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SpiJTgWEST ��Q� �►����►La I
Testing, IHC. 441 Com merclfll Way, La Habra, CA 9C-6`
1119peL-tjpp cQC lir (5 6219 4 1-2 990 (91415226-
FIELD
(562(946-0025
FIELD DATA ON TEST SPECIMENS r
ASTM C31, C1381 C143, C172, C173, C231, C1064 ---
CONCRETE: SZUZ� -Q033
MORTAR: SHOTCRETE: X CORES: GUNITE:
2451 DATE: 04/13/2021 -T
JOB NAME: ROONEYRINO DR, PORT BCH RESIDENCE PERMIT 2 -4 -TM S2021-0033 ISSUED BY:
CNIAME: ENGINEER: POOL ENGINEERING INC. I � ta� v r D ir
ORY POOLS SUB: C & J GUNITE & SHOTCRETE INC.
An CTOM PROMONT
176186
CONTRA
IN STRUCTURE: SPA AND FOUNTAIN
PHASE: LOT #:
LOCATION
TRACT:
GARY BALE
IRVINE # 2
CONCRETE SUPPLIER:
TYPE OF CEMENT: It / V
ADMIXTURE: TICI #: 334883
WATER ADDED: 0 gal. AIR TEMP: 50 F
SL)MP: 2.00 in.
TEMP: 64 F
MIXING TIME: 0 min. TIME CAST: 09:40
CONCRETE
RECEIVED AT LAB: 03/22/2021
DATE CAST: 03/16/2021
X 4.000
MADE BY: ED SAHDALA / C.
BROWN SPECIFIED PSI @ 28 Days: 2500
SPECIMENS
CLIENT: ED SAHDALAS SPECIAL INSP.
LAB #:179898
12.57
TESTING INFORMATION:
SAMPLE IDENTIFICATJ(psi
176186
2176187
2176188
AGE DAYS:8
28
28
DATE TEST:4/13/2021
04/13/2021
04/13/2021
SU:E (in.): Height X Diam.000
X 4.000
8.000 X 4.000
8.000 X 4.000
' AREA (in.A'):2.57
12.57
12.57
CRUSH LOAD (lbs.):770
67550
68410
COMPRESSIVE STREN50
5370
5440NEIGHT•DIAMETER
RAT
CORRECTION FACTOR:
TYPE:
BED II II II
-_I BK BK �I SK
;EMARKs:
'OMPLIES: X ASTM C39, C174, C192, C470, C617, C42
DOES NOT COMPLY FOR INFORMATION:
115 REPpRT c
oMCLE" BE REPRODUCED, EXCEPT IN FULL, WITHOUT THE APPROVAL OF SOUTHWEST INSPECTION AND TESTING, INC.
S OASTT B BY OTHERS:
E aor ni 1,lest resuiLga
eilryp deliv ae not empI etl pmPles cast by Impeclors
er y our rirtn. The
amu Wewlll�to ourlahara(o piGceduY were
oanaryaheelobsiebY the nsonsihitr for the Inspection
TM C3g 9q olherl a�h s01 an nfo Alrthennone
'
8th as t nnaaon on
�„�_ EAKS; 1=CONE enetl end reportetl.
II'CONE AND SPLIT -
RESPECTFULLY SUBMITTED
SOUTHWEST INSPECTION AND TESTING
ZAFAR AHM�
PRINCIPAL ENGINEER
III=COLUMNAR - IV=SHEAR - V=SIDE FRACTURES - VI=POINTED
9
permit Num",.
Inspection Type
Inspection Date
CITY OF NEWPORT BEACH
COMMUNITYDEVELOY"" ION DEPARTMENT
BUILDI Bog 1168 Newport Beach, CA 92658
100 Civic Center Drive I P.O. BoX ov 1 (949) 644-3200
www newoortbeach
12-02- - UU33
SPECIAL INSPOW U T 2�
#2451 MARINO DR.
#2021-0033
SHOTCRETESPA W/FOUNtAiN ❑Periodic Continuous
3/16/21
Placement of 16 cubic yards of 4000 psi shotcroeUe•See stands d eng.detags. Gary Bale mix design for spa
Observed
the p tied in place at time of p
and fountain. All rebar was securely
(psi), Concrete Temperature 64F, Slump 2"
Shotcrete sample
Date:
Hours:
To the best of mV
sped " i.n
Edward Sandala
the Building Division approved design drawings,
noted above. ---------
3/16/21
#0423
A110ri'VIO DY-