HomeMy WebLinkAboutS2017-0162 - MiscEEE HNICA INC.
GEOTECNNICA L CONSULTANTS
DAILY FIELD REPORT
78odey- Bay Dr
5 Hodgenville
Irvine, CA 92620
(949) 872-9565 Office
(949) 743-2935 Fax
Job Namei�G�
Date
Job Address
City
Area of Inspection Ge L� v ` uV�-
Techni !an / Engineer cw �, am
SUMMARYOF OBSERVATIONS
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CERTIFICATION OF COMPLIANCE - 2
1 HEREBY CERTIFY THAT I HAVE OBSE VIED TO THE BEST OF LEDGE
ALL OF THE ABOVE THAT
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UNLES OTHERWISE T �1 VE
FOUND THIS WORK TO COMPLY WIT HE APP OVED PLANS, S 1 I j
\ND APPLICABLE SECTION OF THE G FERNING UILDING LAWS. "
Inc. I APPROVED BY
Joint Certified
C&O Reinforded Concrete
Ato Concrete :Field Tedh
PTtS,Sts
gatry-A, jVorton, inc
samny southern cokybeftla Oep 40 iolrs
spikann, inspection servk= s
33064 Canopy Lane, Lake Osinoia, CA 42532
Mobile, 714-686-7040
Fax: 951-244,6023
Ph¢ns: 951.4'57-2502
EWAW
concrete
SPECIALTY No AGENCY
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SOUTHWEST vr 1qv Nw,
j7llt'x7G z{44i
I AX 1'- C„„+(
ASTM C31. 0138, 0143, 0172, 0173. 0231, C1064 ---
CONCRETE: MORTAR: SHOTCRETE:X CORES: GUNITE:
ADDRESS: 7 BODEGA SAY DR. N8,NEWPORT BEACH JOB #: DATE: 6/26/2,018
JOB NAME: PERMIT#: S2017.0162 ISSUED BY: CITY
ARCHITECT: ENGINEER: TODD LACHER
CONTRACTOR: AQUA -LINK FOOLS SUBCONTRACTOR: GOLD COAST
LOCATION IN STRUCTURE: SPA
PHASE: LOT #:
CONCRETE SUPPLIER: GARY BALE PLANT: MIX #:
TYPE OF CEMENT: V GRADE ADMIXTURE: TICKET #:
SLUMP: 3.01 WATER ADDED; 0 gal, AIR TEMP: 0 F
TESTING INFORMATION:
SAMPLE IDENTIFICAT-10N. 456789
AGE DAYS: 28
Ti22___
DATE TEST; 12018
SIZE (in.); Height X Diameter 8,000 x 4,001
AREA (in.A2): 12.57
CRUSH LOAD (lbs.): 56235
COMPRESSIVE STRENGTH (psi.); 5500
HEIGHT -DIAMETER RATIO:
CORRECTION FACTOR:
CORRECTED STRENGTH sl):
BREAK TYPE: 11
C.T.M. USED: V grade
BEMARKS: THAT 15 NOT PER ASTM 0-39 TEST CRITERIA PER SEC 7,3
ASTM C39, C174, CIV, 0470 0617, C42
SAMPLE CAST SY OTHERS
ASTM C39 BREAKS I=CONE - 11=CO1NEAND SPLIT - 111=COLUMNAR
RESPECTFULLY SUBMITTED
SOUTHWEST INSPFCT'CA14 AND TESTING
ERF' Gi_A,F AYAS
LAB. f” AN�'G ER
IV=SHEAR V=SIDEFRACTURES , VI -POINTED