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O S y O° m N ti - m mm N Jmtn C O Tm 0O a ;3 »o _c m 3.0J' 'Nm OT v0 O m C J N N y m C N N m O �, O jp' O d m z O Jo da —0-0 0 of °- O 0 )5, o j O N<_ O O J C= 0 3mN v0SmmOmDm_ S O o z • o N, Ei !n 3 Ol O7mOO ;z QJ'fiC'mNSmN ' y ( o f O f me r m'om m a .3 Jm i w_ �. ci m m m K TEST SPECIMEN AND COMPRESSIVE STRENGTH DATA SHEET PROJECT AND CAST DATA (PERFORMED BY OTHERS AND NOT VERIFIED BY LAB) Project Name: - Pool and spa Inspection Firm or Client: ERJ Inspections Inspector's License Number: On File Inspector's Name: Eric Maldonado Job Address: 1601 Harbor Crest Circle Newport Beach Contractor: Outdoor Concepts Permit No: - X2022-0103 Field Identification: Samples no 1 of 1 Cast Date: 05126/2022 Description: Shotcrete Cement Type: NR Concrete Supplier: Holliday Fbck Specified F'c - PSI: 4,500 Admixture: NR Plant: NR Cast By: Eric Maldonado Slump (C343): 2 in Mix Design No: 4C451_500 No of Samples: 3 Air Content (C173) (C231): NR Ticket Number: 123145650 Total Yards: 40 Air Temp (C1064): 61F Cast / Mix Time: 1 hour Concrete Temp (C3064): 70F Location: Pool and spa Notes: NR NR = Not Reported. %suits relate only to the tested specimens. LABORATORY COMPRESSIVE STRENGTH DATA PER ASTM C2231 (Unbonded Method) Date Specimens Received: 06/03/2022 Equipment Used: On File Report Date: 06/23/2022 SIN of Equipment: On File Technician Name: Andrew Segobia Calib. / Racal. Date On File Test Data Specimen ID Number Age at Test Date Of Test Time Of Test Specimen Dimensions (In 2) Area Inz Load Lbs. F'c PSI Break Typea 1 (in) 2 (in) 3 (in) 4 (in) 109888.1.1 28 06/23/2022 10:34 AM 4.00 4.01 NA NA 12.60 95,360 7,570 3 109888.1.2 28 06/23/2022 10:37 AM 4.00 4.01 NA NA 12.60 93,680 7,430 3 109888.1.3 28 06/23/2022 10:40 AM 4.00 4.01 NA NA 12.60 94,220 7,480 3 28-DAYAvg. F'c PSI: 7,490 ,. ., ., eu or.,,e..eem 2 Dimensions 1 and 2 = Diameters; Dimensions 3 and 4 = Height; NA if Cylindx 2.2 > lid > 1.8 3 Break Type Designation DATA PER ASTM CB31(Unbondad Method) Rgure 2: 1= Cone, 2 = Cane and Crack.3 = columnar, 4= Diagonal. 5 —Side Fracture, 6 = Side Facture Point THE TEST RESULTS ARE FOR INFORMATION ONIY lU �eeuiez Authorized Signature Laboratorytests and results reported herein were performed r r ERJ Inspections by Specialized l"esting, Inc. (dba Specialized! TFsting). Specallzed! @ ing, Inc. authored this report using jobsite information submitted by ERJ Inspectors. Specialized ksting, Inc. employsthe laboratory engineer This reepport shall not ners¢produced, exce t In full, without written permission from Specialized-Isting, Inc. 30600 Pioneer Boufeve d, Suite rPSanta Fe Springs, California 90670 mt-J-011.1 City of Newport Beach Special Inspector Manual CITY OF NEWPORT BEACH COMMUNITY DEVELOPMENT DEPARTMENT BUILDING DIVISION 100 Civic Center Drive I P.O. Box 1768 1 Newport Beach, CA 92658 www.newoortbeachcagov 1 (949) 644-3200 SPECIAL INSPECTION REPORT Project Address: 1601 Harbor Crest Cir.Newport Beach, California Permit Number: X2022-0103 Inspection Type (s): shotcrete Inspection Date (s): 05-26-2022 ( ) Periodic (Continuous Describe Inspection, Including Location(s): =qr� ontinuous-inspectionin-the-placement4Dr.approximatety-40-cubic-yards-sf-4b00—pa--------.-.-._._ or a new.pool_and s�a.Work �ertormed at m de arture took lace in center of hotcrete Temperature during placement was 70°and ambient temperature was 610AII bars tnlmnm ateasarr-cen#ermity with the-plans,codesand standards t/Vo C143 & ACI 506R-05 rk-performed was-ir}compi+anca-- List Tests Made: _-_.-.-.-__ Shotcrete samples break test at 28 days Total Inspection Time Each Day: .Date. 05-26-2022 Hours.'.; 4hours ---- List All Items. Requiring. Correction (include Previously Listed Uncorrected Items): Comments: To the best of knowledge, the work inspected was in accordance with the Building Division approved design drawings, specifications and applicable workmanshin nrovisinnc of rho i i n r ov.o... .,,,...A ..r,,..._ Special Inspector. Signature: ; ' - Date: 05-26-2022 L_:. Print Full Name: Newport Beach Registration No.: Eric Maldonado 5p allnspeRionRe n W/25/2015 Inspection No. NB-0781 67 DL Acoustics Rai& CmmdhVwAlcvusiilcs 14301 Middletown Lane Westminster, CA 92683 Voice/Fax 714.373.3050 dlubman@dlacoustics.com Homeowner 1601 Harbor Crest Newport Beach, CA Pool Noise rept. for residence at 1601 Harbor Crest, Newport Beach, CA Dear Homeowner: Dec 8, 2022 At about noon on Thursday, December 9, 2022 1 measured the pool and or spa equipment noise at your nearest neighbor's residence to test for compliance with the Newport Beach noise regulation (10.26.025). Newport Beach Residential Noise Standard For Noise Zone 1 (residential) the N. B. regulation's daytime noise level standard (maximum noise level from 10 p.m. to 7 a.m.) is 55 dBA— corrected for ambient noise. The nighttime noise standard (max noise level from 7 a.m. to 10 p.m.) is 50 dBA. The measurement is corrected for ambient noise and rounded to the nearest decibel as shown below. I am pleased to report that measured pool and or spa apparatus noise meets the Newport Beach noise standard for 24-hour use. Pertinent details of my findings are reported below. Locations and values of daytime noise measurements Uncorrected pool and or spa noise + ambient noise measured at property line: 48.90 dBA Ambient noise level measured at this location: Not needed Pool and or spa equipment noise corrected for ambient noise: Not needed Pool and or spa equipment noise rounded to the nearest decibel: 49 dBA 49 dBA (Pass for 24-hour use) The currently installed pool and or spa apparatus noise of 49 dBA meets the Newport Beach noise code for both "daytime" use (7 a.m. to 10 p.m.) and "nighttime" use (10 p.m. to 7 a.m.), since the noise corrected for ambient does not exceed 50 dBA. If you have any questions about this report, please do not hesitate to contact me at (714) 373-3050 or by email at dlubman(&dlacoustics.com (�' Sincerely yours, ,.CJ" G1.1Jl.CTW1aM David Lubman, FASA, FINCE Acoustical Consultant Orange County Certification #200524 APPENDIX A: Measurement Instrumentation Equipment The acoustical equipment used in the performance of this test is in accordance with ASTM and ANSI (American National Standards Institute) requirements. Key elements are as follows: Critical sound measuring instruments (sound analyzer, calibrator, and microphone) are annual calibrated by an independent NAVIAP certified laboratory. The most recent calibration was on 07/31/19. All calibration documents are available for inspection upon request. Critical instruments employed were: Bruel & Kjaer — Type 2270 Type I Precision Sound Analyzer SN # 3002720 Bruel & Kjaer - Type 4189 microphone, SN # 2850866 Bruel & Kjaer—Type 4231 Field Sound Calibrator, SN # 2588671 4