The URL can be used to link to this page

Home My WebLink AboutS2019-0090 - Misc5XU9l -VVI TEST SPECIMEN AND COMPRESSIVE STRENGTH DATA SHEETalo p NQS+ QUS Ln PROJECT AND CAST DATA (PERFORMED BY OTHERS AND NOT VERIFIED BY LAB) /9 PROJECT NAME: - INSPECTION FIRM OR CLIENT: Shoreline Special Inspection, Inc. PROJECT ADDRESS: 2024 Nautlus Lane INSPECTOR'S NAME: Michael Vidovith Newport Beach, CA INSPECTOR'S LICENSE NO.: PERMIT NUMBER: - FIELD IDENTIFICATION: CAST DATA (ATTACH DATA SHEET OF OTHERS WHEN AVAILABLE) CAST DATE 6/19/19 DESCRIPTION SHOT.R TF CORES - PAN CEMENTTYPE - CONTRACTOR - SPECIFIED Fc - PSI For Information Only ADMIXTURE - CONC. SUPPLIER - CAST BY Michael Vidovith SLUMP - PLANT - NO. OF SAMPLES 1 Panel 13 Cores AIR CONTENT - MIX DESIGN NO. - TOTAL YARDS - AIR TEMP. TICKET NUMBER - CAST/MIX TIME - CONC TEMP. 28 LOCATION IN STRUCTURE No Paperwork Submitted 3.96 3.9612.32 NOTES Specimens were tested in accordance with ASTM C1231 (Unboncled Method). El 5.39 5.39 1.36 Results relate only to the tested specimens. LABORATORY COMPRESSIVE STRENGTH DATA PER ASTM C42 AND C39 )ATE SPECIMENS RECVD. 6/21/19 EQUIPMENT USED On File ZEPORT DATE 17/17/19 I SN OF EQUIPMENT IOn File 'ECHNICIAN 10n File I CALIB. /REGAL. DATE 10n File SPECIMEN IDENTIFICATION NUMBER AGE AT TEST (DAYS)' DATE OF TEST TIME OF TEST SPECIMEN DIMENSIONS41M.' AREA' 3 4 SQ. IN. LOAD LBS. F'C PSI BREAK TYPE' 1 2 5 6 hid 87100.1. 1 28 7/17/19 11:52 AM 3.96 3.9612.32 69,460 5,301 3 5.40 5.40 1.36 87100.1.212 28 7/17/19 11:55 AM 3.96 3.96 69,890 5,334 3 5.36 5.36 1.35 35 87100.1.3 28 7/17/19 11:58 AM 3.96 3.9612.32 67,490 5,151 3 5.39 5.39 1.36 Avg. F'c 2e= 5,262 , - ,e5, —1-1- � I UVIUoU Uy Ll e �1Ie„1 2 - Dimensions 1 and 2 = Diameters: Dimensions 3 and 4 = Capped Core Height: Dimensions 5 and 6 = Uncapped Core Height When Dimensions 3 and 4 are Missing, Specimens were Tested using ASTM C1231 (Unhanded Caps). 3) Correction factor for h/d <1.75 applied per ASTM C42 (based on uncapped height divided by average diameter.) 4 - Break Type Designation Per ASTM C39 Figure 2: 1 = Cone, 2 = Cone and Crack, 3 = Columnar, 4 = Diagonal, 5 = Side Fracture, 6 = Side Fracture Point COMPLIANCE WITH SPECIFIED STRENGTH / COMMENTS: THEAVERAGE 28 -DAY COMPRESSIVE STRENGTH IS LESS THAN THE SPECIFIED VALUE Author dSig ure Mi OF -003.1 B -12W DL Acoustics 14301 Middletown Lane Westminster, CA 92683 ReS"Vh& COnUdliftkA160"sGcs Voice/Fax 714.373.3050 dlubman@dlacoustics.com Adam Holiday September 18, 2019 2024 Nautilus Ln Newport Beach, CA, 92660 Report emailed to: adamholiday26@gmail.com Pool and or Spa Noise report for residence at 2024 Nautilus Ln, Newport Beach, CA Dear Mr. Holiday: At about 11:00 a.m. Wednesday, September 18, 2019 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: 49.91 dBA Ambient noise level measured at this location: not needed Pool and or spa equipment noise corrected for ambient noise: not applicable Pool and or spa equipment noise rounded to the nearest decibel: 50 dBA 50 dBA (Pass for 24 hour use) The currently installed pool and or spa apparatus noise of 50 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 dlubmanna.dlacoustics.com Sincerely yours, .6" L.Cr'17tc m David Lubman, FASA, FINCE Acoustical Consultant Orange County Certification #200524 APPENDIX A: Measurement Instrumentation Equipment September 18, 2019 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 NAVLAP 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 DL Acoustics 14301 Middletown Lane Westminster, CA 92683 ROSOa►Ch&COv=ditkI lC0UF 6 Voice/Fax 714.373.3050dlubman@dlacoustics.com September 18, 2019 Receipt for $350 Payment in Full One Pool and or Spa Sound Test for homeowner at 2024 Nautilus Ln, N.B. on 9/18/19 Check 1347 received from Adam Holiday dated 9/18/19 David Lubman DL Acoustics EIN 33-0246903 Thanks for your business! V nar OF7P�UhL INSPEETION R P O R A T E D Project Name Holiday Res Date 06/19/19 ProjectAddress 2024 Nautilas Permit # S2019-0090 Contractor Owner/Builder Architect Subcontractor Janco Concrete JEngineer ❑ Concrete ❑ Pre -Stressed Concrete ❑ Masonry ❑ Epoxy ❑ Wood [:]Structural Steel ❑ Fire Proofing ® Other Shotcrete Description of work observed Observation of Shotcrete at (E) pool Reinforcing steel at duel drain trench at deep end, Baja step,spa,and bond beam around top. #3 bar dowel at 12" o/c verts and horizontals. Wall and floor steel #3 at at 12" o/c, (3) #3 horizontal at top of bond beam and spa. Reinforcing tied secure. Observation of Shotcrete placement at bond beam,Baja step,drain trench, and spa. Placed by ACI Certified nozzleman-Amador Beltran ID#01382557, Exp 10/22/2021 Shot placed evenly filling voids behind reinforcing steel and plumbing. Stuff removed With compressed air. Shot application and material complies ASTM and CBC. Sampled at 10:10 am, load #1, ticket#4548364 2" slump, concrete temp 78*F, Amb 63*F 12x12x6" panel shot by nozzleman 4500 psi shot,mix#53753A Approximately 22 yrds placed NOTICE: I hereby certify that, at the time of this inspection, I have observed all of the above reported work, unless otherwise noted. To the best of my knowledge and belief, I have found this work to comply with the approved plans, specifications, and applicable section(s) ofthe governing Building Code, as applicable to the municipality where this project is located. This report cannot be constructed to be a recommendation ofwork ofany nature to be performed. It should be noted that our presence and the services provided do not relieve the contractorfrom its obligation to meet contractual requirements. Reg Hrs. 4 hrs The Owner or a successor in interest shall hold harmless Shoreline Special inspection, Inc., a California 0. T. hrs. Corporation, from any and all legal proceedings of any nature whatsoever, that are related to the inspection services provided in this report. Should Shoreline Special Inspection, Inc. be required to institute legal action for Test Cyls the collection of a debt incurred as a result of the acceptance of this report, Shoreline Special Inspection, Inc. Type shall be entitled to Attorney's fees d co incurred in said action. Ninhnlac Na beth !-- NB0450 Inspector/Technician Name Inspector/Tec tnician's SignatureT Certification # 854 Blue Heron Drive San Marcos, CA 92078 619-206-3884