does not relieve the contractor of his responsibility for constructing the project in accordance with plans, specifications, and all applicable codes. We appreciate the opportunity to provide materials testing service 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 /__• Larry ark, GE 219 y cresident Engineering Total Pages Attached (2) Testing Engineers - San Diego, Inc.. 7895 Convoy Court, Suite 18 San Diego, CA. 92111 [858] 715-5800 Fax [858] 715-5810 t2- 1/'f vd&r f4 d1j £L7 #tie4& Testing Engineers - San Diego, Inc. 7895 Convoy Ct., Suite 18 San Diego, CA 92111 INSPECTION REPORT i3 V\ ,. Page iofj_ Project Name 'f TESD Project # ?? Address yJL4'fl General / Subcontractor Building Permit # 4 71 DSA # Plan File # Government Contract # OSHPD# Other ' I i INSPECTION MAT'L SAMPLING QTY MATERIAL'pES'IPOtsq / vDr..4.dv I Ii . INSPECTION CHECKLIST Concrete -Soil _______Conc: Mix #/psi Plans Prestress Cone Base _______Conc: Mix #1psi Specifications Masonry Subgrade -Cone: Mix #/psi Sizes Struct Steel Asphalt Concrete _______ _______Rint: Reber ________________ Slump _______Air Content Fireproofing Concrete Cylinders _______ Rinf: W.W.F. _______________ Pile Driving Cone Flex Beams _______ _______Rinf: Tendons Temperature Non-Destructive _______ Reint. Steel _______ _______Grout: Mix #Ipsi -Unit Weight _______Batch Plant _______ Soils Technician _______Tendon (PT Strands) _______ _______Mortar Samples —Mortar: Type/psi _______Units: Block _______ Consolidation -Electrode Storage Mechanical _______Grout Samples _______Units: Block _______Torque Applied Electrical _______Masonry Prisms _______ _______Steel ____________________ _______Load (Pounds) -Bolt Pull-Out Masonry Block _______ _______H.S. Bolts _______Thickness Rooting Steel _______ _______ Metal Decking Waterproofing H.S. Bolts _______ _______Electrodes DSA Fireproofing Fireproofing OSHPD Rooting ______Other Corme action required Specialty -Other- _______ ___________________________ _______ Corrections completed V 61& __/ _/co (j 'c,t' —&' o( tvAh/- cvir /uJ_f _£#t/7P4s&b i S P C"" 9 Field R sentative #__________________________________ - cØ '-- or 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. INSPECTOR'S NAME ( (Print Cleady) CERT. NO. INSPECTOR'S SIGNATURE DATE FonTiU053 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 Project Number ' c3 ._J7 q £ Test Date Page _L.ofL....... Client Test # Material Structure Test Location and Elevation or Depth relative to... / V QC a iC t ) j S /ô 5/f2J')i t 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 = Sanitry Sewer, ST = Storm Sewer, U = Other Utilities, W = Wall Backfill, SC = Sidewalk, Curb/Gutter, 0 = Other S' (c4'- Test # / )_. 3 Probe Depth (inches) (9 1, Wet Density (pcf) & /) Dry Density (pcf) . I/.I.T Moisture (%) t,-i MD Curve Number Maximum Density (pcf) Optimum Moisture (%) Relative Compaction, RC Relative Moisture, RM (%) _%1.. Specified AC Specified AM Conformance (Yes/No) Nuclear Gauge Model and Serial Number: f>1-t7'. 'i//& //'vt 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 TESO's Testing Technician: Name: '- /.11)\I Signatu Client's or Contractor's Acknowledgement: Name: Si nature: White- Office Yellow- Contractor Pink- Field Technician & r Testing Engineers-San Diego, Inc. 62000 REPORT OF COMPRESSION TEST Sample Group # 1397 Project Name Cannon Road/Carlsbad Blvd. Sidewalk Improvements Project No 1999-519B Project Address 101 Cannon Road & Carlsbad Blvd. Gen. Contractor Sean Malek Engineering & Const. Sub-Contractor N/A Engineer N/A Architect N/A Bldg Permit No 3671 Plan File No n/a Gov't Contract # n/a DSNOSHPD DSA# n/a Sample Group Data -- Report of Concrete Cylinders Measured Specified Placement Date 5/26/00 Slump (in.) 4.50 N/A Supplier/Plant HANSON Kelly Ball (in.) N/A N/A Mix Number 3233502 Air Temp (°F) N/A N/A Mix Description 560-C-3250 Mix Temp (°F) N/A N/A Mix Design 3250 psi 22.4 MPa Air Content (%) N/A N/A Specified Strength 3250 psi 22.4 MPa Unit Weight (pcf) N/A N/A Truck No. 381 Ticket#: 221758 Load # N/A Time Batched Time Sampled Age: 28Min. Sample Mark: 5/26/00 (1,2,3 OF 4)99-519B Delivered by CL Date Rec'd in Lab: 5/30/00 Logged in by: FM Admixture N/A N/A Gallons of water added at N/A byN/A Specific Location CROSS GUTTER AND CURBS AT THE INTERSECTION OF CANNON ROAD AND EL ARABOLL Special Instructions/Remarks Compression Laboratory Data Sample Lab No. Date Discard Dimensions Test Area Max Load Compressive Strength Age Tested 7 41819 6/2/00 0 6x12in 28.27in2 74,500 lbs 2640 psi 18.2 MPa 14 41820 6/9/00 0 6x12in 28.27in2 92,500 lbs 3270 psi 22.5 MPa 28 41821 6/23/00 0 6x12in 28.27 in 101,000 lbs 3570 psi 24.6 MPa 56 41822 7/21/00 II 6x12in 28.271n2 lbs psi MPa Comments: 28 day test meets specifications. Sampling and testing conducted in accordance with ASTM Standard designations: C31-91, C39-86, C78-84 C617-87, C42.90 J j Checked by: Date: Reviewed by: ____________________ Date: fZfrr) R. Douglas Provins. PE cc: City of Carlsbad Sean Malek City of Carlsbad _______ = - .•== ________ ---= Testing Engineers - San Diego, Inc. Established 1946 2 2 2) FIELD COMPACTION AND CONSTRUCTIONMONITORING REPORTS Date: June 15, 2000 Job Number: 99-519B Job Name: Cannon Road/Carlsbad Blvd. Sidewalk Improvern. -1 Address: 101 Cannon Road & Carlsbad Blvd. Carlsbad, California JUN 21 2000 Report Number: . 1286. Plan Number: N/A ENGINEERING Permit Number: 3671 DEPARTMENT Accompanying this cover sheet are the field compaction test results and related construction monitoring reports for the referenced project. These reports are for the following date(s): June 5, 2000 June 6, 2000 June 8, 2000 The tests were 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. This information does not relieve the contractor of his responsibility for constructing the project in accordance with plans, specifications, and all applicable codes. We appreciate the opportunity to provide materials testing service on this project. Should you have any questions regarding the accompanying information, please contact our office at (858) 715-5800. Respectfully submitted, Testing Engipeers - San Diego, Inc >~ ~21rl Larry ark, GE 219 Vice resident, Engineering Total Pages Attached (6) Testing Engineers -San Diego, Inc., 7895 Convoy Court, Suite 18 San Diego. CA. 92111 [858] 715-5800 Fax (858] 715-58 10 t 24- Testing Engineers - San Diego, Inc. 7895 Convoy Ct., Suite 18 San Diego, CA 92111 INSPECTION REPORT Page 1 o Project Name &4Q TESD Project # Address General / Subcontractor i&fr: Building Permit # DSA # Plan File # OSHPD #, -4j ciwrri A1 Government Contract # Other INSPECTION Concrete Prestress Conc Masonry Struct steel MAT'L SAMPLING QTY -Soil Base Subgrade Asphalt Concrete _______ MAT ERId,oc4j-dNI4'ç Conc: Mix #/psi Conc: Mix It/psi Conc: Mix It/psi _______Rinf: Rebar ________________ INSPECTION CHECKLIST Plans Specifications Sizes Slump Fireproofing Concrete Cylinders - -Rinf: W.W.F. ________________ _______Air Content Pile Driving Conc Flex Beams _______ _______Rinf: Tendons Temperature Non-Destructive _______ Reinf. Steel _______ _______Grout: Mix It/psi -Unit Weight Batch Plant ______Tendon (PT Strands) ______ _______Mortar: Type/psi _______Consolidation Soils Technician -Mortar Samples _______ _______Units: Block ________________ -Electrode Storage Mechanical -Grout Samples ______ _______Units: Block _______Torque Applied Electrical ______ Masonry Prisms ______ Steel Load (Pounds) -Bolt Pull-Out Masonry Block _______ H.S. Bolts _______Thickness Roofing Steel _______ _______ Metal Decking Waterproofing H.S. Bolts _______ _______Electrodes _______DSA Fireproofing Fireproofing ______OSHPD Roofing Other_________________ ______Cormtveaion required Specialty Other ____________ _______Corrections completed Remarks yfrvQ1 () &k JPtc4&IF cJ 7 ,er.k -A# Mr7 , 4'e o CJr I /S?J€ C4AP /;i;- Lvit:/ AIL % ?4- 0,&V 4rk7 i 1t eJze, Cj fJ.Z4 Qr 01 C - _ p__. Field Representative # 611411 2) 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. INSPECTOR'S NAME _ytrqzll-t A./' (Print Cl(aily) INSPECTOR'S SIGNATURE CERT. NO. DATE Fomr#003 Testing Engineers-San Diego, Inc. Established 1946 7895 Convoy Court, Suite IS, San Diego, CA. 92111 [858] 715-5800 Fax [858] 715-5810 REPORT OF COMPACTION TEST DATA MITI .L7? Test Date_________________ Page ..L.... of L_.. Cf/7 Cc&C, Test # Material Structure Test Location and Elevation or Depth relative to... / Arg SC 64' 7 4 /Z 9 oZc , 3 , 9, S Sc. — ci s ° c ,crc . c- - Jc J — 0 4. ', (//7 a ( tcS S £ /2' 7 Al?, 5 —c4 — 'cr.h :3-,' CC) Material: S = Soil, AC = Asphalt Concrete, ATB = Asphalt Treated Base, AB = Aggregate Base, CTS = Cement Treated Soil LTS = Lime Treated Soil, 0 = Other __________________________ Structure: P = Pavement Structural Section, F = General Fill, N = Native Soil, WL = Waterlin , S = Sanita ewer, ST= orm Sewer, U = Other Utilities, W = Wall Backfill, SC = Sidewalk, Curb/Gutter, 0 = Other C'.5 ç Test# I cl 4— (, '7 Probe Depth (inches) _E/1 ô ' i.'' Wet Density (pcf) /33. j 7('. /)çI?/ /374 f37• Dry Density (pcf) /3&/.0 /)4.ç /l7.s /ft.,& /3/. 44 13/; Moisture (9/6) 'A '? 7' 3- 4 MD Curve Number 3 Maximum Density (pcf) I3 7 I )- P-f f / 157 /3...7..... /3'7 Optimum Moisture % .S /DC ? 9 Cç Relative Compaction, AC D—S /7 17_ Relative Moisture, AM (%) -'I'1 -- Specified AC (%) Specified AM (%) Conformance (Yes/No) Yes '/& I )6 1-5 )hj ) 1 y' Nuclear Gauge Model and Serial Number: '2)(ee1Q 3flu1 . (à ' 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: (Z.e&. A7f?) &!/"/Signature: Client's or Contractor's Acknowledgement: Name: Signature: White- Office Yellow- Contractor Pink- Field Technician QJ Testing Engineers - San Diego, Inc. 7895 Convoy Ct., Suite 18 Page lot San Diego, CA 92111 INSPECTION REPORT Project Name TESO Project # Address W C4t,r i)( General / Subcontractor 1t.4'4-k Building Permit # DSA # Plan File # _________________________________OSHPD #_____________________________________ Government Contract # Other £'° '''' ,— 9 rvtx c t 4i&- INSPECTION Concrete Prestress Conc Masonry Struct Steel MAT'L SAMPLING QTY -Soil Base Subgrade Asphalt Concrete _______ Conc: ix ft/psi Conc: Mix ft/psi Conc: Mix ft/psi _______Rinf: Reber INSPECTION CHECKLIST Plans Specifications Sizes Slump Fireproofing Concrete Cylinders _______ Rinf: W.W.F. -Air Content Pile Driving Conc Flex Beams _______ _______Rini: Tendons Temperature -Non-Destructive _______Reinf. Steel _______ ______Grout: Mix ft/psi ____________ _______Unit Weight _______Batch Plant _______Tendon (PT Strands) _______ _______Mortar: Type/psi _______Consolidation Soils Technician -Mortar Samples _______Units: Block -Electrode Storage Mechanical _______Grout Samples _______Units: Block _______Torque Applied Electrical _______Masonry Prisms ______ _______Steel ____________________ Load (Pounds) _______Bolt Pull-Out Masonry Block ______ _______H.S. Bolts _______Thickness Roofing Steel _______ _______Metal Decking Waterproofing H.S. Bolts _______ _______Electrodes DSA Fireproofing —Fireproofing OSHPD Roofing Other________________ _____ Corrective action requhed Specialty Other ____________ _______ ___________________________ -Corrections completed Remarks 4 A ?4J7I q '&c t i71 fl&i., a O-4 /_A- -nfA ej t't-t /44 ' (-r 74(- 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. INSPECTOR'S NAME ______________________________________ CERT. NO. Cleady) INSPECTOR'S SIGNATURE __________________________________ DATE Fon5003 12 1 Project Name Project Number Client Testing Engineers-San Diego, Inc. 7895 Convoy Court, Suite 18, San Diego, CA. 92111 [858] 715-5800 Fax [858] 715-5810 REPORT OF COMPACTION TEST DATA Q fl/1d)1 14 / 4 /j;d 8/01 Test Do Established 1946 Page .j......ot 1....... Test # Material Stricture Test Location and Elevation or Depth relative to... ILl çp- SCA C44 4,&d-L-E £t-ke 164'i ','j P1 t>f PAWd tfsftv 'ivE __ . ç) k,WSZ 57 '.-e'G. .t.bA#- 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# / 3 4 cc c Probe Depth (inches) I/I' ft '' Wet Density (pcf) )) /37; /)1 !32 /z'J Dry Density (pcf) /f.,(j, !'I- P" /i7 t'c /):1. Moisture (%) MD Curve Number Maximum Density (pcf) Optimum Moisture (%) Relative Compaction, AC (%) j - gi. cfl Relative Moisture, AM Specified AC Specified AM (%) _______ Conformance (Yes/No) )9) -Lq 1 Y5 Nuclear Gauge Model and Serial Number: 7)U'T( ia5 7t17b 7 1/ / t 1o45 This report does not relieve the contractor16r their responsibility for performance in accordance with the plan Secifications 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 Iq TESD's Testing Technician: Name: /Signature, emAe4 Client's or Contractor's Acknowledgement: Name: __________ Signature: White- Office Yellow- Contractor Pink- Field Technician - Testing Engineers - San Diego, Inc. / 7895 Convoy Ct., Suite 18 Page 1 o San Diego, CA 92111 INSPECTION REPORT on. 249 Project Name 1 / 2IP "' TESD Project # 9979' Address General / Subcontractor -" /&1'J1& cwi / Building Permit # DSA # Plan File # OSHPD # Government Contract # Other F rft- / — INSPECTION Concrete -Prestress Conc Masonry Struct Steel MAT'L SAMPLING QTY _______Soil _______ Base —Conc: Subgrade Asphalt Concrete _______ MATERkCTç1E!Q _______Conc: Mix #/psi Mix #Fpsi Conc: Mix #/psi _______Rinf: Reber ________________ INSPECTION CHECKLIST Plans Specifications Sizes Slump Fireproofing Concrete Cylinders _______ Rini: W.W.F. ________________ _______Air Content —Pile Driving Conc Flex Beams _______ _______Rinf: Tendons Temperature Non-Destructive _______ Reint. Steel _______ _______Grout: Mix ft/psi ____________ -Unit Weight Batch Plant _______Tendon (PT Strands) _______Mortar: Type/psi _______Consolidation Soils Technician _______ Mortar Samples _______Units: Block ________________ _______Electrode Storage Mechanical -Grout Samples -Units: Block _______Torque Applied Electrical _______Masonry Prisms Steel Load (Pounds) _______Bolt Pull-Out Masonry Block _______ _______H.S. Bolts _______Thickness Roofing Steel _______ _______Metal Decking Waterproofing H.S. Bolts _______ _______Electrodes _______DSA Fireproofing Fireproofing OSHPD Roofing ______ Other_________________ ______ Corrective action required Specialty Other ____________ _______ ___________________________ _______Corrections completed Remarks fr#?-ed (it &Z c4ciJ1 cd C14t,hJ &/ s.ce 1ch? R— 1- & /J Av e<4& é€ a.. j3 d0 Ar4f iT-in /& c€ / J4' d o ? n, S)-z -At, CA4:s ,s9t ?4t901 7q. AuAa Afa O> tAIIk c-us #L &k i9,i StPç -en (rQPi'tf 't/e Ct s 7G1 e t.cii .scit) 9 6' Field R'ep PICATION CER OF COMPL - CE All of the observed worlS, unlest C%-Oe £v69 specifications and the workmanihip provisions of the applicable code. INSPECTOR'S NAME /2ec$'z 4,wzz.eA/ (print Clearly) INSPECTOR'S SIGNATURE otherwise stated, is in conformance with the approved plans and CERT. NO. DATE ForTn#003 He Project Name Project Number Client Testing Engineers-San Diego, Inc. Established 1 7895 Convoy Court, Suite 18, San Diego, CA. 92111 [858] 715-5800 Fax [858] 715-5810 REPORT OF COMPACTION TEST DATA Aj X g i' cAd4eve /9o/ '?9 Test Date__________________ Page-4. ? Oi Osi .... Test # Material Structure Test Location and Elevation or Depth relative to... I $ P 571f- 74'?-3 a" c, 6IA pi 2 &i ç1Y lgkfd,. rA / / "1 6M9 60A ,. 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 # Probe Depth (inches) P Wet Density (pci) Dry Density (pcf) Moisture (%) '7i 7.$' //Z? MD Curve Number Maximum Density (pci) Optimum Moisture Relative Compaction, RC Relative Moisture, AM (%) /.. . o7 ,Q.3 Specified AC (%) Specified AM (%) Conformance (Yes/No) Nuclear Gauge Model and Serial Number: ' / I11Z(dt1\ '7H( f Y±1'1/ C' '' This report does not relieve the contractor or tleir responsibility for performance in accordance with the plans, specifations 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: " iature: Client's or Contractor's Acknowledgement: Name: Signatur'e: White- Office Yellow- Contractor Pink- Field Technician I Testing Engineers -San Diego, Inc. Established 1946 FIELD COMPACTION AND CONSTRUCTION MONITORING REPORTS Date: June 12, 2000 JJ4 16 2000 Job Number: 99-519B L Job Name: Cannon Road/Carlsbad Blvd. Sidewalk ImprovèmentsTh! CF CARLOAD { Address: 101 Cannon Road & Carlsbad Blvd. - Carlsbad, California Report.Number: 1253 Plan Number: N/A Permit Number: 3671 Accompanying this cover sheet are the field compaction test results and related construction monitoring reports for the referenced project. These reports are for the following date(s): May 30 2000 May 31, 2000 June 1, 2000 June 2, 2000 The tests were 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. This information does not relieve the contractor of his responsibility for constructing the project in accordance with plans, specifications, and all applicable codes. We appreciate the opportunity to provide materials testing service 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 Lai k, GE 219 Vi'President, Engineering Total Pages Attached (8) RECE JUN 16 2000 ENGINEERIN G DEPARTMENT Testing Engineers -San Diego, Inc.. 7895 Convoy Court, Suite 18 San Diego, CA. 921 11 (858) 715.5800 Fax [858] 715-5810 Testing Engineers - San Diego, Inc. 7895 Convoy Ct., Suite 18 San Diego, CA 92111 INSPECTION REPORT Page iof..j Project Name &t#CQ ImA TESD Project # Address k1.M /3lg7 General I Subcontractor eto,4.Gd2-4 Building Permit # DSA# Plan File # _______________________________OSHPD # Government Contract #_Other / — ArAL /7iJL INSPECTION Concrete Prestress Cone Masonry Struct Steel MAT'L SAMPLING QTY -Soil Base Subgrade —Cone: Asphalt Concrete _______ MATERIAL DESCRIPTION _______Conc: Mix #/psi _______Conc: Mix ft/psi Mix ft/psi _______Rinf: Reber INSPECTION CHECKLIST Plans Specifications ______ Sizes Slump Fireproofing Concrete Cylinders _______Rinf: W.W.F. ______________ _______Air Content —Pile Driving Cone Flex Beams _______ _______Rinf: Tendons _______Temperature Non-Destructivé _______ Reint. Steel _______ _______Grout: Mix ft/psi -Unit Weight -Batch Plant _______ Tendon (PT Strands) _______ _______Mortar: Type/psi Consolidation Soils Technician ______ Mortar Samples _______ _______Units: Block Eleclrode Storage Mechanical ______ Grout Samples Units: Block ______Torque Applied Electrical -Masonry Prisms Steel Load (Pounds) -Boll Pull-Out Masonry Block _______ _______ H.S. Bolts _______Thickness Roofing Steel _______ _______Metal Decking Waterproofing H.S. Bolts _______ _______Electrodes —Fireproofing DSA Fireproofing OSHPD Roofing Other Correctiveactcnreqthmd Specialty Other ____________ _______ ___________________________ _______ Corrections completed Remarks I;m;' /4;SA,%kiD Z9 a4.4 - Lb / L 2 -' ' Af ' C" '44P '/ 4g -.' h, ) '(i AcW, A-.A FT'd 9 A-& cjAir.Env /&S' &LAI 74 '~ IQ 9X7o i.r'$ cy 1L2J& s — Field Representative # cz~~J 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. INSPECTOR'S NAME øi::&,t7?'t4 CERT. NO. (print Clearly) / INSPECTOR'S SIGNATURE DATE Form#003 PORT OF NUCLEAR DNSITY TESTS 4T VLAV". 15SOIL (ASTM D2922 and D3017) 0 AC (ASTM D2950) TEST RESULTS RESULTS RESULTS RESULTS RESULTS RESULTS RESULTS Standard Count - Density 171-170 Standard Count - Moisture ,j5 / Probe Depth• 7 Moist. Content, % Wet Density WET DENSITY Dry Density (MOIST. + 100) X 100 II.4 iig 119 i/&c 1114 (ç Q.pica,- Maximum Density /,._ 14Jl-121, Optimum Moisture % 4S144r&l_ % of Maximum Density a/2 'T.f * % Density Required , Complies Does Not Comply Test Numbers 5 Date Tested MD Curve No. TEST LOCATIONS °/?4t 3;e-i01tC-f'e -vouot c,k ç - 94t&g 3' S 6K#1cj P')nd — RS S' — 2if COMMENTS GUAGE MODEL GUAGE SIN PziX,e- g-p11 , I 73 3 PROJECT WORK REQUESTED BY PROJECT NUMBER c,_1 ,d/4 /'tc1- HONE ED AT PROJECT SITE B ED (SIGNATURE) TEC '- - S73 O/& 1:1 13 THIS REPORT DOES NOT RELIEVE THE CONTRACTOR OF HIS RESPONSIBILITY TO BUILD PER THE PLANS, SPECIFICATIONS AND ALL APPLICABLE CODES WHITE - Office CANARY - Field Technician PINK - Contractor Testing Engineers - San Diego, Inc. 7895 Convoy Ct., Suite 18 0 - .- San Diego, CA 92111 INSPECTION REPORT Page iof_j Project Name 1I9 7 TESD Project # rc19 4 Address AL/ Gid i?/oo# General / Subcontractor Mt-it a/yg 14- Building Permit # Plan File # Government Contract # DSA # OSHPD# Other /— A,2tial INSPECTION MAT'L SAMPLING QTY MATERIAL DESCRIPTION INSPECTION CHECKLIST ______Concrete -Soil _______ _______Conc: Mix #/psi Plans Prestress Conic -Base _______Conc: Mix 41/psi Specifications Masonry Subgrade _______Conc: Mix 41/psi -Sizes Struct Steel Asphalt Concrete _______ _______Rinf: Reber Slump Fireproofing -Concrete Cylinders _______ Rinf: W.W.F. ________________ -Air Content —Pile Driving Conc Flex Beams _______ _______Rinf: Tendons _______Temperature -Non-Destructive _______ Reinf. Steel _______ _______Grout: Mix 41/psi -Unit Weight -Batch Plant Tendon (PT Strands) _______Mortar: Type/psi Consolidation _______ Soils Technician _ _______ Mortar Samples _______ -Units: Block -Electrode Storage Mechanical -Grout Samples _______ -Units: Block -Torque Applied Electrical _______Masonry Prisms _______ ______Steel Load (Pounds) Bolt Pull-Out Masonry Block _______ _______ H.S. Bolts Thickness Roofing Steel _______ Metal Decking Waterproofing _______ H.S. Bolts _______ _______Electrodes DSA _______Fireproofing Fireproof ing OSHPD Roofing ______Other Corractiveactionrequired Specialty Other ____________ Corrections completed Remarks TPJ _ 9c-Li.k 'ei-6 /4Ck a/& ' oJ —cj cc-, /,q' /E kcr.m -t1vd 4\ /vU7A Co.m1 -zM- ¼jCP, 4C Ce a-d gç. _X nue or./-r -- cb. ,t.& 'i o'-p$ry szc.I ti d 4 61 6'7ir ,'; 44k, 6' ni 9,i V. 'n (9 % IL IVG t/7 'i i-zF idt Field RepIèsentativE ______________________________________ /)1 CERTIFICATION OF COMPLIANCE: All of the observed work, unIess otherwise stated, is in conformance with the approved plans and specifications and the workmanship provisions of the applicable code. INSPECTOR'S NAME /2ia'-fv(/1yL.i7xc/t/ (Pnnl Clearly) INSPECTOR'S SIGNATURE__________________________________ CERT. NO. DATE Form#003 SOIL (ASTM 02922 and D3017) 0 AC (ASTM 02950) REPORT OF NUCLEAR DENSITY TESTS TEST RESULTS RESULTS RESULTS RESULTS RESULTS RESULTS RESULTS Standard Count - Density Standard Count - Moisture Probe Depth It Moist. Content, % (0 7C /10.19 Wet Density I(;tq9 /70.g t2_9 WET DENSITY Iry Density (MOIST. + 100) X 100 /17.. 4 . 49-6 Maximum Density Optimum Moisture % % of Maximum Density 97 T7 C7 V % Density Required . Complies . Does Not V Comply V ./ Test Numbers b,A/7 A ji,4 rn,i A- Date Tested 73/ q'3/ MD Curve No. TEST LOCATIONS &A o/- chy€ Lc7t63 Xe &f 2 11A — 6 i- c (Zi 7Ld tde. &II/ Rf 1, L 34 7 /1 .S --_ t 3 2i COMMENTS 7 71\ QiAA ( e/M. td Q( 4 ' cL 7Lj cAbycc1e/c 4i cA.,ts,4, civ GUAGEL _ 51 GUA; PROJEC . . àn4 At /&i-/ilxJ g, WORK REOUESTED BY PROJECT NUMBER TEC ICIAN L4, NOTIFIED (SIGNATURE) DATE AT PROJECT SITE 413/ D BY PHONE D THIS REPORT DOES NOT RELIEVE THE CONTRACTOR OF HIS RESPONSIBILITY TO BUILD PER THE PLANS, SPECIFICATIONS AND ALL APPLICABLE CODES WHITE - Office CANARY - Field Technician PINK - Contractor - an ulego, Inc. 7895 Convoy Ct., Suite 18 Page iofj.. San Diego, CA 92111 INSPECTION REPO R T ect Name —n"n itd /1L€ 4'eP TESD Project # /Vt dress M& c2. neraI I Subcontractor Building Permit # DSA # Plan File # Goverfln1et Contract # OSHPD # Other /- NSPECTION MAVL SAMPLING QTY MATER4DTIf1 INSPECTION CHECKLIST Concrete _______Soil _______ _______Conc: Mix #/psi __ Plans prestress COrIC __ __ Base _______ _______Conc: Mix #Ipsi Specifications Masonry Subgrade -Cone: Mix #/psi Sizes strict steel Asphalt Concrete _______ _______Rint: Reber Slump Fireproofing Concrete Cylinders _______ Rinf: W.W.F. _______Air Content Driving -Pile Cone Flex Beams _______ _______Rint: Tendons _______Temperature NonDestruCt Reint. Steel _______ _______Grout: Mix #/psi -Unit Weight ______ Batch Plant Tendon (PT Strands) _______ _______Mortar: Type(psi _______Consolidation Soils Technician Mortar Samples _______ _______Units: Block _______Electrode Storag e Mechanical Grout Samples _______Units: Block ______Torque Applied_____ _ _ _ _ _ _ _ Electrical - Masonry Prisms _______ _______Steel Load (Pounds) _Bolt Pull-Out Masonry Block _______ _______ H.S. Bolts _______Thickness Rooting Steel ______ _______Metal Decking Waterproofing _______H.S. Bolts _______ _______Electrodes_______________ _ - OSA Fireproofing Fireproofing _OSHPD Roofing _______Other Co ij - Specialty _______ Other -Corrections completed arks _z2±J 0 0VEa ø?~• '!/ vr&n &4 Apol -d Cv -t £ i4d C4 J f3 Field Representative #_____ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ TIFICATION OF COMPLIANCE : A l l o f t h e o b s e r v e d w o r k , u n l e s s o t h e r w i s e s t a t e d , i s i n c o n f o r m a n c e w i t h t h e a p p r o v e d p l a n s a n d icati0flS and the workmanship p r o v i s i o n s o f t h e a p p l i c a b l e c o d e . - (Pnnbleady) CERT.NO. ECTOR'S SlGNATUR 'J DATE Form#003 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 Project Number 91.? Test Page .._L.. of .1.. Client Test ft Material Structure Test Location and Elevation or Depth relative to... tik2 G /Z Th - z AO 9c'. S7d ? C4a fl'1 f /n*; 4t7. Ec 44 i e2 A) 2 CA"-sjj€ Material: S = Soil, AC = Asphalt Concrete, ATB = Asphalt Treated Base, AB = Aggregate Base, CTS = Cement Treated Soil L.TS = 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 4 If Probe Depth (inches) a ' LJT 14 Wet Density (pcf) f7 g . /37 /% ( /;' . Dry Density (pcf) /31 /ôç f3& jj7.. f/7. L Moisture (%) / 44.S C/? 7 7 7. MD Curve Number 3_ 3 3 / 1 Maximum Density (pcf) /37 /37 / ) /' 13J Optimum Moisture (%) -.7 Relative Compaction, AC Relative , x7c~,4L Moisture, AM (%) Specified AC (%) cy..c Specified AM ______ Conformance (Yes/No) '/4 4q Nuclear Gauge Model and Serial Number: 3cWIL3 S/A) 733 1t7#7 . W71/ This report does not relieve the contractor or their responsibility for performance in accordance with the plans, specifications and applicable codes. The contractor is responsible for scheduling retesting of reworked areas that have previously failed to meet specifications. See accompanying Daily Report of description of work and observations TESD's Testing Technician: Name: Signature,,2a Client's or Contractor's Acknowledgement: Name: Signature: -A CA- White- Ottic4 ,i.v ,Yellow- Contractor Pink- Field Technician Field Representative #__________________________________________ Testing Engineers - San Diego, Inc. 7895 Convoy Ct., Suite 18 San Diego, CA 92111 INSPECTION REPORT /Page 1of4 Project Name TESD Project # Address General / Subcontractor Building Permit # Plan File # Government Contract # DSA # OSHPD # Other /— INSPECTION MAT'L SAMPLING QTY MATERILDESCRTIcP. INSPECTION CHECKLIST Concrete Soil _______ -CoL Mix #/pSi Plans Prestress Conc Base _______ _______Conc: Mix #IpSi Specifications Masonry Subgrade _______Conc: Mix #/psi Sizes Struct Steel Asphalt Concrete ______ _______Rift: Reber _______Slump Fireproofing Concrete Cylinders _______ Rinf: W.W.F. _______________ _______Air Content Pile Driving Conc Flex Beams _______ _______Rinf: Tendons _______Temperature Non-Destructive _______Reinf. Steel _______ _______Grout: Mix #/psi _______Unit Weight Batch Plant _______Tendon (PT Strands) _______ _______Mortar: Type/psi Consolidation Soils Technician _______ Mortar Samples _______Units: Block Electrode Storage Mechanical ______ Grout Samples _______Units: Block _______Torque Applied Electrical -Masonry Prisms _______ _______Steel Load (Pounds) Bolt Pull-Out Masonry Block ______ _______H.S. Bolts Thickness Roofing Steel _______ _______Metal Decking Waterproofing H.S. Bolts _______ _______ Electrodes Fireproofing DSA Fireproofing ______OSHPD Roofing ______Other Caredte action required Specialty Other ____________ _______ ___________________________ _______ Corrections completed Remas ((YV/ CpL. Metal £i4 cr&.ZJ L(./c2V,frl C4 /J 4-J cpdJ ct IVE 1ZizF 4 f.v CERTIFICATION OF COMPLIANCE: All of the observed work, unless otherwise stated, is in conformance with the approved plans and specifications and the workmanship provisions of the applicable Code. INSPECTOR'S NAME 126- (Print Clearly) INSPECTOR'S SIGNATURE___________________________________ CERT. NO. DATE A) Fwml#003 Testing Engineers-San Diego, Inc. Established 1946 7895 Convoy Court, Suite 18, San Diego, CA. 92111 [858] 715-5800 Fax [858] 715-5810 REPORT OF COMPACTION TEST DATA Project Name Project Number Client O(4it'Yl /J( / oota4rw Test Date CO Page k_ of Test U Material Structure Test Location and Elevation or Depth relative to... '1- . 7fi C Spcctrs/i Os itJ E &7,4$e7 ,,', CP140S A çti &ic'S S - u C- 2J ci 3•k.c 977 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)Ica fV"/ )_C t3)./ /)) Dry Density (pcf) Moisture (%) f'.c, . 7 0, 9' MD Curve Number 3 Maximum Density (pcf) /37 /37 ii/ ,' )-i fl-I ,, ,v/ Optimum Moisture (%) r- ,. Relative Compaction, RC (%) 4 77 7( Relative Moisture, AM (%) .- / .. 1- Specified RC Specified AM Conformance (Yes/No) Nuclear Gauge Model and Serial Number: ' 1fl5( d'Y(PII .P 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: ,2e 'natu Client's or Contractor's Acknowledgement: Name: Signature: White- Offic 'L(O't) CA Yellow- Contractor Pink- Field Technician Testing Engineers -San Diego, Inc. \ FIELD INSPECTION AND TEST REPORTS Established 1946 Date: June 9, 2000 Job No: 99-519B Job Name: CANNON ROAD/CARLSBAD BLVD. SIDEWALK IMPROVEMENTS Address: 101 Cannon Road & Carlsbad Blvd. Carlsbad, California Plan Number: N/A Permit Number: 3671 Report No: 1052 Field Supervisor: GREGORY SMITH, FE Enclosed are field inspection and/or test reports, for the above referenced project, for work performed on 05/26/00. These reports cover the locations of work inspected and/or tested following recognized standards and do not constitute engineering opinion or project control. These reports do not relieve the contractor of his responsibility to build per the plans, specifications and all applicable codes. Should you have any questions regarding these reports, please contact our office at (858) 715- 5800. Reports enclosed (1) Testing Engineers - San Diego, Inc., 7895 Convoy Court, Suite 18 San Diego, CA. 92111 [858] 715.5800 Fax (858] 7 15-58 10 Testing Engineers - San Diego, Inc. j - 7895 Convoy Ct., Suite 18 Page 10f4_ San Diego, CA 92111 INSPECTION REPORT Project Name 1 7 16'1i d/tcMr' '?'SD Project # 9 Address t0( Q3 pt4'Y. General / Subcontractor CI' /t4&1e4'C Building Permit # DSA # Plan File # OSHPD # Government Contract # Other INSPECTION concrete Prestress conc Masonry Struct Steel MAT'L SAMPLING QTY -Soil Base Subgrade Asphalt Concrete _______ MATERIAL DESCRIPTION conc: Mix ft/psi conc Mix ft/psi conc: Mix ft/psi _______Rinf: Reber INSPECTION CHECKLIST Plans Specifications Sizes Slump _______Air Content Fireproofing Concrete Cylinders Rint: W.W.F. ______________ Pile Driving Conc Flex Beams _______ _______Rlnf: Tendons —Temperature Non-Destructive _______ Reinf. Steel _______ _______Grout: Mix ft/psi ____________ _______ Unit Weight _______Batch Plant ______Tendon (PT Strands) _______ _______Mortar: Type/psi ___________ _______consolidation Soils Technician _______Mortar Samples _______ _______Units: Block _______Electrode Storage Mechanical ______ Grout Samples _______ _______Units: Block _______________ _______Torque Applied Electrical -Masonry Prisms _______ _______Steel _______Load (Pounds) -Bolt Pull-Out Masonry Block _______ _______ H.S. Bolts Thickness Roofing Steel _______ _______Metal Decking Waterproofing H.S. Bolts _______ _______Electrodes _______DSA Fireproofing —Fireproofing ______OSHPD Roofing ______ ______Other_________________ Corrective actnrequired Specialty Other ___________ _______ ___________________________ -Corrections completed Remarks 20 d.c!Pe_')4 Cot ci(c ctJ— f4d j f i'- L , 1w fi Field Representative # 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. INSPECTOR'S NAME /11( /l'1_1_e01,J . (Print Clearly) INSPECTOR'S SIGNATURE '7_&F CERT. NO. DATE Formfi003 '\ Testing Engineers - San Diego, Inc. Established 1946 LABORATORY TEST REPORTS Date: June 1, 2000 Job No: 99-519B Job Name: Cannon Road/Carlsbad Blvd. Sidewalk Improvements Address: 101 Cannon Road & Carlsbad Blvd. Carlsbad, California TESD Lab # 54614 Report No: 1186 Enclosed are laboratory test reports for the above referenced project. Samples were submitted to TESD on 5/22/00. These reports summarize the results of tests performed. Tests were performed in general accordance with the referenced standards and do not constitute engineering opinion or project control. These reports do not relieve the contractor of his responsibility to build per the plans, specifications and all applicable codes. We appreciate the opportunity to be of service. Should you have any questions regarding these results, please contact our office at (619) 715-5800. Respectfully submitted, TESTING ENGINEERS-SAN DIEGO, INC. R. Douglas Provins, RCE 56018 Senior Engineer, Manager of Laboratory Services Reports enclosed (1) Testing Engineers - San Diego, Inc.. 7895 Convoy Court, Suite 18 San Diego, CA. 92111 [858] 715-5800 Fax [858] 715-5810 .ified SATURATION CURVES SPEC. GRAy. EQUAL TO: 2.8 2.7 2.6 140 135 130 120 Water content, % _____TESTING ENGINEERS Plate COMPACTION JEST REPORT Curve No.: 3 Project No.: 99-519B Project: CANNON ROAD/CARLSBAD BLVD SIDEWALK IMPROVEMENTS Location: SITE STOCKPILE Elev./Depth: Remarks: TESD LAB NO. 54614 Date: 5/22/00 MATERIAL DESCRIPTION Description: AGGREGATE BASE (FROM HANSON, CARLSBAD) Classifications - USCS: AASHTO: Nat. Moist. = Sp.G. = Liquid Limit = Plasticity Index = %> 314 in. = 1.3 % % < No.200 = TEST RESULTS Maximum dry density = 137 pcf Optimum moisture = 6.5 % o ========- FIELD COMPACTION AND CONSTRUCTION MONITORING REPORTS Date: June 1, 2000 Job Number: 99-519B Job Name: Cannon Road/Carlsbad Blvd. Sidewalk Improvements Address: 101 Cannon Road & Carlsbad Blvd. Carlsbad, California Report Number: 1201 Plan Number: N/A Permit Number: 3671 Accompanying this cover sheet are the field compaction test results and related construction monitoring reports for the referenced project. These reports are for the following date(s): May 23, 2000 May 25 2000 The tests were 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. This information does not relieve the contractor of his responsibility for constructing the project in accordance with plans, specifications, and all applicable codes. We appreciate the opportunity to provide materials testing service 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 f Lark, GE 219 Vip President, Engineering Total Pages Attached (5) Testing Engineers -San Diego, Inc., 7895 Convoy Court, Suite 18 San Diego, CA. 92111 [858] 715-5800 Fax [858] 7 15-58 10 Testing Engineers - San Diego, Inc. 7895 Convoy Ct., Suite 18 2 \ /- San Diego, CA 92111 1 INSPECTION REPORT Page j -of _ Project Name TESD Project # Address - General/ Subcontractor _ tv'? 1 /19Q/ek - Building Permit # DSA # - Plan File # OSHPD # Government Contract # Other INSPECTION Concrete Prestress Conic Masonry Struct Steel MAT'L ~SING QTY 'i sail _______ Base Subgrade Asphalt Concrete _______ MATERIAL DESCRIPTION _______Conc: Mix #/psi _______Conc: Mix #1psi Conc: Mix #/psi _______Rinf: Reber INSPECTION CHECKLIST Plans Specifications Sizes Slump Fireproofing Concrete Cylinders _______ Rinf: W.W.F. ________________ _______Air Content -Pile Driving Conc Flex Beams _______ _______Rinf: Tendons Temperature Non-Destructive _______ Reinf. Steel _______ -Grout: Mix #/psi -Unit Weight eatch Plant _______Tendon (PT Strands) _______ _______Mortar: Type/psi ___________ _______Consolidation I" Soils Technician _______ Mortar Samples _______Units: Block -Electrode Storage Mechanical _______Grout Samples _______ _______Units: Block _______Torque Applied Electrical _______Masonry Prisms _______ Steel ____________________ _______Load (Pounds) _______Bolt Pull-Out Masonry Block _______ _______H.S. Bolts _______Thickness Roofing Steel _______ _______Metal Decking Waterproofing H.S. Bolts _______ _______Electrodes -Fireproofing _______DSA Fireproofing ______OSHPD Roofing ______Other Conedive action requed Specialty Other ____________ ________ ___________________________ _______Corrections completed 111V fill Field Representative 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. INSPECTOR'S NAMEb ihJ'5 a-A' (Pnnt Clearly) INSPECTOR'S SIGNATURE 0I CERT. NO. DATEZ2 I ,44 2' "-6' Form#003 Testing Engineers - San Diego, Inc. 7895 Convoy Ct., Suite 18 San Diego, CA 92111 INSPECTION REPORT lb Page j_of_ Project Name ' Address _________ TESD Project #/yy?_ 7?3 General / Subcontractor Building Permit # DSA #___________________________________________ Plan File # _________________________________OSHPD #_____________________________________ Government Contract # Other INSPECTION Concrete Prestress Cone Masonry _______Struct Steel MAT'L SAMPLING QTY -Soil _______ Base _______ Subgrade Asphalt Concrete _______ MATERIAL DESCRIPTION _______Conc: Mix #1psi _______Conc: Mix #/psi Cone: Mix #Ipsi _______Rift: Reber INSPECTION CHECKLIST Plans Specifications Sizes Slump Fireproofing Concrete Cylinders - -Rinf: W.W.F. ______________ _______Air Content Pile Driving -Cone Flex Beams _______ _______Rinf: Tendons Temperature Non-Destructive _______ Reint. Steel _______ _______Grout: Mix #/psi _______ Unit Weight Batch Plant _______Tendon (PT Strands) _______ _______ _______Mortar: Type/psi _______Consolidation Soils Technician _______ Mortar Samples _______ _______Units: Block Electrode Storage Mechanical _______Grout Samples _______Units: Block _______Torque Applied Electrical ______ Masonry Prisms _______ _______Steel Load (Pounds) _______Bolt Pull-Out Masonry Block _______ _______H.S. Bolts _______Thickness Roofing Steel _______ _______ Metal Decking Waterproofing H.S. Bolts _______ _______Electrodes Fireproofing DSA Fireproofing OSHPD Roofing Other__________________ ______Conectveadionrequired Specialty Other ____________ _______ ___________________________ _______ Corrections completed Remarks A / 7 & Field Representative # 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. INSPECTOR'S NAME -j - / (Print Clearly) INSPECTOR'S SIGNATURE CERT. NO. DATE Fonn4l003 [ -SôIL (ASTM D2922 and 03017) L-AiSTM 02950) J REPORT OF NUCLEAI1 DENSITY TESTS TEST RESULTS RESULTS RESULTS RESULTS RESULTS RESULTS RESULTS Standard Count - Density Standard Count - Moisture All -. Probe Depth / ' Moist. Content, % Z 5' Wet Density WET DENSITY Dry Density (MOIST. + 100) X 100 73. 7 ' Maximum Density Optimum Moisture % % of Maximum Density • 997 9 c9 % Density Required oes N Complies D Comply Test Numbers Z Date Tested 5E3 -- MD Curve No. TEST LOCATIONS , / COMMENTS 72/ 3' f ci 41/f ?4 G I GUAGESIN 99 EL PROJECT WORK REQUESTED BY 8'i ' PROJECT NUMBER , NOT (SIGNATURE) DATE AT PROJECT SITE BY PHONE HNIAN 4 D 7 #)5ciMc THIS REPORT DOES NOT RELIEVE THE CONTRACTOR OF HIS RESPONSIBILITY TO BUILD PER THE PLANS, SPECIFICATIONS AND ALL APPLICABLE CODES WHITE - Office CANARY - Field Technician PINK - Contractor ckfl,L. ft1 / jr/v-c! .ç I cl;L4 4e-d at TESD Project # Icy 1? Project Name Address Testing Engineers - San Diego, Inc. 7895 Convoy Ct., Suite 18 San Diego, CA 92111 INSPECTION REPORT Page iof_j General / Subcontractor ,<.'fr'--k 0004f- Building Permit # Plan File # Government Contract # DSA# OSHPD # I.-. -0a-- Other I-. INSPECTION MAT'L SAMPLING QTY MATERIAL&Sff INSPECTION CHECKLIST Concrete -Soil Conc: Mix #/pSi Plans Prestress Conc - Base Conc: Mix It/psi Specifications Masonry Subgrade Conc: Mix #/psi Sizes Struct Steel Asphalt Concrete _______ _______Rinf: Reber Slump _______Air Content Fireproofing Concrete Cylinders Rint: W.W.F. _______________ -Pile Driving Conc Flex Beams _______ _______Rinf: Tendons Temperature _______ Non-Destructive _______ Reinf. Steel _______ _______Grout: Mix It/psi -Unit Weight _______Batch Plant _______Tendon (PT Strands) _______ _______Mortar: Type/psi ___________ _______Consolidation / Soils Technician _______ Mortar Samples _______Units: Block ________________ _______ Electrode Storage Mechanical _______ Grout Samples _______Units: Block _______Torque Applied Electrical _______Masonry Prisms ______ _______Steel Load (Pounds) Bolt Pull-Out Masonry Block ______ _______H.S. Bolts _______Thickness Roofing Steel _______ _______Metal Decking Waterproofing H.S. Bolts ______ _______Electrodes DSA Fireproofing Fireproofing OSHPD Roofing Other________________ _____CorreJve action required Specialty Other ____________ _______ ___________________________ _______ Corrections completed Remarks rtd Øt ' Ik 1c 141 Ps(i &4&1 p/t/.4Gt,4'c/ 04ç AC &4e o'- —t<g c ; rey -. ?kP4YL AT.i 2 E 0 4it 41 fl -ohr / '%-1.a.eP 132.6 QvcLL,4& ct;1- c ,Lgjt4 , (3u Pfe7 74 ha ' /reSG 7 CERTIFICATION OF COMPLIANCE: All of the observed work, unless otherwise stated, is in conformance with the approved plans and specifications and the workmanship provisions of the applicable code. INSPECTOR'S NAME ______________________________________ (Print Clearly) CERT. NO. INSPECTOR'S SIGNATURE___________________________________ DATE Form#003 WSOIL (ASTM D2922 and D3017) 0 AC (ASTM 02950) REPORT OF NUCLEAR DENSITY TESTS TEST RESULTS RESULTS RESULTS RESULTS RESULTS RESULTS RESULTS Standard Count - Density Standard Count - Moisture Probe Depth // 0. Moist. Content, % -a Wet Density 11Io4 /1403 WET DENSITY Dry Density (MOIST. + 100) X 100 133.4 /3 ,04-9 133/ i?9- I?(4.3 Maximum Density (54 Optimum Moisture % 7 .7 7 10 .s- % of Maximum Density ' C Cl q % Density Required q ( cp'i- v Comply Complies Does Not Test Numbers 1/ 1..f hr Date Tested ...s72çj. " [4 MD Curve No._- .lIj TEST LOCATIONS /0' S S 7 ,ve 7 /i'mi C/'s 04 -do - l.Qc&2u - is 39 ' ,c nru ,9x4yth , COMMENTS /36'd/tcZOfl -1CL(j 424 G&s I 13'u& !k i- ct- &&4) 4d/ 1 44 GUAGE MODEL flc-i 3u3 13,3-3 PROJECT I WORK REQUESTED BY I PROJECT NUMBER L/CàJ4( 14O . I — TECHNICIAN NOTIFIED (SIGNATURE) - DATE AT PROJECT SITE BY PHONE /Lc,a. JI I 7d7'c' D I THIS REPORT DOES NOT RELIEVE THE CONTRACTOR OF HIS RESPONSIBILITY TO BUILD PER THE PLANS, SPECIFICATIONS AND ALL APPLICABLE CODES WHITE - Office CANARY - Field Technician PINK . Contractor 4 TestingEngineers -SanDiego,Inc. Established 1946 FIELD COMPACTION AND CONSTRUCTION MONITORING REPORTS Date: June 1, 2000 Job Number: 99-519D / Job Name: City of Carlsbad Chinquapin lift Station / - Address: Carlsbad Blvd./North side of Bridge Carlsbad, California Report Number: 1202 Plan Number: N/A Permit Number: N/A Accompanying this cover sheet are the field compaction test results and related construction monitoring reports for the referenced project. These reports are for the following date(s): May 22, 2000 May 23, 2000 The tests were 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. This information does not relieve the contractor of his responsibility for constructing the project in accordance with plans, specifications, and all applicable codes. We appreciate the opportunity to provide materials testing service 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 GE 219 Vi President, Engineering Total Pages Attached (4) Testing Engineers -San Diego, Inc.. 7895 Convoy Court, Suite 18 San Diego, CA. 92111 (858] 715-5800 Fax [858) 7 15-58 10 Project Name dJ7' / Address General / Subcontractor Building Permit # Plan File # Government Contract # Testing Engineers - San Diego, Inc. Page j_of_ 7895 Convoy Ct., Suite 18 z_ San Diego, CA 92111 INSPECTION REPORT TESD Project # /999L 5756 ____DSA # ____OSHPD # Other INSPECTION Concrete Prestress Cone Masonry _______Struct Steel MAT'L SAMPLING QTY Soil Base ubgrade -Cone: ]EfAsphalt Concrete _______ MATERIAL DESCRIPTION -Cone: Mix 4*/psi -Cone: Mix 4*/psi Mix 4*/psi _______Rinf: Reber INSPECTION CHECKLIST Plans Specifications Sizes Slump Fireproofing Concrete Cylinders Rinf: W.W.F. _______________ -Air Content -Pile Driving Cone Flex Beams _______ _______Rinf: Tendons Temperature Non-Destructive _______ Reinf. Steel _______ _______Grout: Mix 4*/psi ____________ _______ Unit Weight Batch Plant _______Tendon (PT Strands) ______ _______Mortar: Type/psi _______Consolidation £Soils Technician _______ Mortar Samples Units: Block _________________ _______ Electrode Storage Mechanical _______Grout Samples ______ _______Units: Block _______Torque Applied Electrical _______Masonry Prisms _______ _______Steel ____________________ _______Load (Pounds) _______Bolt Pull-Out Masonry Block _______ _______H.S. Bolts Thickness Roofing Steel _______ _______Metal Decking Waterproofing H.S. Bolts ______ _______Electrodes DSA Fireproofing -Fireproofing ______ OSHPD Roofing Other___________________ Comiveanrequired Specialty Other ____________ _______ Corrections completed Remarks Or 74 774' 7 91O' ::57 , ':i áw4V27 Field Representative #______________________________________ ~~~te rl~wl 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. INSPECTOR'S NAME____________________ (Print Clearly) INSPECTOR'S SIGNATURE _J / 447,P'- CERT. NO. DATE -• c7 Form#003 -SO1L (ASTM D2922 and 03017) 0 AC (ASTM D2950) NUCLEA d~-EREPORT OF NSITY TESTS TEST RESULTS RESULTS RESULTS RESULTS RESULTS RESULTS RESULTS Standard Count - Density Standard Count - Moisture -- ----- Probe Depth rip .-.--------- - - - Moist. Content, % Wet Density DryDensity (M5T+iQX1OO Maximum Density /3 7 _-- ._--;--_ Optimum Moisture% % of Maximum Density 99 9,' 9 99 95 95 99 % Density Required -- --------- Complies Does Not - ---- Test Numbers Date Tested MD Curve No. TEST LOCATIONS : ,, 7- ::5;4ø i COMMENTS GUAGEM EL 2 A2e GUAGE SIN PROJECT NUMBER PROJECT WORK REQUESTED BY DATE AT PROJECT SITE BY PHONE D ECIC1N rIEO THIS REPORT DOES NOT RELIEVE THE CONTRACTOR OF HIS RESPONSIBILITY TO BUILD PER THE PLANS, SPECIFICATIONS AND ALL APPLICABLE CODES WHITE - Office CANARY - Field Technician PINK - Contractor ri LTO J 0 SOIL (ASTM 02922 and D3017) F26(ASTM 02950) , REPORT OF NUCLEAR DENSITY TESTS TEST RESULTS RESULTS RESULTS RESULTS RESULTS RESULTS RESULTS Standard Count - Density : Standard Count Moisture Probe Depth .. . 45. -- Moist. Content, % Wet Density WET DENSITY Dry Density (MOIST. + 100)X 100 . S . . ..: .::'•,.. :.:: Maximum Density 14 Optimum Moisture % % of Maximum Density % Density Required Compl Does ies Comply Test Numbers 5_• ________ 3.- Date Tested MD Curve No. TEST . . . LOCATIONS. . .. . . . .. ZIP COMMENTS . . / 5 GUAGE SIN GUAGE MODEL PRECT ,.,, . WORK REQUESTED BY Cfrd2..5 PROJECT NUMBER ;4f 0~1-.- Mw-, DATE AT PROJECT SITE BY PHONE dtAff I NOTIFIED G)AT7E) THIS REPORT DOES NOT RELIEVE THE CONTRACTOR OF HIS RESPONSIBILITY TO BUILD PER THE PLANS, SPECIFICATIONS AND ALL APPLICABLE CODES WHITE - Office CANARY - Field Technician PINK - Contractor Project Name Address General / Subcontractor Building Permit # Plan File # Government Contract # Testing Engineers - San Diego, Inc. Page 1 o 7895 Convoy Ct., Suite 18 - - San Diego, CA 92111 INSPECTION REPORT TESD Project # t999i7' DSA# _OSHPD # Other INSPECTION Concrete Prestress Conc Masonry _______Struct Steel MAT'L SAMPLING QTY -Soil _______Base Subgrade Asphalt Concrete _______ MATERIAL DESCRIPTION Conc: Mix */psi Conc: Mix #Ipsi Conc: Mix If/psi _______Rinf: Reber INSPECTION CHECKLIST Plans . Specifications Sizes Slump Fireproofing Concrete Cylinders _______ Rint: W.W.F. _______________ -Air Content -Pile Driving Conc Flex Beams _______ _______Rinf: Tendons Temperature Non-Destructive _______ Reinf. Steel _______ _______Grout: Mix If/psi _______ Unit Weight Batch Plant _______Tendon (PT Strands) _______Mortar: Type/psi ______Consolidation oils Technician _______ Mortar Samples _______ _______Units: Block ________________ _______ Electrode Storage _______Mechanical _______Grout Samples _______Units: Block _______Torque Applied Electrical _______Masonry Prisms _______Steel Load (Pounds) Bolt Pull-Out Masonry Block _______ _______ H.S. Bolts Thickness Roofing Steel _______ ...Metal Decking Waterproofing H.S. Bolts _______ _______Electrodes DSA Fireproofing -Fireproofing ______OSHPD Roofing ______Other Coniveaionrequired Specialty Other ____________ _______ ___________________________ _______ Corrections completed Remarks 7ç i Z 9 4~c 7ae oie4' 'r M' eZ7 '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. INSPECTOR'S NAME CERT. NO. - INSPECTOR'S DATE— - Form#003 Testing Engineers - San Diego, Inc. Established 1946 •.c• ~: REPORT OF COMPACTION TEST DATA Print Date: May 26, 2000 Project Number: 99-519B Project Name: Cannon Road/Carlsbad Blvd. Sidewalk Improvements Location: 101 Cannon Road & Carlsbad Blvd. Carlsbad, California Plan ID: N/A Permit ID: 3671 Application: N/A Report# 1135 Engineer: Larry G. Clark, RCE 26151, Renewal 3/31IO2 ,2, Test # Test Date I Test Location Moisture I Dry Density (pcf) I Relative Compaction Iconform RequiredINon-Conformll Field 10ptimuml Field I Maximuml ObtainLd_L 12 4/25/00 West retaining wall, -5' 11.5% 10.5% 114.8 from top of wall, 45' E of 101 Cannon Driveway 13 4/25/00 West retaining wall, -4.5' 12.0% 10.5% 116.0 from top of wall, 45'W of 101 Cannon Driveway 14 4/25/00 West retaining wall, 4 11.8% 10.5% 114.4 from top of wall. 25' E of 101 Cannon Driveway 15 4/25/00 West retaining wall, -7' 9.9% 10.5% 114.4 from top of wall, 50'S of corner © Cannon/Carlsbad 16 4/25/00 West retaining wall, -5' 10.8% 10.5% 114.9 from top of wall, 40'; S of corner of Cannon/Carlsbad 17 4/25/00 West retaining wall, -3' 11.2% 10.5% 113.3 from top of wall, 20' E of 101 Cannon Driveway 18 4/27/00 Wall backfill, 30'E of 101 9.9% 10.5% 114.0 Cannon Driveway, Elev = 16" from top of wall 19 4/27/00 Wall backfill, 30'Wof101 11.5% 10.5% 115.4 Cannon Driveway, Elev = - 2' from top of wall 20 4/27/00 Wall backfill, 66'W, 30'S 12.0% 10.5% 115.2 of 101 Cannon Driveway, Elev = -2' from top of wall 21 4/27/00 Wall backfill, 66'W, 30'S 9.7% 10.5% 117.2 of 101 Cannon Driveway, Elev = -1' from top of wall 22 4/27/00 Wall backfill, 15' E, 45'S 10.2% 10.5% 114.3 of Cannon Rd/Los Robles Dr., Elev = -1' from top of wall 126.0 91% 90% Conform 126.0 92% 90% Conform 126.0 91% 90% Conform 126.0 91% 90% Conform 126.0 91% 90% Conform 126.0 90% 90% Conform 126.0 90% 90% Conform 126.0 92% 90% Conform 126.0 91% 90% Conform 126.0 93% 90% Conform 126.0 91% 90% Conform Testing Engineers -San Diego, Inc., 7895 Convoy Court, Suite 18 San Diego, CA. 92111 [858] 715-5800 Fax [858] 7 15-58 10 121.0 96% 121.0 94% 121.0 91% 126.0 92% 126.0 91% 90% Conform 90% Conform 90% Conform 90% Conform 90% Conform Testing Engineers - San Diego, Inc. Established 1946 REPORT OF COMPACTION TEST DATA Print Date: May 26, 2000 Project Number: 99-519B Project Name: Cannon Road/Carlsbad Blvd. Sidewalk Improvements Location: 101 Cannon Road & Carlsbad Blvd. Carlsbad, California Plan ID: N/A Permit ID: 3671 Application: N/A Report# 1135 Engineer: Larry G. Clark, RCE 26151, Renewal 3/31I0 , Test # Test Date Test Location I I Moisture Dry Density (pcf) I Relative Compaction Conform Non-Conform I Field 10ptimuml Field I Maximum I Obtained I Required 23 5/15/00 Sta 2+10, asphalt level - 11.5% 9.0% 115.7 3.0' (south side of Cannon Rd.) 24 5/15/00 Sta 3+09, asphalt level - 10.9% 9.0% 113.9 3.0' (south side of Cannon Rd.) 25 5/15/00 Sta 3+95, asphalt level - 12.8% 9.0% 109.8 3.0' (south side of Cannon Rd.) 26 5/16/00 Storm drain A backfill, 18" 10.1% 10.5% 115.5 RCP, Sta 9+55, asphalt level -5.0' 27 5/16/00 Storm drain A backfill, 18" 9.9% 10.5% 114.2 RCP, Sta 8+75, asphalt level -2.5' 28 5/16/00 Storm drain A backfill, Sta 9.3% 10.5% 118.7 8+75, asphalt level -5.0' 29 5/16/00 Storm drain D, 18" RCP, 10.5% 10.5% 114.9 lateral © El Arbol Dr., 34' SW from MH (intersection © Cannon Rd.), asphalt level -2.0' 30 5/16/00 Storm drain A backfill, 18" 8.6% 10.5% 113.9 RCP, Sta 7+78, asphalt level -4.0' 31 5/16/00 Storm drain A, 18" RCP, 8.9% 10.5% 117.0 Sta 7+19, asphalt level - 4.5' 32 5/16/00 Storm drain A, 18" RCP, 10.0% 10.5% 116.0 Sta 6+18, asphalt level - 3.0' 33 5/16/00 Storm drain A, 18' RCP, 9.6% 10.5% 121.2 Sta 5+15, asphalt level - 3.0' 126.0 94% 90% Conform 126.0 91% 90% Conform 126.0 90% 90% Conform 126.0 93% 90% Conform 126.0 92% 90% Conform 126.0 96% 90% Conform Testing Engineers -San Diego, Inc.. 7895 Convoy Court, Suite 18 San Diego, CA. 92 11 I [858] 715-5800 Fax (858) 7 15-58 10 '•----•• ) TestingEngineers -San Diego, Inc. Established 1946 REPORT OF COMPACTION TEST DATA Print Date: May 26, 2000 Project Number: 99.519B Project Name: Cannon Road/Carlsbad Blvd. Sidewalk Improvements Location: 101 Cannon Road & Carlsbad Blvd. Carlsbad, California Plan ID: N/A Permit ID: 3671 Application: N/A Report# 1135 Engineer: Larry G. Clark, RCE 26151, Renewal 3/31/02 Test # Test Date Test Location Moisture Dry Density (pcf) I Relative Compaction Conform Non-Conform I Field 10ptimuml Field I Maximum I Obtained Required 34 5116100 Storm drain A, 18" RCP, 9.8% 10.5% 115.4 126.0 92% 90% Conform Ste 5+15, asphalt level - 5.0' 35 5/16/00 Storm drain B, 18" RCP © 9.3% 10.5% 114.8 126.0 91% 90% Conform Los Robles Dr., 44' SW from MH (intersection © Cannon Rd.), asphalt level -3.0' 36 5/16/00 Storm drain E, 18" RCP © 9.2% 9.0% 112.1 121.0 93% 90% Conform Carlsbad Blvd, 5'W of E curb/gutter, 51'S from SE corner traffic light, asphalt level -3.0' 37 5/16/00 Sidewalk subgrade, 12'S 4.4% 13.0% 1045 115.0 91% 90% Conform of MH lift station sewer @ 4010 Carlsbad Blvd., 4.0' E of curb/gutter 38 5/16/00 Gutter Class II base, 6" 5.1% 7.0% 136.0 137.0 99% 90% Conform thick, east side, near MH sewer © lift station, 4010 Carlsbad Blvd. Testing Engineers - San Diego, Inc.. 7895 Convoy Court, Suite 18 San Diego, CA. 92111 [858] 715-5800 Fax [858] 7 15-58 10 Testing Engineers - San Diego, Inc. 7895 Convoy Ct., Suite 18 San Diego, CA 92111 INSPECTION REPORT Page lof__( Project Name 2'74-j 7 &WJZ 49 TESD Project # ciq Address / / 04c-bow /&-I General / Subcontractor k9r- ,%z2it tJP 2A Building Permit # DSA # J. Air,/' i &1' /ft Plan File # _______________________________OSHPD # /L Government Contract # Other INSPECTION Concrete Prestress Conc Masonry Struct Steel MAT'L SAMPLING QTY _______ Soil _______ Base V Subgrade Asphalt Concrete _______ MATERIAL DESCRIPTION _______Conc: Mix It/psi Conc: Mix It/psi Conc: Mix It/psi _______ Rint: Reber _________________ INSPECTION CHECKLIST Plans - Specifications Sizes Slump Fireproofing Concrete Cylinders Rinf: W.W.F. ______________ _______Air Content Pile Driving . _______Conc Flex Beams _______Rinf: Tendons Temperature Non-Destructive Reinf. Steel Grout: Mix It/psi ____________ ______Unit Weight _______Batch Plant _______Tendon (PT Strands) _______ _______Mortar: Type/psi _______Consolidation Soils Technician _______Mortar Samples. _______Units: Block _______Electrode Storage Mechanical -Grout Samples _______ -Units: Block _______Torque Applied Electrical . _______Masonry Prisms _______ _______Steel Load (Pounds) _______Bolt Pull-Out Masonry Block _______ _______H.S. Bolts _______Thickness Roofing Steel _______ _______Metal Decking Waterproofing H.S. Bolts _______ _______Electrodes_________________ _______DSA Fireproofing Fireproofing ______OSHPD Roofing Other_________________ Coneive action required Specialty Other ____________ _______ ___________________________ -Corrections completed Remarks i%s& L,AiJ' /Ei1 Ad) hA ovK 'r'fr 77p cq -. $z. 4 QnX iJ 4 p j iç tV (%ej1) tAJ ef?tcL.J fl27 &e1C f64mf e4-h eK Field Representative # CERTIFICATION OF COMPLIANCE: All of the observed work, unless otherwise stated, is in conformance with the approved plans and specifications and the workmanship provisions of the applicable code. INSPECTOR'S NAME (Print Cteaity) CERT. NO. INSPECTOR'S SIGNATURE__________________________________ DATE Form4l003 - Testing Engineers - San Diego, Inc. 7895 Convoy Ct., Suite 18 San Diego, CA 92111 INSPECTION REPORT Project Name JI.C6t C / TESD Project # Address General / Subcontractor 141; Building Permit # DSA # /— Page j_of_1 99 .r$?c! Plan File # OSHPD # Government Contract # Other INSPECTION Concrete Prestress Conc Masonry Struct Steel MAT'L SAMPLING QTY ----_-Soil -Conc: Base Subgrade Asphalt Concrete _______ MATERIAL DESCRIPTION Mix #Ipsl Conc: Mix fr/psi Conc: Mix fr/psi _______ Rinf: Reber INSPECTION CHECKLIST Plans Specifications Sizes Slump Fireproofing Concrete Cylinders _______Rinf: W.W.F. ______________ _______Air Content -Pile Driving Conc Flex Beams _______ _______Rinf: Tendons Temperature -Non-Destructive _______Reinf.. Steel _______ _______Grout: Mix fr/psi ____________ _______Unit Weight _______Batch Plant _______Tendon (PT Strands) _______Mortar: Type/psi _______Consolidation Soils Technician _______Mortar Samples _______Units: Block _______Electrode Storage Mechanical _______ Grout Samples _______ -Units: Block _______Torque Applied Electrical _______Masonry Prisms Steel Load (Pounds) _______Bolt Pull-Out Masonry Block ______ _______H.S. Bolts _______Thickness Roofing Steel _______ -Metal Decking Waterproofing H.S. Bolts ______ _______Electrodes _______DSA Fireproofing Fireproofing ______OSHPD Roofing Other_________________ ______corrective acton required Specialty Other ___________ _______ Corrections completed Remarks 4't /4LJ A'f 1t C~y /i*v CDe) I'4c.*'r ON (1 f4 fiv Cj'I S*1 rno Ch4 /4d. lZ. t 9 cfcn if/dcO 1'zyvv ,,' cb /-Vfy c ? s1.71. A7tI 7lD 14i /)Q4 LP 474 1l41%. C-c- la i d yIJ ytaLy p Field Representative #________________________________________ 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. INSPECTOR'S NAME &611!t '/'' (Print Clearly) INSPECTOR'S SIGNATURE CERT. NO. DATE SlIbleV Form#003 O Testing Engineers - San Diego, Inc. I Page_Lof 7895 Convoy Ct., Suite 18 _ San Diego, CA 92111 INSPECTION REPORT Project Name O/- 1.4u'4' TESD Project # Address Ct#77)7 /0 CI General I Subcontractor Building Permit # DSA # Plan File # OSHPD # Government Contract # Other INSPECTION Concrete Prestress Cone Masonry Struct Steel MAT'L SAMPLING QTY _______Soil _______ ease _______ Subgrade -Cone: Asphalt Concrete _______ MATERIAL DESCRIPTION _______Conc: Mix #/psi _______Conc: Mix #Ipsi Mix #/psi _______Rinf: Reber ________________ INSPECTION CHECKLIST Plans Specifications Sizes Slump Fireproofing Concrete Cylinders Rinf: W.W.F. ______________ _______Air Content -Pile Driving -Cone Flex Beams _______ _______Rift: Tendons Temperature Non-Destructive _______ Reinf. Steel _______ _______Grout: Mix #/psi ____________ _______ Unit Weight Batch Plant _______Tendon (PT Strands) _______ _______Mortar: Type/psi _______Consolidation Soils Technician _______ Mortar Samples _______Units: Block ________________ -Electrode Storage Mechanical _______Grout Samples _______ _______Units: Block _______________ ______Torque Applied Electrical _______Masonry Prisms _______Steel _______Load (Pounds) _______Bolt Pull-Out Masonry Block _______ _______H.S. Bolts _______Thickness Roofing Steel _______ _______Metal Decking Waterproofing H.S. Bolts _______ _______Electrodes _______DSA Fireproofing Fireproofing ______OSHPD Roofing ______ ______Other__________________ Correiveactionrequired Specialty Other ____________ _______ ___________________________ _______ Corrections completed Remarks rrwiJ - £JQ 44J o-q - ? Ad 7 I;j -1k dtJd 1It 'frn c o(piiu e144 C7Z4Li1J &)fk IZel L)&ajj c GI 4i , 4 ,4,q C+.,(. a 4 &4h. &&-sf flL 'fr' ic ri 3 • All 44Q eMW c( f.cfe- pi1ke1 All c1 /frnt( /7S4Le&t f4(J( 9oYo 1t(- t-& Q7f1 7 A0W. 71't 4 1'flqV( ? ~(2I I O3O& C44f 4 "ield # CERTIFICATION OF COMPLIANCE: All of the observed work, unless otherwise stated, specifications and the workmanship provisions of the applicable code. is in conformance with the approved plans and INSPECTOR'S NAME /'< An 1tLi,' (Print Clearly) INSPECTOR'S SIGNATURE__________________________________ CERT. NO. DATE Form4r003 Testing Engineers - San Diego, Inc. Page j_of_ 7895 Convoy CL, Suite 18 San Diego, CA 92111 INSPECTION REPORT Project Name ('t?'' D' - QQ TESD Project # Address / °/ (41i4 /eO General / Subcontractor Building Permit # DSA #___________________________________________ PlanFile # __________________________________OSHPD #_______________________________________ Government Contract # Other INSPECTION Concrete Prestress Conc Masonry Struct Steel MAT'L SAMPLING QTY -soil Base Subgrade - _______ Asphalt Concrete _______ MATERIAL DESCRIPTION Conc: Mix #Ipsi Conc: Mix It/psi _______Conc: Mix It/psi _______ Rinf: Reber INSPECTION CHECKLIST Plans Specifications Sizes Slump Fireproofing Concrete Cylinders - -Rint: W.W.F. _______________ -Air Content Pile Driving Conc Flex Beams _______ _______ Rinf: Tendons Temperature Non-Destructive _______ Reinf. Steel _______ _______Grout: Mix It/psi -Unit Weight ______ Ba hPlant _______Tendon (PT Strands) _______Mortar: Type/psi ______Consolidation Soils Technician _______Mortar Samples _______ _______Units: Block ________________ -Electrode Storage Mechanical _______ Grout Samples _______Units: Block _______Torque Applied Electrical ______ Masonry Prisms _______ _______Steel Load (Pounds) -Bolt Pull-Out Masonry Block _______ _______ H.S. Bolts Thickness Roofing Steel ______ _______Metal Decking Waterproofing H.S. Bolts _______ _______Electrodes _______ DSA Fireproofing Fireproof ing ______OSHPD Rooting Other__________________ ______Conive adion required Specialty Other ____________ _______Corrections completed Remarks çZ "ç/e 7_( 0_`f ,t447 tA.- (I ,74Et7/:./I. ¶j W MJJ Ab4?-2frr r'f/Q/ JJ2/ .v (O( 5'./5 ,14 3' /.- . •3 4r • 7o 2s 1Q. C. Field Representative # 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. INSPECTOR'S NAME " CERT. NO. 12,tleaI1y) INSPECTOR'S SIGNATURE - DATE FormU003 TestingEngineers - SanDiego,Inc. Established 1946 REPORT OF COMPACTION TEST DATA Print Date: May 11, 2000. Project Number: 99-519B Project Name: Cannon Road/Carlsbad Blvd. Sidewalk Improvements Location: 101 Cannon Road & Carlsbad Blvd. Carlsbad, California Plan ID: N/A Permit ID: 3671 Application: N/A Report# 967 Engineer: Larry G. Clark, RCE 26151, Renewal 3/31/02 I i 82oc, - / Test # Test Date Test Location Moisture I Dry Density (pcf) I Relative Compaction Conform I Non-Conform Field I Optimuml Field I Maximum I Obtained I Required 9 3/30/00 8+15 Cannon Rd. 10.0% 10.5% 116.9 126.0 93% 90% Conform 10 3/31/00 8+50 Cannon Rd. 9.7% 10.5% 114.8 126.0 91% 90% Conform 11 3/31/00 Cable trench Cannon Rd. 9.2% 10.5% 115.8 126.0 92% 90% Conform Testing Engineers - San Diego, Inc., 7895 Convoy Court, Suite 18 San Diego, CA. 92111 [858] 715.5800 Fax [858] 715-5810 1 • •• VV o Q Testing Engineers - San Diego, Inc. 7895 Convoy Ct., Suite 18 Page 1 of San Diego, CA 92111 INSPECTION REPORT Project Name (#"iCS4 P9//5% #/VP ~ TESD Project # Address /0/ '4#7Q 4-O General / Subcontractor Building Permit # DSA # V Plan File # OSHPD # V Government Contract # Other INSPECTION Concrete Prestress Conc Masonry Struct Steel MAT',,SAMPLING QTY Soil _______ Base _______ Subgrade V Asphalt Concrete _______ MATERIAL DESCRIPTION _____Conc: Mix #/psi _______Conc: Mix #/psi Conc: Mix #/psi _______ Rinf: Reber INSPECTION CHECKLIST Plans Specifications _______Sizes Slump Fireproofing -Concrete Cylinders _______ Rinf: W.W.F. _______________ _______Air Content Pile Driving Conc Flex Beams _______ _______ Rinf: Tendons _______Temperature Non-Destructive _______Reinf. Steel ______ _______Grout: Mix #Ipsi _______Unit Weight ,atôh Plant _______Tendon (PT Strands) _______ _______Mortar: Type/psi _______Consolidation 711..' Soils Technician -Mortar Samples _______Units: Block _______ Electrode Storage Mechanical Grout Samples _______Units: Block _______Torque Applied Electrical _______Masonry Prisms _______ ______Steel Load (Pounds) -Bolt Pull-Out Masonry Block _______ _______ H.S. Bolts _______Thickness Roofing Steel _______ ______Metal Decking Waterproofing H.S. Bolts _______ _______Electrodes_________________ DSA Fireproofing Fireproofing ______OSHPD Roofing ______Other_________________ Corractive action required Specialty Other ____________ _______ ___________________________ _______ Corrections completed Remarks 671 s/ — 2- s Field Representative # 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. INSPECTOR'S NAME J' '7 (Print Clearly) INSPECTOR'S SIGNATURE 17 __________________________________ CERT. NO. DATE Form#003 Testing Engineers - San Diego, Inc. Established 1:46 FIELD INSPECTION AND TEST REPORTS MAY I 1 2000 Date: May 4, 2000 Job No: 99-519B Job Name: CANNON ROAD/CARLSBAD BLVD. SIDEWALK IMPROVEMENTS Address: 101 Cannon Road & Carlsbad Blvd. Carlsbad, California Plan Number: N/A Permit Number: 3671 Report No: 791 Field Supervisor: GREGORY SMITH, PE Enclosed are field inspection and/or test reports, for the above referenced project, for work performed on 4/12/00. These reports cover the locations of work inspected and/or tested following recognized standards and do not constitute engineering opinion or project control. These reports do not relieve the contractor of his responsibility to build per the plans, specifications and all applicable codes. Should you have any questions regarding these reports, please contact our office at (858) 715- 5800. Reports enclosed (1) Testing Engineers . San Diego, Inc., 7895 Convoy Court, Suite 18 San Diego, CA. 92 11 1 [858] 715.5800 Fax [858] 7 15-58 10 Field Representative # TeSting Engineers - San Diego, Inc. O 7895 Convoy Ct., Suite 18 San Diego, CA 92111. INSPECTION REPORT Page iof._j General / Subcontractor Building Permit# DSA # Plan File # [.i1i:IJ.z Government Contract # INSPECTION . Concrete - Prestress Conc Masonry Struci Steel MAT'L SAMPLING QTY _______ Soil Base Subgrade Asphalt Concrete _______ MATERIAL DESCRIPTION Conc: Mix #/psi Conc: Mix 4*/psi Conc: Mix 4*/psi _______ Rinf: Reber ________________ INSPECTION CHECKLIST /lans Specifications Sizes .."Slump Fireproofing Concrete Cylinders Rinf: W.W.F. I _______Air Content . 'Temperature Pile Driving Conc Flex Beams _______ Non-Destructive _______ Reinf. Steel _______ G out: ix 4*/psi _______ Unit Weight Batch Plant . _______Tendon (PT Strands) _______Mortar: Type/psi _______Consolidation _____________ -Soils Technician _______Mortar Samples 7 Units: Block Electrode Storage Mechanical . "Grout Samples Units: Block _______Torque Applied Electrical _______Masonry Prisms _______ _______Steel Load (Pounds) _______Bolt Pull-Out Masonry Block _______ _______H.S. Bolts _______Thickness Roofing Steel _______ _______Metal Decking Waterproofing . H.S. Bolts _______ _______Electrodes DSA Fireproofing Fireproofing ______OSHPD Roofing Other_________________ ______Corrective action required Specialty Other ____________ _______ ___________________________ -Corrections completed 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. INSPECTOR'S NAME (Print Clearly) INSPECTOR'S SIGNATURE CERT. NO. DATE_~/// Z-44 IF Form##003 9 Testing Engineers-San Diego, Inc. REPORT OF COMPRESSION TEST Sample Group # 6969 Project Name Cannon Road/Carlsbad Blvd. Sidewalk Improvements Project No 1999-519B Project Address 101 Cannon Road & Carlsbad Blvd. Gen. Contractor Sean Malek Engineering & Const. Sub-Contractor N/A Engineer N/A Architect N/A Bldg Permit No 3671 Plan File No n/a Gov't Contract # n/a DSAIOSHPD DSA# n/a Sample Group Data Report of Grout Prisms Measured Specified Placement Date 4/12/00 Slump (in.) 8.00 N/A Supplier/Plant HANSON-24 Kelly Ball (in.) N/A N/A Mix Number 2511001 Air Temp (°F) 69 N/A Mix Description PUMP Mix Temp (°F) 67 N/A Mix Design 2500 psi 17.2 MPa Air Content (%) N/A N/A Specified Strength 2000 psi 13.8 MPa Unit Weight (pcf) N/A N/A Truck No. 379 -- Ticket #: N/A Load # N/A Time Batched Time Sampled Age: N/A Mm. Sample Mark: 99-519B Delivered by CL Date Recd in Lab: 4/14/00 Logged in by: JWB Admixture N/A NIA Gallons of water added at N/A byN/A Specific Location CMU 8" WALL-CANNON RD/PCH UP TO TOW Special Instructions/Remarks Compression Laboratory Data Sample Lab No. Date Discard Dimensions Test Area Max Load Compressive Strength Age Tested 7 40237 4/19/00 0 3.06X2.98in 9.12in2 24,640 lbs 2700 psi 18.6 MPa 28 40238 5/10/00 0 3.04X3.00in 9.121n2 32,720 lbs 3590 psi 24.7 MPa 28 40239 5/10/00 0 3.06X2.94in 8.99in2 32,170 lbs 3580 psi 24.7 MPa 56 40240 6/7/00 LJ in in2 lbs psi MPa MAY22" Comments: 28 day test meets specifications. Sampling and testing conducted in accordance with ASTM Standard designations: C31-91, C39-86, C78-84, C617-87, C42-90 1 / Checked by: Date: Reviewed by: Date:_____ R. Douglas Provins, PE cc: City of Carlsbad Sean Malek City of Carlsbad Testing Engineers-San Diego, Inc. REPORT OF COMPRESSION TEST Sample Group # 1170 Project Name Cannon Road/Carlsbad Blvd. Sidewalk Improvements Project No 1999-519B Project Address 101 Cannon Road & Carlsbad Blvd. Gen. Contractor Sean Malek Engineering & Const. Sub-Contractor N/A Engineer N/A Architect N/A Bldg Permit No 3671 Plan File No n/a Gov't Contract # n/a DSAIOSHPD DSA# n/a Sample Group Data -- Report of Grout Prisms Measured Specified Placement Date 3/31/00 Slump (in.) 9.00 N/A Supplier/Plant HANSON Kelly Ball (in.) N/A N/A Mix Number 2012507 Air Temp (°F) 73 N/A Mix Description 480-0-2000 Mix Temp (°F) 70 N/A Mix Design 2000 psi 13.8 MPa Air Content (%) N/A N/A Specified Strength 2000 psi 13.8 MPa Unit Weight (pcf) N/A N/A Truck No. 357 Ticket #: 192931 Load # N/A Time Batched Time Sampled Age: 135 Mm. Sample Mark: 99519B 3-31-00 Delivered by CL Date Rec'd in Lab: 4/4/00 Logged in by: RC Admixture N/A NIA Gallons of water added at N/A byN/A Specific Location ISTR 5 LIFT OF 12"& 8" CMU SPPLIT FACE RADIUS WALL @ SE CORNER OF INTERSECTION Special Instructions/Remarks BATCHED @ 13:15, BEGIN PLACEMENT AT 15:15. SAMPLED @ 15:20. Compression Laboratory Data Sample Lab No. Date Discard Dimensions Test Area Age Tested 7 39605 4/7/00 0 3.18X3.14in 999 in 14 39606 4/14/00 0 3.24X3.14in 10.17in2 28 39607 4/28/00 0 3.24X3.08in Max Load Compressive Strength 18,100 lbs 1810psi 12.5 MPa 22,320 lbs 2190 psi 15.1 MPa 2570 psi 17.7 MPa 9.98 in 25,680 lbs Comments: 28 day test meets specifications. Sampling and testing conducted in accord, ce' ith ASTM Standard designations: C31-91, C39-86, C78-84, C617-87, C42-90 Checked by: Date: Reviewed by: Pi' Date: . R. Douglas Provins. PE cc: City of Carlsbad Sean Malek City of Carlsbad Testing Engineers - San Diego, Inc. Established 1946 RE WED Date: Job No: Job Name: Address: 4/20i 99-19k3 CANNON ROAD/CARLSBAD BLVD. SIDEWALK IMPROVEMENTS 101 Cannon Road & Carlsbad Blvd. Carlsbad, California Plan Number: N/A Permit Number: 3671 Report No: 662 Field Supervisor: GREGORY SMITH, PE Enclosed are field inspection and/or test reports, for the above referenced project, for work performed on 04/07/00. These reports cover the locations of work inspected and/or tested following recognized standards and do not constitute engineering opinion or project control. These reports do not relieve the contractor of his responsibility to build per the plans, specifications and all applicable codes. Should you have any questions regarding these reports, please contact our office at (858) 715- 5800. Reports enclosed (1) Testing Engineers -San Diego, Inc.. 7895 Convoy Court, Suite 18 San Diego, CA. 92111 (858] 715-5800 Fax [858] 7 15-58 10 O Testing Engineers - San Diego, Inc. Pakj_of_ 7895 Convoy Ct., Suite 18 San Diego, CA 92111 INSPECTION REPORT 1ec9 TESO Project # /'ii Project Name ____________________________________________ Address CQ,,gvta.i /c;' General / Subcontractor Building Permit # OSA #___________________________________________ Plan File # _________________________________OSHPD #_____________________________________ Government Contract # Other INSPECTION MATL SAMPLING OTY MATERIAL DESCRIPTION INSPECTION CHECKLIST Concrete -Soil _______ _______Conc: Mix #/psi Plans Prestress Conc Base _______ _______Conc: Mix #1psi Specifications Masonry Subgrade Conc: Mix It/psi Sizes Struct Steel Asphalt Concrete _______ _______Rint: Reber Slump Fireproofing . -Concrete Cylinders _______ Rinf: W.W.F. _______________ _______Air Content Pile Driving Conc Flex Beams _______ _______Rinf: Tendons Temperature Non-Destructive . Reinf. Steel _______ _______Grout Mix It/psi -Unit Weight Plant _______Tendon (PT Strands) _______ _______Mortar Type/psi _______Consolidation Soils Technician _______ Mortar Samples _______ _______Units: Block _______ Electrode Storage Mechanical _______Grout Samples _______ _______Units: Block _______Torque Applied Electrical -Masonry Prisms _______ _______Steel _______Load (Pounds) Bolt Pull-Out Masonry Block _______ _______H.S. Bolts Thickness Roofing Steel _______ _______Metal Decking Waterproofing H.S. Bolts. _______ _______Electrodes Fireproofing DSA Fireproof ing ______OSHPD . Roofing Othe Carectiveaionrerad ___________________________ Specialty Other ____________ _______ _______Corrections completed Remarks - Ot- 5' i4 (A- e cAL Field Representative # 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. INSPECTOR'S NAME CERT. NO. INSPECTOR'S SIGNATURE DATE I Form#003 Testing £ iflers San Diego, Inc. Established l RECEIVED FIELD INSPECTION AND TEST REI@1S 2000 ENGINEERING DEPARTMENT Date: 4/19/00 Job No: 99-519B Job Name: CANNON ROAD/CARLSBAD BLVD. SIDEWALK IMPROVEMENTS Address: 101 Cannon Road & Carlsbad Blvd. Carlsbad, California Plan Number: N/A Report No: 577 Permit Number: 3671 \\ \\ gl? Field Supervisor: GREGORY SMITH, PE Enclosed are field inspection and/or test reports, for the above referenced project, for work performed on 03/31/00. These reports cover the locations of work inspected and/or tested following recognized standards and do not constitute engineering opinion or project control. These reports do not relieve the contractor of his responsibility to build per the plans, specifications and all applicable codes. Should you have any questions regarding these reports, please contact our office at (858) 715- 5800. Reports enclosed (1) Testing Engineers -San Diego, Inc.. 7895 Convoy Court, Suite 18 San Diego, CA. 92111 (858) 715-5800 Fax [858] 7 15-58 10 Testing Engineers - San Diego, Inc. 7895 Convoy Ct., Suite 18 San Diego, CA 92111 INSPECTION REPORT Page lof Project Name (12i _____TESD Project # 7d%? Address i'/ Caj6.10 General / Subcontractor Building Permit # DSA # Plan File # OSHPD # Government Contract # Other INSPECTION Concrete Prestress Conc Masonry Struct Steel MAT'L SAMPLING QTY Soil Base Subgrade Asphalt Concrete _______ MATERIAL DESCRIPTION _______Conc: Mix U/psi _______Conc: Mix U/psi _______Conc: Mix U/psi _______Rinf: Reber INSPECTION CHECKLIST Plans Specifications Sizes _______Stump Fireproofing Concrete Cylinders _______ Rinf: W.W.F. -Air Content -Pile Driving Conc Flex Beams _______ _______Rinf: Tendons Temperature Non-Destructive _______ Reinf. Steel _______ _______Grout: Mix U/psi -Unit Weight Aatch Plant Tendon (PT Strands) _______Mortar: Type/psi _______Consolidation Soils Technician _______ Mortar Samples _______ _______Units: Block -Electrode Storage Mechanical Grout Samples _______Units: Block _______Torque Applied Elet,ical _______Masonry Prisms _______ _______Steel Load (Pounds) -Bolt Pull-Out Masonry Block _______ _______ H.S. Bolts _______Thickness Roofing Steel _______ _______Metal Decking Waterproofing H.S. Bolts _______ _______Electrodes Fireproofing DSA Fireproofing OSHPD Roofing ______Other__________________ corrective action requtred Specialty Other ____________ _______ ___________________________ _______ Corrections completed Remarks 7L0 Jez p bhc/ lvx e'b/e' frcicf. Yly b ei- 7X9 L (LiF7'-1p £ ) Field Representative # 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. INSPECTOR'S NAME ( i/"i LI (Pnnt$lUarly) INSPECTOR'S SIGNATURE () 4i!p;?15ai. CERT. NO. DATE Form5003 Testing Engineers-Siç,nc. REPORT OF COMPRESS(QNTE11 9 Sample Group # 6502 Project Name Cannon Road/Carlsbad Blvd. Sidewalk Improvements Project No 1999-519B NGJNEEING Project Address 101 Cannon Road & Carlsbad Blvd. I FPkPTMErJT Gen. Contractor Sean Malek Engineering & Const. Sub-Contractor N/A Engineer N/A Architect N/A Bldg Permit No 3671 Plan File No n/a Gov't Contract # n/a DSAIOSHPD DSA# n/a Sample Group Data Report of Concrete Cylinders Measured Specified Placement Date 3/21/00 Slump (in.) 4.25 N/A Supplier/Plant HANSON CAMINO SANTA FE Kelly Ball (in.) N/A N/A Mix Number 3233502 Air Temp (°F) 59 N/A Mix Description 6.12 5K PUMP MIX Mix Temp (°F) 74 N/A Mix Design 3250 psi 22.4 MPa Air Content (%) N/A N/A Specified Strength 3250 psi 22.4 MPa Unit Weight (pcf) N/A NIA Truck No. 210 Ticket #: 186766 Load # 1 Time Batched 6:40 AM Time Sampled 7:40 AM Age: 60 Min. Sample Mark: SET I Delivered by N/A Date Recd in Lab: Logged in by: N/A Admixture N/A NIA Gallons of water added at N/A byN/A Specific Location RETAINING WALL FOOTING AT STATOIN 0+60 Special Instructions/Remarks Compression Laboratory Data Sample Lab No. Date Discard Dimensions Test Area Max Load Compressive Strength Age Tested 7 38940 3/28/00 0 6x121n 28.271n2 92,000 lbs 3250 psi 22.4 MPa 28 38941 4/18/00 0 6x12in 28.27in2 120,000 lbs 4240 psi 29.2 MPa 28 38942 4/18/00 0 6x12in 28.271n2 121,000 lbs 4280 psi 29.5 MPa 56 38943 5/16/00 6x12in 28.271n2 lbs Opsi 0.0 MPa Comments: 28 day test Sampling and teátii conducted in accordance with ASTM Standard designations: C31-91, C39-86, C78-84, C617-87, C42-90 Checked by 'I - Date: Reviewed by.*_ Date to R Douglas Provins PE cc: City rae.nMaIek City of Carlsbad Testing Engineers-San Diego, Inc. REPORT OF COMPRESSION TEST Sample Group # 868 Project Name Cannon Road/Carlsbad Blvd. Sidewalk Improvements Project No 1999-519B Project Address 101 Cannon Road & Carlsbad Blvd. Gen. Contractor Sean Malek Engineering & Const. Sub-Contractor N/A Engineer N/A Architect N/A Bida Permit No 3671 Plan File No n/a Gov't Contract # n/a DSAIOSHPD DSA# n/a Sample Group Data Report of Concrete Cylinders Measured Specified Placement Date 3/15/00 Slump (in.) N/A N/A Supplier/Plant HANSON Kelly Ball (in.) N/A N/A Mix Number 4033504 Air Temp (°F) 70 N/A Mix Description 6.7 SK Mix Temp (°F) 73 N/A Mix Design 4000 psi 27.6 MPa Air Content (%) N/A N/A Specified Strength 4000 psi 27.6 MPa Unit Weight (pcf) N/A N/A Truck No. 428 Ticket #: 183961 Load # N/A Time Batched Time Sampled Age: 30 Mm. Sample Mark: SET I Delivered by N/A Date Rec'd In Lab: Logged in by: N/A Admixture N/A N/A Gallons of water added at N/A byN/A Specific Location SLAB @ 14 & E.5 ON S02 Special Instructions/Remarks Compression Laboratory Data Sample Lab No. Date Discard Dimensions Test Area Max Load Compressive Strength Age Tested 7 38572 3/22/00 0 6x12 in 28.27 in2 88,000 lbs 3110 psi 21.4 MPa 28 38573 4/12/00 0 6x121n 28.27 in2 118,000 lbs 4170 psi 28.7 MPa 28 38574 4/12/00 0 6x12 in 28.27 in2 118,500 lbs 4190 psi 28.9 MPa 56 38575 5/10/00 II 6x121n 28.27 in2 lbs 0 psi 0.0 MPa Comments: 28 day test meets specifications. Sampling and testing conducted in accordance with ASTM Standard designations: C31-91, C39-86, C78-84, C617-87, C42-90 Checked by: Date: Reviewed by: DP Date:_____ - R.Douglas_Provins.PE cc: City of Carlsbad Sean Malek City of Carlsbad Testing Engineers -San Diego, Inc. Established 1946 PHYSICAL PROPERTIES OF SOIL & AGGREGATE Date: 4/12/00 Job No: 99-519B Job Name: CANNON ROAD/CARLSBAD BLVD. SIDEWALK IMPROVEMENTS Address: 101 Cannon Road & Carlsbad Blvd. Carlsbad, CA Plan Number: N/A Permit: 3671 Report No: 824 ENGINEER: R. DOUGLAS PROVINS RCE 56018, EXPIRES 12/31/00 Lab No: 54187 Project: Cannon Rd/Carlsbad Blvd. Sidewalk Improvements Location: N/A Sampled: Date: 3/30/00 By: TESD Type of Material: Native Sand Submitted: Date: 3/30/00 By: TESD Source of Material: Site Stockpile Location Sampled: Cannon Rd., STA 7+80 TEST STANDARDS ARE ASTM (unless otherwise noted) TEST RESULT SPECIFICATION TEST STD Sand Equivalent Value 31 D2419 ir- flTT' / APR, 1g2 --- Testing Engineers - San Diego, Inc., 7895 Convoy Court, Suite 18 San Diego, CA. 92111 (858] 715-5800 Fax (858) 715-5810 TestingEngineers -SanDiegoInc. Established 1946 APR 282 RECEIVED V FIELD INSPECTION AND TEST REPORTS APR 2 7 2000 ENGINEERING Date: 3/31/00 DEPARTMENT Job No: 99-519B Job Name: CANNON ROAD/CARLSBAD BLVD. SIDEWALK IMPROVEMENTS Address: 101 Cannon Road & Carlsbad Blvd. Carlsbad, California Plan Number: N/A Permit Number: 3671 Report No: 426 Field Supervisor: GREGORY SMITH, PE Enclosed are field inspection and/or test reports, for the above referenced project, for work performed on 3/10/00-3/21/00. These reports cover the locations of work inspected and/or tested following recognized standards and do not constitute engineering opinion or project control. These reports do not relieve the contractor of his responsibility to build per the plans, specifications and all applicable codes. Should you have any questions regarding these reports, please contact our office at (858) 715- 5800. Reports enclosed (3) Testing Engineers -San Diego, Inc., 7895 Convoy Court, Suite 18 San Diego, CA. 92111 (858) 715-5800 Fax [858] 715-5810 Page lot O 7895 Convoy Ct., Suite 18 Testing Engineers -San Diego, Inc. San Diego, CA 92111 INSPECTION REPORT m 2/--i~--, Project Name 52 9 6 'It' TESD Project # ________________ Address 10 / 'M'- èd General / Subcontractor _5 e'n Al -5 L . Ac Q- I-t'i Building Permit # 3 e I / DSA #________________________________________ Plan File # OSHPD # Government Contract # Other INSPECTION MAT'L SAMPLING QTY MATERIAL DESCRIPTION INSPECTION CHECKLIST )( Concrete : ______ Soil .2335S9nc: Mix #Ipsi _ ___Plans -00JL~ 044 .4' _______Prestress Cone Base ______ _______Conc: Mix #/psi ____________ Masonry Subgrade —Cone: Mix #/psi Sizes Struct Steel Asphalt Concrete _______ _______Rint: Reber Slump _9 Fireproofing Concrete Cylinders 1/ Rint: W.W.F. _______________ _______Air _______Pile Driving Cone Flex Beams _______ _______Rint: Tendons _____________ _______Temperature _V -Destructive _______Non ______ Saint. Steel ______ _______Grout: Mix #/psi ____________ _______Unit Weight _______Batch Plant _______Tendon (PT Strands) _______Mortar: Type/psi C consolidation 4.9.'e _______Soils Technician _______Mortar Samples _______Units: Block _______Electrode Storage Mechanical _______Grout Samples ______ _______Units: Block _______Torque Applied Electrical _______Masonry Prisms ______ _______Steel _______Load (Pounds) Bolt Pull-Out Masonry Block ______ _______H.S. Bolts _______Thickness Roofing Steel ______ _______Metal Decking Waterproofing H.S. Bolts _______ _______Electrodes DSA Fireproof ing Fireproofing _____OSHPD Roofing _____ _____Othe ConectiveactlonniqLdred Specialty Other ____________ _______ ___________________________ _______ Corrections completed 0M ~,, MT-7777, ~ffl=- i.-il Field Representative # CERTIFICATION OF COMPLIANCE: All of the observed work, unless otherwise stated, is in conformance with the approved plans and specifications and the provisions of the applicable code. INSPECTOR'S NAME CERT. NO. INSPECTOR'S DATE If _Fom#003 k O Testing Engineers - San Diego, Inc. Page iof.L 7895 Convoy Ct, Suite 18 San Diego, CA 92111 INSPECTION REPORT Project Name .~1LVeJ_i4.Z1 - - TESD Project # 1'19 0 Address Io UAI-/ PL1. jrr Ui / General I Subcontractor Building Permit #_ 2.?97~ DSA # - Plan File # & roit1L_- OSHPD # Government Contract # Other INSPECTION Concrete AdAfi,Soil Prestress Conc Masonry Struct Steel MAT'L SAMPLING QTY _______ _______ Base Subgrade Asphalt Concrete _______ MATERIAL DESCRIPTION / Conc: Mix #ipsi 'Conc: Mix ft/psi 44 Conc: Mix ft/psi / L Rinf: Reber CZ9,60 INSPECTION CHECKLIST Plans p48 1E44 10Z Specifications AfflAvohi Sizes Slump 7 Fireproofing Concrete Cylinders Lj / Rint: W.W.F. Air Content Pile Driving Conc Flex Beams _______ _______ Rini: Tendons Temperature 73 Non-Destructive Reinf. Steel _______ _______Grout: Mix #/psi Unit Weight C/il? _______Consolidation I2AA _______Batch Plant _______Tendon (PT Strands) _______ _______Mortar: Type/psi Soils Technician -Mortar Samples -Units: Block Electrode Storage Mechanical _______ Grout Samples _______ _______Units: Block _______ _______Torque Applied _______ Electrical Masonry Prisms Steel Load (Pounds) _______Bolt Pull-Out / C,' Masonry Block _______ 2 -H.S. Bolts _______Thickness Roofing _______ _______ _______Steel _______ _______H.S. Bolts _______Metal Decking rYk _______Electrodes _______ Waterproofung , , OSA ______Fireproofing ______ ______ Fireproof ing ______ Fireproofing ______OSHPD Roofinj ______Other ______Correctiveaction required AJr) Specialty ________ Othe(____________ ________ _____________________________ ________ Corrections completed Remarks VJ 0 / Field Representative # 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. INSPECTOR'S NAME t2, h/Li-s woef2 INSPECTOR'S SIGNATUR çpAJ 49JO CERT. NO. jçoa ---'r DATE -3--Ic-cL' Formll003 Testing Engineers - San Diego, Inc. j 7895 Convoy Ct., Suite 18 Pagej_of_ San Diego, CA 92111 INSPECTION REPORT Project Name CNAD404 Rb. C ry c C.i4le L. TESD Project # H -5190 Address CvJir?_ OF frr i'ib General I Subcontractor EriJ S&i Building Permit # (r?) DSA # Plan File # OSHPD # Government Contract # Other INSPECTION Concrete Prestress Conc Masonry Struct Steel MT)L SAMPLING QTY 'c Soil _______ _______ Base Subgrade Asphalt Concrete _______ MATERIAL DESCRIPTION _______Conc: Mix Sf/psi _______Conc: Mix #Ipsi Conc: Mix Sf/psi -Rini: Reber INSPECTION CHECKLIST Plans Specifications Sizes Slump Fireproofing Concrete Cylinders -Rini: W.W.F. _______________ -Air Content -Pile Driving Conc Flex Beams _______Rint: Tendons Temperature Non-Destructive _______Reinf. Steel _______ _______Grout: Mix Sf/psi -Unit Weight Batch Plant _______Tendon (PT Strands) _______Mortar: Type/psi ______Consolidation Soils Technician . _______ Mortar Samples _______Units: Block _______ Electrode Storage Mechanical _______Grout Samples _______Units: Block ______Torque Applied Electrical _______Masonry Prisms _______ _______Steel Load (Pounds) _______Bolt Pull-Out Masonry Block _______ _______H.S. Bolts ______Thickness Roofing Steel _______ _______Metal Decking Waterproofing H.S. Bolts _______ _______Electrodes -Fireproofing DSA Fireproofing OSHPD Roofing ______Other Co.eadionreqired Specialty Other ___________ _______ __________________________ _______Corrections completed Th Remarks i4t, _Ar 93&_/lr1'rr,q _coui a,i 3 _çMpE. Th )# FV?tnc 5r- 1rO ,k4 th4 5Th. (-t-L Ornv VA-L) 1J M2- )4 - 1D3O, Field Representative #_L 'rt41e_. 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. INSPECTOR'S NAME .14,J i14s/,4we11 (Print'Clearly) INSPECTOR'S SIGNATURE S.4_ IL/IL)77 CERT. NO. DATE 20 1tt/!2e1,L 2001 Form#003 Testing Engineers - San Diego, Inc. Established 1946 REPORT OF COMPACTION TEST DATA Print Date: March 24, 2000 Project Number: 99-519B Project Name: Cannon Road/Carlsbad Blvd. Sidewalk Improvements Location: 101 Cannon Road & Carlsbad Blvd. Carlsbad, California Plan ID: N/A Permit ID: 3671 Application: N/A Report# 849 Engineer: Larry G. Clark, RCE 26151, Renewal 3/31/02 :/(.....- Test # Test Test Location Moisture Dry Density (pcf) Relative Compaction lConform Date I Non-Conform Field I Optimum Field I Maximum Obtained I Required 7A 3/20/00 R.W. Footing Sta2+25 E. 9.5% 9.0% 108.7 121.0 90% 90% Cbnform of Carlsbad Blvd x 45'S. of centerline Cannon Rd. 8 3/20/00 R.W. ootin Sta 1+00, 8.8% 9.0% 111.5 121.0 92% 90% Conform Carlsbad Blvd. Property line @ -2' F.S.G. Testing Engineers - San Diego, Inc., 7895 Convoy Court, Suite 18 San Diego, CA. 921 1I [858] 715-5800 Fax [858] 715.5810 REPORT OF IMU) NUCLEAR DENSITY TESTS IX SOIL (ASTM D2922 and D3017) 0 AC (ASTM D2950) TEST RESULTS RESULTS RESULTS RESULTS RESULTS RESULTS RESULTS 'OV4. -•, .fr Standard Count Moisture' .. ......... Probe Depth Moist. Content, % c __________ __________ __________ __________ ___________ Wet Density WET DENSITY Dry Density (MOIST. + 100) X 100 , o'.7 • .: Ui .:.c __________ __________ __________ __________ Maximum Density. ___________ Optimum Moisture % . % of Maximum Density % Density Required q c1 D Complies Does No Comply Test Numbers 4 6 Date Tested MD Curve No. TEST . Ll Icr . . LOCATIONS A cm IS L .ra1 t 4-°t L240 &O //?vt1f 2 COMMENTS 3,/,•-g 7:33.3 CfvJI WORK REQUESTED BY - - J PROJECT NUMBER cf9_ cH 6 E THIS REPORT DOES NOT RELIEVE THE CONTRACTOR OF HIS RESPONSIBILITY TO BUILD PER THE PLANS, SPECIFICATIONS AND ALL APPLICABLE CODES WHiTF - r)ffif-a ('.AMARV - PaIrl T,'hniriBn PlM( - ('.nnt,tn, Testing Engineers - San Diego, Inc. Page 1 of 7895 Convoy Ct., Suite 18 ( San Diego, CA 92111 INSPECTION REPORT Project Name CA vr, w..i /Z49 C4Ii4,.0 t..'/) TESD Project # Address i &I;dF) /W ç C.1449 aL.6a General I Subcontractor Building Permit #• DSA #___________________________________________ Plan File # OSHPD #_____________________________________ Government Contract # Other INSPECTION Concrete Prestress Conc Masonry Struct Steel MAT'L SAMPLING QTY Soil _______ _______ Base _______ Subgrade Asphalt Concrete _______ MATERIAL DESCRIPTION -Conc: Mix U/psi _______Conc: Mix U/psi _______Conc: Mix U/psi _______Rinf: Rebar INSPECTION CHECKLIST Plans Specifications _______Sizes Slump Fireproofing Concrete Cylinders _______ Rift: W.W.F. -Air Content ________Pile Driving Conc Flex Beams _______ Rini: Tendons _______Temperature Non-Destructive Reinf. Steel _______Grout: Mix U/psi -Unit Weight Batch Plant Tendon (PT Strands) _______Mortar: Type/psi _______Consolidation - Soils Technician Mortar Samples -Units: Block -Electrode Storage Mechanical -Grout Samples -Units: Block -Torque Applied Electrical Masonry Prisms _______Steel Load (Pounds) _______ Bolt Pull-Out Masonry Block _______ _______ H.S. Bolts _______ Thickness Roofing Steel _______ _______Metal Decking _______ Waterproofing H.S. Bolts _______ _______Electrodes _________________ _______ _______ DSA _______ Fireproofing Fireproofing OSHPD Roofing ______Other ______Cove action recred Specialty Other ____________ _______ -Corrections Completed Remarks O-t rz. $ Oj~9 rj csr,- fc i I /t Rc.7ThMhJC— L/4LL_ cj 3.- IC A -To RiF Ths -s -wa' Ae'f-'r v.r rWQ- W, m (I c, gs-a"iAr-,r dAd Field Representative Representative # 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. ., INSPECTOR'S NAME )-Q.ID (Pnn Clearly) INSPECTOR'S SIGNATURE iiL_O CERT. NO. DATE_ 00 Form#003 TESTING ENGINEERS - SAN DIEGO, INC. REPORT OF COMPACTION TEST DATA Print Date: March 23, 2000 Project Number: 99-519B Project Name: Cannon Road/Carlsbad Blvd. Sidewalk Improvements Location: 101 Cannon Road & Carlsbad Blvd. Carlsbad, California Plan ID: N/A Permit ID: 3671 Application: N/A Report# Engineer: Larry G. Clark, RCE 26151, Renewal 3/31/02 Test # Test Test Location I Moisture Dry Density (pcf) Relative Compaction lConform Date Field I Optimum Field I Maximum Obtained I Required I Non-Conform 1 3/15/00 Sta 3+20, 43' right of 7.1% 9.0% 109.5 121.0 90% 90% Conform centerline, 2' below FSG 2 3/15/00 Sta 4+10, 48' right of 6.9% 9.0% 114.4 121.0 95% 90% Conform centerline, 2-1/2' below FSG 3 3/15/00 Sta 4+75, 53' right of 7.7% 9.0% 114.6 121.0 95% 90% Conform centerline, 2' below FSG 4 3/15/00 Sta 5+50,43' right of 7.3% 9.0% 112.5 121.0 93% 90% Conform centerline, 2' below FSG - 5 3/15/00 Sta 6+50, 43' right of 8.9% 10.5% 120.7 126.0 96% 90% Conform centerline, 2' below FSG 6 3/15/00 Sta 7+20, 43' right of 7.7% 10.5% 115.0 126.0 91% 90% Conform centerline, 2-1/2' below FSG 7 3/16/00 Sta 2+20 @ property line, 15.0% 9.0% 101.5 121.0 84% 90% Nonconform southeast corner of Carlsbad Blvd. Elev -2'6" 7895 Convoy Court Telephone: (858) 715-5800 San Diego, CA 92111 Page 1 of 1 Fax: (858)715-5810 c Testing Engineers REPORT OF COMPACTION TEST DATA Print Date: March 23, 2000 Project Number 99-519B Project Name: Cannon Road/Carlsbad Blvd. Sidewalk Improvements Location: 101 Cannon Road & Carlsbad Blvd. Carlsbad, California q Plan ID: N/A Permit ID: 3671 = Application N/A Report# 775 Engineer: Larry G. Clark, RCE 26151, Renewal 3I31/7 Test # Test Date Test Location I I Moisture r Dry Density (pcf) I Relative Compaction Conform 11 I Non-Conform 11 I Field I Optimum I Field I Maximum I Obtained I Required 1 3/15/00 Sta 3+20, 43' right of 7.1% 9.0% 109.5 centerline, 2' below AA FSG 2 3/15/00 Sta 4+10, 48' right of 6.9% 9.0% 114.4 centerline, 2-1/2' below FSG 3 3/15/00 Sta 4+75, 53' right of 7.7% 9.0% 114.6 centerline, 2' below FSG 4 3/15/00 Sta 5+50, 43' right of 7.3% 9.0% 112.5 centerline, 2' below FSG 5 3/15/00 Sta 6+50, 43' right of 8.9% 10.5% 120.7 centerline, 2' below FSG 6 3/15/00 Sta 7+20, 43' right of 7.7% 10.5% 115.0 centerline, 2-1/2' below FSG 7 3/16/00 Sta 2+20 @ property 15.0% 9.0% 101.5 line, southeast corner of Carlsbad Blvd. Elev -2'6" 121.0 90% 90% Conform 121.0 95% 90% Conform 121.0 95% 90% Conform 121.0 93% 90% Conform 126.0 96% 90% Conform 126.0 91% 90% Conform Lov 121.0 84% 90% Nonconform Testing Engineers -San Diego, Inc.. 7895 Convoy Court, Suite 18 San Diego, CA. 92111 [858] 715-5800 Fax [858] 715-5810 0 SOIL (ASTM D2922 and D3017) 0 AC (ASTM D2950) '17 7 REPORT OF NUCLEAR DENSITY TESTS TEST RESULTS RESULTS RESULTS RESULTS RESULTS RESULTS RESULTS Standard Count - Density Standard Count - Moisture Probe Depth 8" - Moist. Content, % I 9 ________ • ________ ________ _________ Wet Density II1%3 IU.3 )234 io t)4 Ii3.9 ______ WET DENSITY Dry Density (MOIST. + 100) X 100 ) 09. i 4 i t - ..m I i> 0 Maximum Density Optimum Moisture % 9.0 >o 10. % of Maximum Density 9) % Density Required Complies Does Not Comply Test Numbers 7 3 . 4 __________ Date Tested MD Curve No. LOTEST NO. CATIONS f, A 1L •t J ROLD I ;, or 'I r5 COMMENTS GUAGE MODEL I GUAGE SIN CILiL I 4J' NUMBER 13 E THIS REPORT DOES NOT RELIEVE THE CONTRACTOR OF HIS RESPONSIBILITY TO BUILD PER THE PLANS, SPECIFICATIONS AND ALL APPLICABLE CODES WHITE - Office CANARY - Field Technician PINK - Contractor O Testing Engineers - San Diego, Inc. 7895 Convoy Ct., Suite 18 Page lof( San Diego, CA 92111 INSPECTION REPORT Project Name (AWON 12!1) TESD Project # 97 -508 Address (irôJ RTD, 649LSiRj &-f) CtsAb 04 General/ Subcontractor 4i1 ItiIM.r, Building Permit #_3/ ?i DSA # Plan File # OSHPD Government Contract # Other INSPECTION _______ Concrete _______ Prestress Conc Masonry _______ Struct Steel MAT'L SAMPLING QTY -Soil _______ _______ Base _______ Subgrade Asphalt Concrete _______ MATERIAL DESCRIPTION _______Conc: Mix #1psi _______Conc: Mix It/psi Conc: Mix It/psi _______Rinf: Reber INSPECTION CHECKLIST Plans Specifications _______Sizes Slump Fireproofing Concrete Cylinders _______ Rinf: W.W.F. ________________ -Air Content -Pile Driving Conc Flex Beams _______ _______ Rinf: Tendons Temperature _______ Non-Destructive _______ Reinf. Steel _______ _______Grout: Mix It/psi -Unit Weight Batch Plant _______ _______ Tendon (PT Strands) _______Mortar: Type/psi _______Consolidation _______ Soils Technician _______ Mortar Samples _______ -Units: Block -Electrode Storage Mechanical _______ Grout Samples -Units: Block _______Torque Applied Electrical _______Masonry Prisms _______ _______Steel Load (Pounds) Bolt Pull-Out Masonry Block _______ _______H.S. Bolts _______Thickness Roofing Steel _______ _______Metal Decking Waterproofing H.S. Bolts _______ Electrodes _______ -Fireproofing DSA Fireproofing ______ OSHPD Roofing ______Other__________________ ______Corrective actionrequired Specialty Other ____________ _______ ___________________________ _______ Corrections completed Remarks PpaTioe, 03—,roms C)/2, i(JMJ(r L&)ALL. '.4)$ COM4yf 'i4),2. TO -1y Al2t Thc,it 5i& le-5-rs Jii fjIT V517 7OT4'i Diir OF 7'ML. 4- OPirJ Ta&r rM'r II AIWINVA 1?EL47i& COI4P/4Cr1& W45 7b 6AE/. UPON OtZN?tI&1 50, wlr)4 ODM,4a/ e T/Ifrr RJst,u- 7) &EN ag s iThr 07 is 9o7, MtJiiM e Pkr.duJ b .41,1_0 TSTiw.- MET- tI Field Representative # 4-6i?4 ftootxe OP 54 M4LEtti / 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. INSPECTOR'S NAME (Print clearly) INSPECTOR'S SIGNATURE £ii, ilj ik CERT. NO. DATEbN4CM 2OE30 Form#003 REPORT OF L NUCLEAR DENSITY TESTS i)'iMU) ''' AcC'- (ASTM D2922 and D3017) 0 AC (ASTM D2950) TEST RESULTS RESULTS RESULTS RESULTS RESULTS RESULTS RESULTS 2'9qq Standard Count - Density —Sl Standard Count Moisture / Probe Depth Moist. Content, %Af Wet Density . 7 . ... . . WET DENSITY Dry Density (MOIST. + I 00 X i oo Maximum Density Optimum Moisture % % of Maximum Density % Density Required 7o%te— — Complies Does Not Comply Test Numbers 3 Date Tested MD Curve No. TEST 1.- .•_'," LOCATIONS . 0 •.••,o, , g. r e0e o, C^41 L- i 57 )-t-ze T437 L c o F —2 '1 COMMENTS GUAGE MODEL I GUAGE SIN / 71 / J .1 , / i I WORK REO6&E0 BY -Ile I PROJECT NUMBER -$7 TECHNICIAN ~r 'NOTIFIED (SIGNATURE) V I DATE AT PROJECT SITE BY PHONE IS REPORT DOES NOT RELIEVE THE CONTRACTOR OF HIS RESPONSIBILITY TO BUILD PER THE PLANS, SPECIFICATIONS AND ALL APPLICABLE CODES WHITE - Office CANARY - Field Technician PINK - Contractor -'p ri Testing Engineers - San Diego, Inc. Established 1946 R VALUE DATA Date: 3/16/00 Job No: 99-519B Job Name: CANNON ROAD/CARLSBAD BLVD. SIDEWALK IMPROVEMENTS Address: 101 Cannon Road & Carlsbad Blvd. Carlsbad, California Plan Number: N/A Permit: 3671 Application: N/A Report No: 734 ENGINEER: R. DOUGLAS PROVINS RCE 56018, EXPIRES 12/31/00 PROJECT: CANNON RD/CARLSBAD BLVD SIDEWALK IMPROVEMENTS LOCATION: STA 1+50 DESCRIPTION: BROWN MEDIUM SILTY SAND SAMPLED BY: CLIENT LAB NO.: 54069 DATE REC'D: 3/10/00 SPECIMEN A B C D Compactor Pressure PSI 350 350 350 Moisture (1i Compaction % 11.6 12.5 12.8 Density Pounds/Cubic Feet 118.7 119.2 119.3 R Value Stabilometer 18 23 26 Exudation Pressure PSI 760 330 210 Stabilometer Thickness Feet .27 .32 .37 Expansion Pressr. Thickness Feet .03 .00 .00 T. I. (Assumed) R-Value By Stabilometer 77 @ 300 psi Exudation R-Value At Equilibrium 77 Testing Engineers -San Diego, Inc.. 7895 Convoy Court, Suite IS San Diego, CA. 92111 [858] 715-5800 Fax [858] 715-5810 i --j Testing Engineers -San Diego, Inc. Established 1946 R VALUE DATA Date: 3/16/00 Job No: 99-519B Job Name: CANNON ROAD/CARLSBAD BLVD. SIDEWALK IMPROVEMENTS Address: 101 Cannon Road & Carlsbad Blvd. Carlsbad, California Plan Number: N/A Permit: 3671 Application: N/A Report No: 735 ENGINEER: R. DOUGLAS PROVINS RCE 56018, EXPIRES 12/31/00 PROJECT: CANNON RD/CARLSBAD BLVD SIDEWALK IMPROVEMENTS LOCATION: STA 3+75 DESCRIPTION: BROWN MEDIUM-FINE SILTY SAND SAMPLED BY: CLIENT LAB NO.: 54070 DATE RECD: 3/10/00 SPECIMEN A B C D Compactor Pressure PSI 350 350 350 Moisture ® Compaction % 11.1 11.9 11.5 Density Pounds/Cubic Feet 119.5 119.9 120.0 R Value Stabilometer 18 22 20 Exudation Pressure PSI 620 210 330 Stabilometer Thickness Feet .26 .32 .29 Expansion Pressr. Thickness Feet .07 .00 .00 T. I. (Assumed) 45" %5 R-Value By Stabilometer 80 @ 300 psi Exudation R.-Value At Equilibrium 80 Testing Engineers -San Diego, Inc., 7895 Convoy Court, Suite 18 San Diego, CA. 92111 [858] 715-5800 Fax [858] 715.5810 , Testing Engineers - San Diego, Inc. Established 1946 R VALUE DATA Date: 3/16/00 Job No: 99-519B Job Name: CANNON ROAD/CARLSBAD BLVD. SIDEWALK IMPROVEMENTS Address: 101 Cannon Road & Carlsbad Blvd. Carlsbad, California Plan Number: N/A Permit: 3671 Application: N/A Report No: 736 ENGINEER: R. DOUGLAS PROV1NS RCE 56018, EXPIRES 12/31/00 PROJECT: CANNON RD/CARLSBAD BLVD SIDEWALK IMPROVEMENTS LOCATION: STA 6+21 DESCRIPTION: BROWN MEDIUM-FINE SILTY SAND SAMPLED BY: CLIENT LAB NO.: 54071 DATE REC'D: 3/10/00 SPECIMEN A I B C D Compactor Pressure PSI 350 350 350 Moisture ® Compaction % 12.1 11.7 11.4 Density Pounds/Cubic Feet 122.0 123.2 122.8 R Value Stabilorneter 25 24 20 Exudation Pressure PSI 250 300 510 Stabilometer Thickness Feet .36 .35 .27 Expansion Pressr. Thickness Feet .00 .00 .03 1.!. (Assumed) AT S1.5 R-Value By Stabilorneter 76 @ 300 psi Exudation R-Value At Equilibrium 76 Testing Engineers - San Diego, Inc.. 7895 Convoy Court, Suite 18 San Diego, CA. 921 11 [858] 715.5800 Fax [858] 7 15-58 10 Testing Engineers -San Diego, Inc. Established-1946'. 23 LABORATORY TEST REPORTS Date: 3/16/00 Job No: 99-519B Job Name: Cannon Road/Carlsbad Blvd. Sidewalk Improvements Address: 101 Cannon Road & Carlsbad Blvd. Carlsbad, California TESD Lab # 54069 & 54071 Report No: 730 Enclosed are laboratory test reports for the above referenced project. Samples were submitted to TESD on 3/10/00. These reports summarize the results of tests performed. Tests were performed in general accordance with the referenced standards and do not constitute engineering opinion or project control. These reports do not relieve the contractor of his responsibility to build per the plans, specifications and all applicable codes. We appreciate the opportunity to be of service. Should you have any questions regarding these results, please contact our office at (619) 715-5800. Respectfully submitted, TESTING ENGINEERS-SAN DIEGO, INC. 'i2i71 2 'r). f R. Douglas Provins, RCE 56018 Senior Engineer, Manager of Laboratory Services Reports enclosed (2) Testing Engineers . San Diego, Inc.. 7895 Convoy Court, Suite 18 San Diego, CA. 92111 [858] 715-5800 Fax [858] 715-5810 135 d 130 OTURATION CURVES EC. GRAy. EQUAL TO: 8 7 6 125 115 110 105 100 Water content, % _____TESTING ENGINEERS Plate COMPACTION TEST REPORT Curve No.: I Project No.: 99-519B Project: CANNON ROAD/CARLSBAD BLVD SIDEWALK IMPROVEMENTS Location: STA. 1+50 Elev./Depth: 1.5' -2' Remarks: TESD LAB NO. 54069 Date: 3/10/00 Description: BROWN SILTY SAND Classifications - USCS: Nat. Moist. = Liquid Limit = %>No.4= % MATERIAL DESCRIPTION AASHTO: Sp.G. = Plasticity Index = % < No.200 = TEST RESULTS Maximum dry density = 121 pcf Optimum moisture = 8.5 % 135 130 TURATION CURVES EC. GRAy. EQUAL TO: 8 7 6 125 115 110 105 100 Water content, % TESTING ENGINEERS Plate COMPACTION TEST REPORT Curve No.: 2 Project No.: 99-519B Project: CANNON ROAD/CARLSBAD BLVD SIDEWALK IMPROVEMENTS Location: STA. 6+21 Elev./Depth: 1.5'- 2' Remarks: TESD LAB NO. 54071 Date: 3/10/00 MATERIAL DESCRIPTION Description: ORANGE BROWN FINE TO MEDIUM SAND Classifications - USCS: AASHTO: Nat. Moist. = Sp.G. = Liquid Limit = Plasticity Index = %> No.4 = 0% % < No.200 = TEST RESULTS Maximum dry density = 126 pcf Optimum moisture = 10.5 %