HomeMy WebLinkAboutS2022-0234 - MiscCITY OF NEWPORT BEACH
COMMUNITY DEVELOPMENT DEPARTMENT
BUILDING DIVISION
100 Civic Center Drive I P.O. Box 1768 Newport Beach, CA 92658
(949) 644-3200
SPECIAL INSPECTION REPORT
Project Address: 63 Cambria Dr, Corona Del Mar
Permit Number: S2022-0234
Inspection Type (s): Shotcrete Inspection
Inspection Date (s): 05/02/23 ( ) Periodic (X) Continuous
Describe Inspection, Including Location(s):
1. Provided Shotcrete Application_ and Water Quality Control Inspection of 60 C.Y of 4500psi Concrete for Pool & Spa. _
2. Sei A -Slump 2". Temperature of Concrete: 711 Mix Design: 680000. Ticket Number: 394579. Truck Number: 20051 and Set B
peratureaf_Concrete-7-1'-MmDesiga:.S80000_TicW-Nu_ no"9as79 Truck-Number:.20051
3. All loads monitored for temperature, slump, and time. All trucks within proper mix limit. All trash and debris removed prior to
4. Verified all batch tickets from National Ready Mix.
5. Cast 2 sets of 3 samples of Shotcrete for comprehensive strength testing.
List Tests Made:
- Total Inspection Time Each Day:
Date: 05/02[23...._...__._._---_ -----
Hours: ! $ i -r------.._.
List All Items Requiring Correction (Include Previously. Listed Uncorrected items):.
Comments: -
To the best of my knowledge, the work inspected was in accordance with the Building Division approved design drawings,
specifications and applicable workmanship provisions of the U.B.C. except as noted above.
Special
Inspector Signature: Date:
V "Y
Print Full Name: Newport Beach Registration No.:
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I
Special l nspection Report 8-24-15
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TEST SPECIMEN AND COMPRESSIVE STRENGTH DATA SHEET
PROJECT AND CAST DATA (PERFORMED BY OTHERS AND NOT VERIFIED
BY LAB)
Project Name:
Residence Inspection Firm or Client:
ERJ Inspections
Inspector's License Number: On File Inspector's Name:
Michael Rodriguez
Job Address:
63 Cambria Drive Contractor:
Cambria Del Mar, CA
One Pro Landscape
Permit No:
52022-0234 Field Identification:
Samples no 1
Cast Date:
05/02/2023 Description: Shotcrete
Cement Type:
NR
Concrete Supplier:
National Ready Mix Concrete Specified Vic - PSI: 4,500
Admixture:
NR
Plant:
139 Cast By: Michael Rodriguez
Slump (C143):
2 in
Mix Design No:
580000 No of Samples: 3
Air Content (C173) (C231):
NR
Ticket Number:
394579 Total Yards: 60
Air Temp (C1064):
56F
Cast / Mix Time:
9:10 / 90 minutes Concrete Temp (C10i 71F
Location:
North wall of pool
Notes:
NR
NR = Not Reported. Results relate only to the tested specimens.
LABORATORY COMPRESSIVE STRENGTH DATA PER ASTM C1231 (Unbonded Method)
Date Specimens Received: 05/03/2023 Equipment Used:
On File
Report Date:
05/30/2023 SIN of Equipment:
On File
Technician Name:
Marco Macias 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
Type3
1 (in)
1 2 (in)
3 (in)
4 (in)
116413.1.1
28
05/30/2023
11:55 AM
4.00
4.00
NA
NA
12.57
77,130
6,140
3
116413.1.2
28
05/30/2023
11:57 AM
4.00
4.00
NA
NA
12.57
81,760
6,500
3
116413.1.3
28
05/30/2023
11:59 AM
4.00
4.00
NA
NA
12.57
78,140
6,220
2
28-DAY Avg. F'c PSI: 6,290
2 Dimensions 1 and 2 =Diameters; Dimensions 3 and 4= Height; NA if Cylinde12.2 > Tal 1.B
a Break Type Designation DATA PER ASTM C1231(unburned Method) Figure 2: 1= Cone. 2 = Cone and Crack. 3 = Columnar. 4 = Diagonal, 5 —Side Rectum, 6 = Sitle Fracture Point
THE TEST RESULTS ARE FOR INFORMATION ONLY
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Authorized Signature
Laboratory tests and results reported herein were performed for ERJ Inspections by Specialized Testing, Inc Idba Specialized Testing). Specialized Testing. Inc. authored this report using jobsite information submitted by ERJ
Inspections. Specialized Testing, Inc. employs the laboratory engineer. This report shall not be Vectored, except in full, without written pe ission from Specialized Testng, Inc.
10600 Planer Vectored,
suke G Sand Fe springs. Califumla 90670 mt of-001.1