HomeMy WebLinkAboutLETTER I
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SOUTMM
Southern Gunite, Inc.
9395 Process Drive B
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'+Vest Palm,Beach, FL. 33411
Ph:561-793-7025 1 F:561-793-7028 1 Cell:561-351-8744
*onneCS south exn„unite.com
G U N ITE 4000 PSI
Client:'Barrow Pools :Class: 4000 PSI
Project: Hutchinson By The Sea Lot 5 Use: Gunite
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Sat�u rat ed,.Su"rface Dry(SSD)
Type Specification Weights Volume
Cement Type 1/II ASTM C-150 II 600# 4.44 cu.ft.
Sand Natural ASTM C-33 30.07# 17.21 cu.ft.
Water (pounds) n/a 300# 4.81 cu.ft.
Entrapped Air 2% .54 cu.ft.
Water (gallons.) 33-36
TOTALS 3907# 27.00 cu.ft..
WATER CEMENT RATIO 0.48
AIR CONTENT N/A
SLUMP RANGE 0.00" to 3.0"
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2,7-
STRONG MOS'(t;E
GUNITE (41fXER
97'
�F.3y1"eNT AU_GL•R _
—=- - - - -- - -- --- S+
` ISANO'AVGEfl
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The Strong.Mobile, ;te Mixer
Strong mixer design-is based on many years o"i` The Strong mixer combines in one unitan unmixed
experience in the gunite contracting business. material€ransporter and a mobile system that
Reliability and ease of maintenance have been custom mixes,fresh guniti material'of the-::desired
built-in byusingstandardp gsreadilyayailable consistengy0cyourjob site. the same
man drives,
atlocal bearing a"nd hydraulk supply houses. operates the mlzerand mans the gun„providing:
continuous.orinterrnittent deliv.pn1 with no wtas&
The.unit can be operated easily lay wie person;
reducing labor costs to ensure thatyou achieve The.unittransports enough sand and cement to
higher pro;its on.every"job.Strong provides produce up to 94.cubic yards of fresh gunite on-site.
complete operator training.
Specifications
'Capacities Dimensions !
'Tote/biAmaterial 114 cu;yds, ! Nnigi}t 97"
Cemeni 85 cu.ft,, 'Width F"
Sand 378 cu.ft. Length 19 k
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Y(,I ungquist Brothers Rock,
Product Quality Summary Report
Period 01/08/2017-01/14/2017
Plant FDOT Mine
#12599
Youngquist
Brothers Rock
Product Commercial
131
#131
Screenings
Specification Commercial
131
Specification
318" 9.5mm) 100.0
#4(�75mm) 100.0
#8:(2136mm) 86.5
#16 .18mrn) 70.8
#30 0.6mm) 46.2
#50 0.3mm) 28.3.
#100(0.15mm) 9.5
#20" (75pm) 2.01
Pan 0.00
FM 2.59
Absc. ption 4.6
D50 0.67
Cu 5.74
•SPG R(Dry,Gsb) 2.349
SPG i (SSD) 2.458
SPG (Apparent,Gsa) 2.637
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Stonc montQC 01/19/2017 Youngquist Brothers Rock,Inc. Page: '1 of 2
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Youngquist Brothers Rock,
j Product Quality Summary Report
Period 01/08/2017-01/14/2017
Que' QuerySeledtions
Date Created 01/19/2017
Date Range 01/08/2017-01/14/2017
Plant Youngquist Brothers Rock
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StonemontQC 01/19/2017 Youngquist Brothers Rock,Inc. Page: 2. of 2'
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....__ ._.r.._._-_......,........_ , ..�„_.,•.......,...,..- ._. �.,�......... ...v,...µ...�«. ;..................... j ~
Miami CEMENT Plant i y
1200 Wj +3zth avo
Miami,Florida. 33182 1 TEST q
Phony(306)229-2925.1 FAX(305)229 00;15 {I$ REPORT
�:, -- ._w,.�•v�-� _-��.__.�.-. ,,,� �;.� �.�.��,..:.�....:�-- .� _�----�-:mom-� ._:�-,,�__�._.��_:-.-�,Cement Identified as; Type I Low Alkali and Type11 Low Alkali Uato.ofReport: 08111/16
Rroduetign Period:
80ginnin9: 1•Apr-16
Ending;30•Apr-16 Silos:21,23,25,31;32,33135i41,42,43,44,45,51,52,53,54,55,56,65,66'
CHEMICAL REGUIRMENTS
To-at Results Speclhcatons rviSHTO td as ASTM C 16 M :ASTM p ttsi
ASTM C114 and AASHTO M 86 7yr�a 11 of at all 11fpf a Low Nkal •1'!PL'it hit0 du _
Silicon Dioxide(Si02)'/b 20:5 Minimum
Aluminum:Oxide.(A1203)% 5.1: Maximum: -•• 6,0 6,0
Ferric Oxide(Fe203)'% 19 Maximum' -• 6 b 6.0
j Calcium Oxide(CaOi% 64 0 -<
Magnesium.Oxide(MgO)% 1.0 Maximum 6.0 6.0 6.6 -•• I
Sulfur Trioxide(SO3)%." 2.8 Maximum 3.5' 3.0 3.0
Loss"on,lgnition(L01)% 1.6 Maximum 3 3 3:0.
Insoluble Residue OR)% 0:27: Maximum 0:75 0.75 0.75!.
Alkalies,(Na20 equivalent)% 0.36 Optional Max 0.80 .0.60 0.60
Carbon gioxide irix %ement(CO2) 0.80
Limestone%in cement(ASTM C160 Al) 10 Maximum 5 5 5
CaCO3'itr limestone%(2 274 x%CO21S) 90 Minimum 70 70 70
Inorganic Processing Addition(note 1)
("Bag house.Dusl')(pp.to %) 1.0 Maximum 5, 5 5 or("GBFS"),(up to%) 4.5 Maximum 5 5 5; i
P .6rtialPhase composition o
Tricalcium Silicate(C3S)%, 57
Dicalcjum Silicate(C2S)% '15
Tricalcium Alurninate(C3A)% 7 Maximum -
Tetracalcium Aluminoferrite(04AF),% 1i2 - -
(C3S+•4.75'C3A) 90 Maximum 100 --
PHYSICAL REQUIRMENTS
( ST t'C E Iaat a fineness.cm216• 3940 Minimum 2600, 2600 2600
(ASTM C204)-Blaine Fineness,crr Mazimum M -• 4300 e
(ASTM C430)•325 Mesh% ---- t
(ASTM C191)"Time of Setting(Vicat)
Initial Set,minutes 100 Mind Max '451375 451375 451375 451420
(ASTM C.185):Air Content of Mortar% 7:6 Maximum 12:. '1'2 12
(ASTM'C151)Autoclave Expansion'% 0.4 Maximum 0:80 0;80 0.80 0.80
(ASTM.6187)'Normal Consistency% 261 •-•-
(ASTM-=0)Passing No.325 Sieve% 94:6
(ASTM C'186)7 day Heat of Hydration•cal/gc 79 for information
(ASTM C109)Compressive Strength,psi((ulpa)
1 Day 2190= ( 15:1,) V - ----
3 Days 3720 ( ,25.7) Minimum 1740(12.0) 1450(10.0) 1450(10,0) 1690.,(13;0)
7 Days 4710 ( 32.5) Minimum i 2760(19:0) 2470(17.0) 2470(17 0) 2900(200)
28 Days° i.6010 /\ 41 5) Minimum i( y� 4060_(2i3 0
.«e«»...,...._ ^,trvsma_:,%.S1:«.•>:nw+r4set.2''.t--r-rvrsatwnvLv.:wu>c^ -.1 '^c" .-...-..- -Y.^Tc.
h1 is 1;. The cement produced during this..poriod contained Inorganic Processing Addltion such as Beg house Dust erGround Granulated Sing up to IKe.peicentages'showh:.
AT As pernole 0 orlabie 1.. S03,limihmaybe exceeded demonstrating expansion according to,ASN C-1038 0 0020
E3 Blaine limits does not apply if Sum of C3S•4.75•03A-90
C Test results for this period not oval able Most recent test result provided
f) I Adjusted per X 1-.a of ASTM-C150
Required only if$03 exceeds limit of table 1 of ASTM 0150..
This-06ment<dontains Limestone and may contain Inorganic processing addition tip W the percentages shown above
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Cemex hereby.certifies that this cement meets or exceeds the chemical and physical specifications of most recent edition of
AASHTO N1,05 Type fend Type,li and ASTM C150 Type I and Type11.
i AASFPCO US Type II(MH)and ASTM C150 Type II.(h1H)
it ASTM C-1157'GU A-
7 Flonda Spec 921 .Ja(trc�'�- Pa39 reQo.
CluahtS�Qoritrol Manager
T certirythat the above described dala,represents'the cement manufactured during the production period'indicated.
C"i nex is noVresponsible for the improper use or workmanship That maybe associated withihe:usa of this cement.
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INSULATION INSTALLATION CERTIFICATE
-p;_ Phoenix Companies pT 5 BLOCK: SECTION:.
JOB.#:
107654 JOB iVA1vfE:.-Model A Elevation 1
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JOB ADDRESS: 4434 N AIA
y :The'unde�sigtteti.:htteby,certifes that in ulatiori laas beeq installed al Ylt a11oYe'de`srxibd property
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1. Exterior CBS wails have been insulated with............................Check one ( )Spray on cellulose
to a thickness of N/A inches,which thickness,according,to the O Fiberglass blankets
manufacturer, FiFoil (X)Aluminum Foil
Density NIA will yield an"R"value of 4.1 ( ) Riaid;
Exterior Frame walls have been insulated with............................Check one ( )Spray on cellulose
to a thickness of inches;which thickness,according to,the ( )Fiberglass blankets
manufacturer, ( )Aluminum Foil
Density N/A will yield an"R"value of ( )Other Spray Foam
2. Main Ceilings have been insulated with.........................Check one ( )Fiberglass blankets
to a thickness of.5.25 inches,which thickness,according to the ( )Fiberglass loose fill
manufacturer, SES Sucraseal ( )Aluminum Foil,
Density N/A. will yield an"R"value of 20 00 Spray Foam
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Ceilings Cathedral have.been insulated with.........................Check one O Fiberglass blankets,
to a thickness of inches,which thickness,according to the ( )Fiberglass loose fill
manufacturer, ( )Aluminum Foil
Density N/A will yield an"R"value of O Other Cellubse
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3 to a of ncheswh h Interior
hickne s walis have beeninsulated h Check,one; O Fiberglass blankets
5.25 thickness,,according to the ( )Polyurethane
manufacturer, SES Sucraseal ( )Spray,on cellulose
Density N/A will yield an"R"value of, 20 (3¢Other Spray Foam
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4. Garage partition walls of conditioned living areas have been
insulated with... ......, „i......—.......... ..... ..Chcck tape' )Fiberglass blankets
to a thickness of. 3.5 inches,which,thickness,according to the ( )Spray on cellulose
manufacturer, Certainteed O Polyurethane
Density N/A will yield an"R"value of 13 ( )Other Aluminum Foil
MULTI, FAMILY, RESIDENTIAL CONSTRUCTION ONLY: The common (party) walls separating
different tenants shall be insulated as follows-Frame/Metal stud'walls R-11:(Min.);CBS or Concrete walls.
R-3(Min.);by Energy Code requirements. See Energy Code Rev.1/87,paragraph 903.2(b),on page 9-17,
latest edition. These"minimums levels of insulation"are,not included in the Energy Calculations,but shall
be installed in the field.
NOTE: Densities of sprayed on, loose fill, or any other composed-on site insulation shall be the P.C.F.
(lb%ft3)average of three(3)"DRY SAMPLES"of actual installatiork
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MER Enterprises LLC � �—, � -J
Insulation Contractor insulation Contractor Signature
26202 9/22/16
Insulation Contractor's CC/± Date of Certification
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Builder's-Name-Builder's CCA 'No :P l c
A!Y{
'�1a`" KELLY L YOUNG
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Notary Public-State of Ftoric+a
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My Comm.Expires Jul 1.2018Commission#FF 138101