HomeMy WebLinkAboutS2022-0205 - MiscCITY OF NEWPORT BEACH
COMMUNITY DEVELOPMENT DEPARTMENT
BUILDING DIVISION
100 Civic Center Drive I P.O. Box 17681 Newport Beach, CA 92658
www.newportbeachca..qov 1 (949) 644-3200
SPECIAL INSPECTION REPORT
Project Address: 1618 Highland Dr
Permit Number: S2022-0205
Inspection Type (s): CONCRETE
Inspection Date (s): 08-11-23
( ) Periodic (X) Continuous
Describe Inspection, Including Location(s):
New Pool and _ Spa ../ 620 SF at_back of. house . ..
Provided continuous inspection of 27 cubic yapros_of shotcrete at 4500 psi_.Verified. batch
tickets, mix limit time, temperature. Shotcrete temperature at time of placement was at
85F degrees. Ambient temperature of work area was 70 F degrees. All bars had a
minirrlum oT nch clearance from s fo . ----- -- —
List Tests Made:
3 samples were cast from Cemex, load #1, ticket #30877159, slump
1 ", Mix design 1418243
Total Inspection Time Each Day:
Date: 08.-1.1.-23..
Hours: ! 4 hrs
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:
08-11-2023
L/ Print Full Name: Newport Beach Registration No.:
Edwin Jimenez NB-0731
Special Ins pec[ion Report 8-24-15
TEST SPECIMEN AND COMPRESSIVE STRENGTH DATA SHEET
PROJECT AND CAST DATA (PERFORMED BY OTHERS AND NOT VERIFIED BY LAB)
Project Name: 1618 Highland Drive Residence
Inspector's License Number: On File
lob Address: 1618 Highland Drive
Newport Beach, CA
Permit No: 52022-0205
Inspection Firm or Client: ERJ Inspections
Inspector's Name: Edwin Jimenez
Contractor: Calimingo
Field Identification: Samples 1 set
Cast Date:
08/11/2023
Description:
Shotcrete
Cement Type:
NR
4,500
Concrete Supplier:
Comex
Specified F'c - PSI:
Edwin Jimenez
Admixture:
NR
Plant:
4486A
Cast By:
3
Slump (C143):
1 in
Mix Design No:
1418243
No of Samples:
Air Content (C373) (C231):
NR
27
Ticket Number:
30877159
Total Yards:
Air Temp (C1064):
70F
82F
Cast / Mix Time:
7:40 am / 90 minutes
Concrete Temp (C3064):
Location:
Bottom 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:
08/15/2023
Equipment Used:
On File
Report Date:
09/08/2023
SN 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.z)
Area
In2
Load
Lbs.
F'c
PSI
Break
Type'
1 (in)
2 (in) 3 (in)
4 (in)
118680.1.1
28
09/08/2023
10:31 AM
4.00
4.00 NA
NA
12.57
96,660
7.690
3
118680.1.2
28
09/08/2023
10:34 AM
4.00
4.00 NA
NA
12.57
95,800
7,620
3
118680.1.3
28
09/08/2023
10:37 AM
4.00
4.00 NA
NA
12.57
97,310
7,740
3
28-DAY Avg. F'c PSI: 7,680
' Dimensions land 2 = Diameters: Dimensions 3 and 4 -Haight; NA If Cylinder 2.2 > Ild o 1.8
Break Type Designation DATA PER ASTM C1231 (unbonded Method) Figure 2: 1= Cone. 2 = Cone and Crack. 3 = Columnar, 4 = Diagonal, 5 = Side Fracture, 6 = Side Fracture Point
THE TEST RESULTS ARE FOR INFORMATION ONLY
mil% 23eI&I
Authorized Signature
_aboratory tests and results reported herein were performed for ERJ Inspections by specialized Testing, Inc. pro Specialized Testing). Specialized Testing, Inc. authored this report using lobSte information submitted by ER
nspections. Specialized Testing. Inc. employs the laboratory engineer. This report shall not be reproduced, except in full, without written pen Ission from Specialized Testing, Inc.
10600 Pioneer 9 ulawmal, Suite G Santa Fe Springs. Cali far is 90670 unfair 001
Project Address:_
Permit Number:
Inspection Type (s)
Inspection Date (s)
CITY OF NEWPORT BEACH
COMMUNITY DEVELOPMENT DEPARTMENT
BUILDING DIVISION
100 Civic Center Drive I P.O. Box 1768 1 Newport Beach, CA 92658
www.newportbeachca.gov 1 (949) 644-3200
SPECIAL INSPECTION REPORT
1618 Highland Dr
S2022-0205
CONCRETE
08-11-23
( ) Periodic (X) Continuous
Describe Inspection, Including Location(s):
New._Pool and .Spa ../_620 SF._at._back ._of_house ................_.._.........._._.._. _.
Provided continuous inspection of 27 cubic_lards_ofshotcrete at 4500 psi. Verified batch
tickets, mix limit time, temperature. Shotcrete temperature at time of placement was at
85F degrees. Ambient temperature of work area was 70 F degrees. All bars had a
minimum-o 3" incch ciearanceirom so—ii
List Tests Made:
3 samples were cast from Cemex, load #1, ticket #30877159, slump
1 ", Mix design 1418243
Total inspection Time Each Day:
Date: OS 11 23
—:.......................................................—._.._..._._ — — ..__.... -i---...---.._...._......._..—.............. _............ —.......
---
Hours: i 4 hrs j
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:
08-11-2023
Print Pull Name: Newport Beach Registration No.:
Edwin Jimenez NB-0731
i
SpeciallnspectionReport 9-24-15
TEST SPECIMEN AND COMPRESSIVE STRENGTH DATA SHEET
PROJECT AND CAST DATA (PERFORMED BY OTHERS AND NOT VERIFIED BY LAB)
Project Name:
1618 Highland Drive Residence
Inspection Firm or Client:
ERJ Inspections
Inspector's License Number:
On File
Inspector's Name:
Edwin Jimenez
lob Address:
1618 Highland Drive
Contractor:
Calimingo
Newport Beach, CA
Permit No:
S2022-0205
Field Identification:
Samples 1 set
Cast Date:
08/11/2023
Description:
Shotcrete
Cement Type:
NR
4,500
Concrete Supplier:
Cemex
Specified F'c - PSI:
Edwin Jimenez
Admixture:
NR
Plant:
4486A
Cast By:
3
Slump (C143):
1 in
Mix Design No:
1418243
No of Samples:
Air Content (C173) (C231):
NR
27
Ticket Number:
30877159
Total Yards:
Air Temp (C1O64):
70F
82F
Cast / Mix Time:
7:40 am / 90 minutes
Concrete Temp (C1064):
Location:
Bottom 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:
0811512023
Equipment Used:
On File
Report Date:
09/08/2023
SIN of Equipment:
On File
Technician Name:
Andrew Segobia
Calib. / Recall. Date
On File
Test Data
Specimen ID
Number
Age at
Test
Date Of
Test
Time Of
Test
Specimen Dimensions (in.z)
Area
Inz
Load
Lbs.
F'c
PSI
Break
rype3
1 (in)
2 (in)
3 (in)
4 (in)
118680.1.1
28
09/08/2023
10:31 AM
4.00
4.00
NA
NA
12.57
96,660
7,690
3
118680.1.2
28
09/08/2023
10:34 AM
4.00
4.00
NA
NA
12.57
95,800
7,620
3
118680.1.3
28
09/08/2023
10:37 AM
4.00
4.00
NA
NA
12.57
97,310
7,740
3
28-DAY Avg. F'c PSI: 7,680
'- Dimensions land 2 = Diameters; Dimensions 3 and 4 = Height; NA if Cylinder 2.2 > Ild > 1.0
Break Type Designation DATA PER ASTM C1231 unburned Method) Rome 2Y 1 = Cone, 2 = Cone and Crack, 3 = Columnar, 4 = Diagonal, 5 = Side Fracture, 6 = Side Fracture Point
THE TEST RESULTS ARE FOR INFORMATION ONLY
q% ,25ewlez
Authorized Signature
_aboratory tests and results reported herein were performed for FRI Inspections by Specialized Testing, Inc. lobe Specialized Testing). Specialized Testing. Inc. authored this report using jobsite Information submitted by ER
nspections. Specialized Testing. Inc, employs the laboratory engineer. This reportshall not be reproduced, except in full, without written permission from Specialized Testing, Inc.
10600 Pioneer Boulevard, Suite G Santa Fe Springs, Callfornia 90670 mt-of Dal