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City of Newport Beach Special Inspector Manual
G2020-oml
2 ---22 � 9 PTW-WS St.
CITY OF NEWPORT BEACH
COMMUNITY DEVELOPMENT DEPARTMENT
BUILDING DIVISION
100 Civic Center Drive I RC. Box 1768 1 Newport Beach, CA 92658
www.newoortbeachca.go 1 (949) 644-3200
SPECIAL INSPECTION REPORT
Project Address: 2338Arbutus st,Newport Beach, California
Permit Number: S2020-0192
Inspection Type is): Shotcrete
Inspection Date
( ) Periodic (a) Continuous
Prpv(dpc[-continuous .....i.nspQgiionnibe.plag�m§Lnl.pnd.cQngLQjidotion,foraPapproximately 1 cub
ic c -.P$i$hptQraAp for ... ..... .. .
an S an -we side Work took place in back of residence .Shotcrete .temperature ...
new pa --d � - it .. .. .... ..............
Jwring placement was 75*and ambient temperature was 66'. All bars had a 3" minimum clearance from soils,
............. - 1111.1 .......................................... 1--- ....................... - ............................ ...................................................... ...........
Reinforcementsteet-was fied-in-p.lace.-.Size.Jocation.in.clearance..was.in..confQrmity...witil..plans.code&and.standar.ds . ... . . . . .................... ......
Work was in compliance w0th(ARTM ('1143 & AM 5116IR-M)
'0
Shotcrete samples taken - break test at 28 days.
............................ .................... I ...................... ---------- .................. - ......................................... ....... I..., ........ - ..............
"'K
2 -24-2021
...................................... . . .. .. ............................... ..... . . . ... ............ ........ --- ----- ---- -
4 hours
To the best of my knowledge, the work inspected was in accordance with the Building Division approved design drawings,
specifications an applicable workmanship provisions of the U.B.C. except as noted above.
Edwin Jimenez
67
2-24-2021
Inspection No. NB-0731
I
scoot
71-EM
■■■MEN m■oMEN■■■
TEST SPECIMEN AND COMPRESSIVE 5TRENG I H UA I A Stitt I
PROJECT AND CAST DATA (PERFORMED BY OTHERS AND NOT VERIFIED BY LAB)
PROJECT NAME: Pilla residence INSPECTION FIRM OR CLIENT: ERJ Inspections
PROJECTADDRESS: 2338 Arbutus Street INSPECTOR'S NAME: Edwin Jimenez
Newport Beach, CA INSPECTOR'S LICENSE NO.: NB-0731
PERMIT NUMBER: S2020-0192 FIELD IDENTIFICATION: Samples 1 of 1
CAST DATE
2/24121
DESCRIPTION
SHOTCRETE
CEMENTTYPE
NR
CONTRACTOR
Owner builder
SPECIFIED Pc - PSI
4,500
ADMIXTURE
NR
CONIC. SUPPLIER
Gary Bale Ready Mix
CAST BY
Edwin Jimenez
SLUMP IC1431
2 - in.
PLANT
NR
NO. OF SAMPLES
3
AIR(C173)
C231
NR
MIX DESIGN NO.
4500
TOTAL YARDS
10
AIR TEMP(C1084)
66'F
TICKET NUMBER
334510
CAST/MIX TIME
1 hour
CONCRETE
TEMP(C1064)
75'F
LOCATION OF POUR
Spa
NOTES
NR = Not Reported. Results relate only to the tested specimens.
LABORATORY COMPRESSIVE STRENGTH DATA PER ASTM C 39
DATE SPECIMENS RECVD.
2125121
EQUIPMENT USED
On File
REPORT DATE
3124/21
SN OF EQUIPMENT
On File
TECHNICIAN
On File
CALIB. / RECAL. DATE
On File
SPECIMEN IDENTIFICATION
NUMBER
AGE AT
TEST
(DAYS)'
DATE
OF
TEST
TIME
OF
TEST
SPECIMEN DIMENSIONS -IN?
AREA
80. IN.
LOAD
LBS.
PC
PSI
BREAK
TYPE'
1
IN.
2
IN.
3
IN.
4
IN.
100104.1. 1
28
3/24121
8:15 AM
4.01
4.00
NA
NA
12.60
75,640
6,000
3
100104.1. 2
28
3124/21
8:18 AM
4.01
4.00
NA
NA
12.60
76,320
6,060
3
100104.1. 3
28
3/24/21
8:21 AM
4.01
4.00
NA
NA
12.60
75,810
6,020
3
Avg. PC 2e= 6,030
'Test Schedule Provided by the Client
Dimensions 1 and 2 = Diameters: Dimensions 3 and 4 = Height: NA if Cylinder 2.2> IId > 1.8
'Break Type Designation Per ASTM C39 Figure 2: 1 = Cone, 2 = Cone and Crack, 3 = Columnar, 4 = Diagonal, 5 = Side Fracture, 8 = Side Fracture Point
For Information Only
1
AUTHORIZED SIGNATURE
Pege i of 1 MT-OF-001.1
3-14 V1