HomeMy WebLinkAboutS2018-0042 - MiscContinuous Inspection & Materials Testing
SOUTHWEST OOOOOOOWOOOOOOO
Inspection & Testing, Inc. 441 commercial Way, La Habra, CA 90631-6168
(562)941-2990 (714)526-8441
FAX(562)946-0026
FIELD DATA ON TEST SPECIMENS 59019-0092
--- ASTM C31, C138, C143, C172, C173, C231, C1064 ! - 7 --
Fr the pot -4 TLA
MORTAR: SHOTCRETE: X CORES: GUNITE:
ADDRESS: 17 BRIDGEPORT, NEWPORT COAST JOB M DATE: 06/05/2018
JOB NAME: PERMIT M ISSUED BY:
ARCHITECT: ENGINEER: POOL ENGINEERING INC.
CONTRACTOR: OC POOLS
SUB: BLUE PACIFIC SHOTCRETE
LOCATION IN STRUCTURE: SPA
TRACT: PHASE: LOT M
CONCRETE SUPPLIER: BENDER RDY MX PLANT: SANTA ANA MIX #: 450038SHOT
TYPE OF CEMENT: II / V ADMIXTURE: TICKET #: SA06195
SLUMP: 2.00 in. WATER ADDED: 0 gal. AIR TEMP: 67 F
CONCRETE TEMP: 75 F MIXING TIME: 30 min. TIME CAST: 10:30
DATE CAST: 05/08/2018 RECEIVED AT LAB: 05/09/2018
SPECIMENS MADE BY: THOMAS GEORGE SPECIFIED PSI Ca 28 Days: 4500
LAB #: 117511 CLIENT: DEPUTY 1 INSPECTION
TESTING INFORMATION:
SAMPLE IDENTIFICATION:
1730744
1730745
1730746
AGE DAYS:
28
28
28
DATE TEST:
06/05/2018
06/05/2018
06/05/2018
SIZE (in.): Height X Diameter
8.000 X 4.000
8.000 X 4.000
8.000 X 4.000
AREA (in.Al):
12.57
12.57
12.57
CRUSH LOAD (lbs.):
80056
79550
81220
COMPRESSIVE STRENGTH (psi.):
6370
6330
6460
HEIGHT -DIAMETER RATIO:
CORRECTION FACTOR:
CORRECTED STRENGTH (psi.):
BREAK TYPE:
III
IV
III
C.T.M. USED:
Forney96
Forney96
Forney96
REMARKS:
ASTM C39, C174, C192, C470, C617, C42
COMPLIES: X DOES NOT COMPLY: FOR INFORMATION:
THIS REPORT SHALL NOT BE REPRODUCED, EXCEPT IN FULL, WITHOUT THE APPROVAL OF SOUTHWEST INSPECTION AND TESTING, INC.
SAMPLES CAST BY OTHERS:
RESPECTFULLY SUBMITTED
NOTICE:These test results are from samples cast by inspectors SOUTHWEST INSPECTION AND TESTING
or technicians not employed by our firm. They were
either delivered to our laboratory or picked up by our
driver. We will accept no responsibility for the inspection
made on the jobsite by the inspector, furthermore we ERROL A
do not take responsibility for any information on this LAB M "N
report other than the strength as tested and reported.
ASTM C39 BREAKS: 1=CONE - ll=CONE AND SPLIT - III=COLUMNAR - IV=SHEAR - V=SIDE F CTURES - V1=POINTED
H
0" a. ""%'• DEPT. OF BLDG. & SAFETY
25121 DE SALLE ST, LAGUNA HILLS, CA 92653 CITY OF Newr�oWort
1- 800 - DEPUTY 1 .1 -800 -.337 - 8891 COUNTY OF Orange
$1618-004;
Building Permit No.
SPECIAL INSPECTION REPORT I I Er;dtypori 24
Job. No. 5/8/2018
Job Indentification /Address rl gepo ewport Coas Date
7.General Contractor/Address F -66 1s
Sub - Contractor/ Address Blue Pacific Shotcrete
Structural Engineer IAddress _Pool Enaineerinn ifvr
Arch.
REINFORCED CONCRETEX MASONRY
Ht TENSILE BOLTING
CH
EPRESTRESSED CONCRE7 EMICAL ANCHORS
---- WELDING._,__ GYPSUM CCNCFtETE OTFIER
DATH OF INSPECTION
DATE
OT
was
Time in
DESCRIPTION OF WORK INSPECTED
Grout Mortar Concrete Block
prisms Density
lriad,:or Saturda ms - ' ,.,,' "an sxremm�g past an'a hour pa
Y pedion will be billed -at time and halt
ATTORNEY'S FEES - If any action at law or in equity is brought to enforce or interupt the terms of this Contract, the prevailing pa
shall be entrhedtofeasonable attorney'sfees, costs and necessary disbursements in addition to any other relief to which such party maybe
entitled. party
ORT
inspector's Name: Thomas George SPECIAL INSPECTION REP
I.D. No. OC2178 Inspector's Signature.
has been filed and it states that the above work to thebest4is/h wie a complies with the
provisions of the uniform Building Code and meets approved plans and specifications,
Approved by: Respectfully Submitted,
Pr0Iud SU erintandsnt
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