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Home My WebLink AboutS2019-0148 - MiscsX q -o►w8 ;)IS N%ghland Dr s r d3 a`sFp i`, Ak---A&_� A&--- A&--- n FIELD DATA ON TEST SPECIMENS -- ASTM C31. C138. C143. C172, C173. C231, C1064 --- CONCRETE: MORTAR: SHOTCRETE: X CORES: GUNITE: ADDRESS: 1218 HIGHLAND DR NEWPORT BEACH JOB #: DATE: 10/3112019 JOB NAME: ROSENCRANS RESIDENCE PERMIT #: S2019.0148 ISSUED BY: NEWPORT BEACH ARCHITECT: TODD LACHER ENGINEER: POOL ENGINEERING INC. CONTRACTOR: CONSCIOUS ENVIROMENTS SUB: CROWN VALLEY SHOTCRETE LOCATION IN STRUCTURE: ( PANEL ) STEPS TRACT: PHASE: LOT #: CONCRETE SUPPLIER: CEMEX PLANT: #4487-A MIX#: 1524227 TYPE OF CEMENT: 111 V ADMIXTURE: TICKET #: 28609884 SLUMP: 2.00 in. WATER ADDED: 0 gal. AIR TEMP: 63 F CONCRETE TEMP: 76 F MIXING TIME: 45 min. TIME CAST: 10:00 DATE CAST: 10/0312019 RECEIVED AT LAB: 1 010120 1 9 SPECIMENS MADE BY: JASON CURRIE SPECIFIED PSI @ 28 Days: 4500 LAB #: 150434 CLIENT: ERJ INSPECTIONS TESTING INFORMATION: SAMPLE IDENTIFICATION: 1953222 1953223 1953224 AGE DAYS: 28 28 28 DATE TEST: 1 D.W/2019 10+3012019 10130.;2019 SIZE (in.): Height X Diameter 7.500 X 3.750 7.500 X 3.750 7.500 X 3.750 AREA (in.k)-- 11.04 11.04 11.04 CRUSH LOAD (Ibs.): 59600 57484 56244 COMPRESSIVE STRENGTH {psi.): 5400 5210 5090 HEIGHT -DIAMETER RATIO: CORRECTION FACTOR: CORRECTED STRENGTH (psi.l: BREAK TYPE: III II II C.T.M. USED: BK BK BK REMARKS: COMPLIES: X ASTM C39, C174. C192, C470, C617, C42 DOES NOT COMPLY: FOR INFORMATION: THIS REPORT SHALL NOT BE REPRODUCED, EXCEPT IN FULL, WITHOUT THE APPROVAL OF SOL4R'REC.T INSPECTION AND TESTING.. INC. SAMPLES CASTBY OTHERS: RESPECTFULLY SUBMITTED SOUTHWEST INSPECTION AND TESTING ZAFAR AHME+44 1 PRINCIPAL ENdlk ER ASTIR C39 BREAKS: 1=CONE - 11=CONE AND SPLIT - IIt-COLUMNAR - IV—SHEAR - V=SIDE FR.9CTURES - VI -POINTED w� X !Is` �`✓ 44_., s 3r '.�( x-. �..'b e+r�i _ � ,� ; 9 � a2„ €:illi �j � Jx :«k r t � ri ;ti . MATERIAL TESTING & INSPECTION J.b Addro.o 1215 Highland Dr Newport Beach CA T',vp of Swcwm ADDRESS : 1537 DAVIS STREET CORONA, CA 92892 INSPECTIONS INC. EMAIL: pdminisrrorlpn3iorjilwppptipns.cord The illilU5lr4' �l'dtlBr. WEB: www.orlinspeciians-com ' OFFICE: (951)297.58177 w� X !Is` �`✓ 44_., s 3r '.�( x-. �..'b e+r�i _ � ,� ; 9 � a2„ €:illi �j � Jx :«k r t � ri ;ti . AarmJr Np. 52019.0143 10A3+2019 Epo>t7 Hiqh Strength Rohs Fr. Progfing ]( Rcinrorccd Corcrttc Ouolhv Control Reno ccd M.r,V klmdnp X Otho, Shotcrete Codon Staoda,dp 12CI10C ililamia Building CWa\blumas 1 &2 Par requasturourelianian ERJ InsuaoWw feurasaniitha has wnduotad Epaxy lwuactlon. New Addition: Provided continuous inspection of approximately 10 cubicyards ofshoterate at4,970 psifor pool remodel. Work performed took place rear/Bad( of residence .Shotcrete temperature atthe time of placementwas 7n & ambient temp was 631. Work performed was in compliance with (ASTM C 143 & ACI 5WR-05) Slump, temperature and water levelswere within tolerance. Ablowpipe was utl¢edto control and remove rebound. All bars 3r' min clearance fromsoil. All reinforcing steel istied in place andfreefrom any contaminates thatwould inhibit proper bondwith shotcrete. All clearances were within tolerance priortoo and during shotcrete placement. i[rns: li-rax[[ - anl.:ulv:l un:.[—H. P.."1.`1.1.'11y[:!-[u'rr[`nr[a[.'.I11-1I1':el:[:vav4Y:r[. .�[uJblU n[:r.Cra-.Ir uraV.rv:L MI u[) --r 9Ybe!I x['![I'IrlI:.l bpl[-u aYap..ia.-a.4..1a1•............... [r' i - :I'i..!. Imva[:' tlW !..I......[.e'..—.N•+1u::1 Y: .4:r['enitt \•xC.ra!vb[<r.l[:rl1i1-.ar[fp}['[...).401 [Yuu[[rYtl"r[vIa[uluulluueuJ] r --1[[-.a.11 I:.[4.>l!i.u....... inpxn.N1Imd i ®VET ® [�91nuc]Si rc!It Fstio 1 J 1 9 N]T MET TIME IN I TIPAE OUT �qT HOUBS rGTIIQ me agglpRrrr^.1[Yyc npoml��]dcarcros 9: OO am 11100pin, 1 4 _ hh mspdelohs arc Eau -d rn p : hcu mnm�m and cmc' a hr - g tta.t rnnaum ICC No. 3234467JNB-0731 Owner 51ga11c c< RagV.e, M Apvc{.:nn AW !•pprcv. tq IlepmeIdm Rosencrans Residence J.b Addro.o 1215 Highland Dr Newport Beach CA T',vp of Swcwm Swimming Pool Todd Lacher Pool Engineering Inc Conscious Enviromen ROLC' Of Nero ort Beach ldalclial mde�p Shotcrete m• gctcri W" Edarin Jimima popIi s m. jMuovarf & S' nad dmumants AarmJr Np. 52019.0143 10A3+2019 Epo>t7 Hiqh Strength Rohs Fr. Progfing ]( Rcinrorccd Corcrttc Ouolhv Control Reno ccd M.r,V klmdnp X Otho, Shotcrete Codon Staoda,dp 12CI10C ililamia Building CWa\blumas 1 &2 Par requasturourelianian ERJ InsuaoWw feurasaniitha has wnduotad Epaxy lwuactlon. New Addition: Provided continuous inspection of approximately 10 cubicyards ofshoterate at4,970 psifor pool remodel. Work performed took place rear/Bad( of residence .Shotcrete temperature atthe time of placementwas 7n & ambient temp was 631. Work performed was in compliance with (ASTM C 143 & ACI 5WR-05) Slump, temperature and water levelswere within tolerance. Ablowpipe was utl¢edto control and remove rebound. All bars 3r' min clearance fromsoil. All reinforcing steel istied in place andfreefrom any contaminates thatwould inhibit proper bondwith shotcrete. All clearances were within tolerance priortoo and during shotcrete placement. i[rns: li-rax[[ - anl.:ulv:l un:.[—H. P.."1.`1.1.'11y[:!-[u'rr[`nr[a[.'.I11-1I1':el:[:vav4Y:r[. .�[uJblU n[:r.Cra-.Ir uraV.rv:L MI u[) --r 9Ybe!I x['![I'IrlI:.l bpl[-u aYap..ia.-a.4..1a1•............... [r' i - :I'i..!. Imva[:' tlW !..I......[.e'..—.N•+1u::1 Y: .4:r['enitt \•xC.ra!vb[<r.l[:rl1i1-.ar[fp}['[...).401 [Yuu[[rYtl"r[vIa[uluulluueuJ] r --1[[-.a.11 I:.[4.>l!i.u....... inpxn.N1Imd i ®VET ® [�91nuc]Si rc!It Fstio 1 J 1 9 N]T MET TIME IN I TIPAE OUT �qT HOUBS rGTIIQ me agglpRrrr^.1[Yyc npoml��]dcarcros 9: OO am 11100pin, 1 4 _ hh mspdelohs arc Eau -d rn p : hcu mnm�m and cmc' a hr - g tta.t rnnaum ICC No. 3234467JNB-0731 Owner 51ga11c c< RagV.e, M Apvc{.:nn AW !•pprcv. tq IlepmeIdm ERS/ INSPECTIONS INC. The Industry Leader. MATERIAL TESTING & INSPECTION ADDRESS: 1687 DAVIS STREET CORONA, CA 92862 EMAIL: administration@erjinspectlons.com WEB: www.arjInsibections.com OFFICE: (951) 207-6608 DAILY FIELD REPORT 2016 California Permit No. S2019-0148 09/27/2019 X Epoxy High Strength Bolts Fire -Proofing Reinforced Concrete Quality Control Reinforced Masonry Welding Other Per request of our client an ERJ inspections representative has conducted Epoxy Inspection. New Addition: Provided continuous Observation and Inspection of Epoxy placement per approved plans. #3 deformed rebar drilled minimum of 4" embedment depth at 12" o.c. for new addition of baja steps, benches, light, skimmer, and floor of swimming pool remodel. All holes were cleared of all debris that would inhibit epoxy bond by using compressed air and a spiral wire brush. All dowels secured using Simpson Strongtie Set XP Epoxy. Do not apply load for minimum 24 hour cure time per manufacturer specifications. Work performed in backyard of residence. Terms: 10 days, all reports will be held until amount is Institute legal action for the collection of a debt Incume field report presents a summary of observalions and t connector, his employees, or agents. The contractor s of defects discowuml in his work. It is understood that The work Inspected W MET 0010 NOT MET The rrreequiremeents of the approved doamants VVL_.... Signature of Register Inspe in NII. Services billed at 4 and 8 hour minimums, with a 2 hour charge for rancelki inns. Should ERJ Inspection, Inc. be required to the result of the acceptance of this service ticket, ERJ Inspections Inc. will be entitled N attorney fees and costs Incurred in said suit. This I by RAJ Inspections, Inc. construction inspection personnel. Our work does not include supervlslon or direction of the actual wank of Me be Informed Mat neither the presence of our field representative nor the observation and feeling by our firm shall excuse him In any way irm will not be responsible for job or she safety an this project Econtinued on next page 1 of 1 TIME IN Rosencrans Residence Job Address 1218 highland Dr Newport Beach Ca Type of Structure Swimming Pool En ineer Todd Lacher Pool Engineering Inc Contractor Conscious Enviroments City Of Newport Beach Material (arade-typej Epoxy Inspector's Name Edwin Jimenez Pro ect Specs Approved & Signed documents 2016 California Permit No. S2019-0148 09/27/2019 X Epoxy High Strength Bolts Fire -Proofing Reinforced Concrete Quality Control Reinforced Masonry Welding Other Per request of our client an ERJ inspections representative has conducted Epoxy Inspection. New Addition: Provided continuous Observation and Inspection of Epoxy placement per approved plans. #3 deformed rebar drilled minimum of 4" embedment depth at 12" o.c. for new addition of baja steps, benches, light, skimmer, and floor of swimming pool remodel. All holes were cleared of all debris that would inhibit epoxy bond by using compressed air and a spiral wire brush. All dowels secured using Simpson Strongtie Set XP Epoxy. Do not apply load for minimum 24 hour cure time per manufacturer specifications. Work performed in backyard of residence. Terms: 10 days, all reports will be held until amount is Institute legal action for the collection of a debt Incume field report presents a summary of observalions and t connector, his employees, or agents. The contractor s of defects discowuml in his work. It is understood that The work Inspected W MET 0010 NOT MET The rrreequiremeents of the approved doamants VVL_.... Signature of Register Inspe in NII. Services billed at 4 and 8 hour minimums, with a 2 hour charge for rancelki inns. Should ERJ Inspection, Inc. be required to the result of the acceptance of this service ticket, ERJ Inspections Inc. will be entitled N attorney fees and costs Incurred in said suit. This I by RAJ Inspections, Inc. construction inspection personnel. Our work does not include supervlslon or direction of the actual wank of Me be Informed Mat neither the presence of our field representative nor the observation and feeling by our firm shall excuse him In any way irm will not be responsible for job or she safety an this project Econtinued on next page 1 of 1 TIME IN 1 TIME OUT 1 ST HOURS OT HOURS 9:00 am 1:00 m 1 4 All inspections ar based on a 4 hour minimum and ver 4 hrs = 8 hour minimum ICC No. 8234467/NB-0731 owner Agency, cert & No. Approved by _ Representing _