HomeMy WebLinkAboutWWTP Lift Station Rehabilitation
Augusta Richmond GA
DOCUMENTNAME: \N \NTP Li+1 sitL-hDh ~ehtlbi Ii tLLi-ion
DOCUMENTTYPE: ~ Qyd 0(""
YEAR: ~ ot)Q
BOX NUMBER: I 0
FILE NUMBER 141 LI )
'7
NUMBER OF PAGES:
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CHANGE ORDER
CO NUMBER 3
BID ITEM
DATE 02 Tune 2000
PROJECT TITLE
WWfP Lift Station Rehabilitation
ORIGINALffiNlRACfDATE 5/19/99
PROJECf NUMBER S-7
OWNER AUGUSTA COMMISSION
PO NUMBER
P07298
The following change order is hereby made to the proposal for the above project:
TOTAL AMOUNT OF THIS CHANGE ORDER
$
43,805,87
The contract time will be INCREASED by Q calendar days as a result of this change,
ORIGll\AL CONTRACf COST
$
1,475,000.00
PREVIOUS CHANGE ORDER (INCREASE)
$
20,277.94
THIS GIANGE ORDER (INCREASE)
$
43,805.87
TOTAL CONTRACfWITH CHANGE ORDER
$
1,539,083.81
FUNDING NUMBER! AOCOUNT NUMBER
508043420
5425210
REQUESTED BY: /~ i1!~~ DATE: 6h~
NGINEER / /
SUBMITTED BY: ii, rr(~JJr~ DATE: 6 /S/Od
DEP HEAD
FINANCE ENDORSEMENT: t Iv~M~ __ DATE: ~
COMPTROLlfR
DATE: bj ~/oo
RECOMMENDED BY: ~. ~-'t...
MINISTRA TOR
APPROVED BY: DATE: (, I ?tJ /~O
,
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SECTION CO
CHANGE ORDER
Order No. 1
Date April 25, 2000
Agreement Date
May 17, 1999
PROJECT:
J.B. MESSERLY WASTEWATER PLANT
LIFT STATION - CONTRACT 2
OWNER:
AUGUSTA-RICHMOND COUNTY
AUGUSTA, GEORGIA
CONTRACTOR:
HEAVY CONSTRUCTORS, INC.
The following changes are hereby made to the CONTRACT DOCUMENTS:
JUSTIFICATION: MISCELLANEOUS CHANGES PER ATTACHED LIST.
CHANGE TO CONTRACT PRICE:
Original CONTRACT PRICE
$
1,475,000
Current CONTRACT PRICE adjusted
by previous CHANGE ORDERS
o
$
The CONTRACT PRICE due to this
CHANGE ('RDER will be (increased)
(dccrc;1c-ee) by:
$
43,805.87
New CONTRACT PRICE including this CHANGE ORDER
$ 1,518,805.87
CHANGE 1'0 CONTRACT TIME:
The CONTRACT TIME will be (increased) (dccroilocd) by
10
calendar days.
The date for completion of all work will be
Feb 21, 2000
(Date) .
Recommended
E tf-L ~
h.
Requested by
Ordered by
Accepted by
'ZEL, ENGINEERS
9721-C01.doc
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J. 8, Messerley Lift Station - Change Order Items COST TIME
DAYS
l. Remove and replace ductbank $1,466.83
Ductb;mk interfered with control room foundations.
2. Replace Existing cable adaptors $1,214.85
Existing adaptors did not fit to new equipment.
3. . Starters for HV AC Equipment $1,356.60
Electrical drawings did not show starters.
4. Clean out Bypass Line $16,002.33
Bypass line was blocked by dirt and debris.
5. Add restraints on header connection piping $1,294.02
Additional restraint was required on pipe connected to header.
6. Slab over bypass structure $2,044.00
Bypa:;s structure had no top - required to install roadway.
7. Remove and relay storm sewer $3,336.02
Insuf1~cient room to allow new pipe to be laid next to old outlet
structure w/o removal of existing storm drain.
8. Additional 16" clarifier piping $4,275.71
Addf:d length required to connect to existing.
9. Balloon plug rental for Sanitary sewer in influent channel $2,743.10
BYP20SS structure had no top - required to install roadway.
10. Replace level transmitter and Add stilling. wells $7,190.00 10
Unexpected turbulence damaged level transmitter.
11. Pump out north wet well
Rain caused overflow of sewage from plant into work area.
$1,375.00
12.
Reroute storm drain at main gate
Piping interference. Line not shown on existing plans.
$1,012.41
13. Additional Water Line
Exi~iting water not located as shown on drawings.
$495.00
TOT ALS
$ 43,805.87
10
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Ted \.' Ell". '.E.. Chm. 01 Boo". Em.",", riI'!. E... .
Joseph J. Tankersley, P.E.. President
Jorge E. Jimenez. P.E., Vi,:e-President
Charles D. Drown. P.E., Treasurer
,
435 Telfair Street
Augusta. Georgia 30901-2494
ENGINEERS
Kenneth E. Green. P.E.. Secretarv
John R. Evans. P.E. .
R. :'ielson Williams. P.E.
John R. Armstrong, P.E.. Retired
ZIMMERM.A..:."I, E"\-.'L,,"S .\ND LEOPOLD, (-""Co
170m 7:!-l-.,fi:!7
W.WW.ZI':LF;:-;/;r :-II-;Io:ll,",./'/)~I
September 28, 2000
IN 972 I
Mrs. Robin McMillon. P.E.
Augusta Utilities Department
2760 Peach Orchard Rd.
Augusta, GA 30906
Re: James B. Messerly WWTP-Lift Station
Change Order Request
Dear Rcbin:
Due to the hidden narure of the concrete damage in the intluentchannel. it is necessary for a change
order to the subject contract to be made tor the repair of the sides of the channel to protect the structural
integrity of the existing lift station walls.
The H~LVY Constructors price proposal attached lists three areas lor possible repairs, Areas I and 3
were hidden during the bidding process. Area 2 was visible and exposed during the bidding, and will be
repaired as a part of the existing contract. This work is critical to the function of the new lift station,
Heavy Construction has offered a price proposal, attached. to pertonn repairs to areas I and 3 in the
amount ,)f$48,968.00. The subcontractor is a weil-recommended local contractor. the price is very low,
and Heavy Construction is waiving the % 15 markup allowed by the contract. We recommend that this
price be <lccepted as soon as possible, while the subcontractor has available lime to complete the work.
Sincerely,
ZIMMER~MN, EVANS :\ND LEOPOLD. INC
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CD. Drown, P.E.
CDD:lmt
cc: Mr. Dwight Hobbs
Mr. Scott Moeller
Mr. Ma.'\: Hicks
r\Uachm;;nts
. )7~ I ..:on...:rpr.J()~.:
HlECEIVEO SEP 0 5 _
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CONTRACTORS - ENGINEERS
August 3 I, 2000
Mr, Jorge Jimenez
Zel Engineers
435 Telfair St.
AugusJ:a, GA 30901
RE: James B. Messerly WWTP-Lift Station
Augusta, Georgia
Dear Mr. Jimenez:
Heavy Constructors, Inc, has received a quotation for concrete repair in the new pump
station from your referenced specialist Topcor Services Inc. They have quoted repairs to
three different areas in the pump station after discussions with Heavy Constructors Inc,
and Zel Engineers,
The following pages are the quotation and material data sheets for the materials they
propose for remediation, Topcor has also included a description of how they intend to
apply the materials described. The repair method and materials is not per contract
specifications, Please advise if this method and materials are acceptable.
Heavy Constructors Inc. will take care of area #2 in the quotation, but areas # I and 3 are
beyond the scope of our contract. It should be noted that the areas to be repaired must be
kept dry during the remediation process and Topcor has omitted any flow control of
water.
If you have any questions concerning this matter, please call.
Sincerely,
.dwH- ~
Scott Moeller
Project Manager
cc: File
Dwight Hobbs
1395 S, Marietta Pkwy, · Bldg, 100 Suite 114 · Marietta, GA 30067
(770) 427-0700 · fax (770) 427-0755
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,.- 1:0PCOR SERICES INC.
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A....1B Dtvbioa
saUe C-l
4238 Bebair I'rou. RMd
AugllSta, Georgia 3OlJD9..9326
PIa: ('786) 321. ".., h: (706) 210 8309)
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28111 August, 2000
Mr, SCXlU Moclla"
Heavy COOJU'UCtCJl'S Jnc.
1395 South Maridta Parkway
Bujlding J 00, SUIte 114
M8ridta, Georgia 30067
Ph: (710 427 0700
Fx: (710) 427 07S5
Re: TOPCOR # OO-A902..o828; A8Ig1IIblI Wute Water Tratmeat Plant
Deu Mr. MoeIIeF,
Following our conversation, and $Ubseqllent meetings with Mr. Dwigbt Hobbs
and Mr. Dnid Drowns. roPOOR Services ~. is pleased to quote lump sum prices to make
conaete repairs" the Augwita Waste Wattt Treatmeat Plant.
Apprm:irutely 6Q sq_re teet rlwrdatI deiertIIntId wd I"&pIIn &del' tile
p;e~ . ttMWed da~ hi the 4! J: 8 foot opea pit area.
. To<aI Lam. Sut...... A
The above price in~ all labor. mlterial.eqwpment BOd IUp<<'V1lico ~
to CDDplete this p-ojrd.a ~1ows;
1. Mobillzc to jobsitc.
:i. Pravide 1:1"_ with safety oriel1carlat.
3. Pbwc me foot tall wid platform in the botkm (lfthe pit to provide tmployees -MdI dry wert
lII'e8 lIIld to cakh debris BlJd blast sand.
4. Clip art cic:Ca'icnted cmade apprc>>timately 2 W'deep.
5. SandbIasI to remcwe any remaioiDg loose << ddea iu dIt>d COJ1C:l'&.
6. Install wtdae anchors 2 feet 00 center and bang 2" x 'r. 16 gauge welded wire mmh.
7. Coat aU repair surfaa:s with PoIymcrica Epoxy Bmding Agalt.
8. Install a minimum 0(2" of Camteclt miorosilica modified shcta-ule and ~ float finith to
profile.
9. Aft. suJfic:ient cure brushblasl to rSJtOYe laitancc aDd COIlt witb two 10 mil OFT coats. of
PoIymcrica ~)' Novolac C08Una.
10. CIelm aU dct:lris f100l platfonn and thl!ll remove platftnn.
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Rapeir.... of ub IJlGI beam wItHe ........ dvDI.. ~
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Total Lump Sam Price:~
The abo~ pt'ice includes all labor , ~~l,-eqUipnent and SUJ)Cl'Visioo occ:caaary
to complete !his project llS follows:
1. 1nDll16 IOU afraid to pmtide ICQCSS to wed.-aIL
2, Clip wi ~ oonaeIe...d trim back exposed reinforcing steel to pamit amiMnum of P'
coverage over tcrminatia1 of steel.
3. SandbI&.'It to I'Cl1I(lW: coating ftom COfta'ete aDd sUel.
4. Apply epoKy baoding aglIlt and repair with miaosilica ~.
S. Coat with two 10 mill DPT coats of epoxy novolac coati.ng to matcl1 exiBting.
0tlMn to provide lhc following:
1. Oelr ac;ccss to the work area
* 2. All wort and equipmeot necessary to centro! W1da flow.
3. Vcntlllldoo to fCIdlOWlIll1Y hydrogen sulfide gas from the floor of tile pit.
4. Manib:wing equipDent for h)'drogcn sulfide gas.
5. 110/220 volt s.in8Ic Jbsc dcx;triaU power wi1tm 100 fed of the wmc ...
6. Potable W8Ult as required fur sbota'Ete wilbiD 100 feet of the worlr. &rea.
7. Quite disposal area ror debris.
At the request o(Mr. David Drowna 0{ ZEL En&inecrina Wtt are p'cMdiDi a
budget estimllle of S 13,.soo.00 to S 117,000.00, depending upoD the sew.rity of damaIa, to repair
~ ..... 9qUItC i:ct of o~ and 144 ~ 6:ld Q{ vertk:aJ SII'fac:aI in lbe 18 foot
tunnel ~ &om the pit ares.
The !i4lUpe of wm-k mr this &n:B is consilltalt with the repainl in !be apeII pit
HoW8Yer, 1he deptb of remOYal. in !he cwerhead oouId bo m\lClb deep<< if thCl'e is ~ ofiho
bottom DUll of reiafon::ing steel which is typical with overhead repa.in in this type of ell".. uuDlIClI1t.
The bisber cad oftbe bud8d estimate ~ iaclude 1be reiftforcing SIM\ teplacemeftt.
The above ptojecb may be completed .ift a two.... J*iocl. If aD ~ iltlud
schedule is n:quiRd ~ will occd to acljust wr C5lima1c to cover ovat1me.
We appm;iate the opportunity to proridc tlleac estimates and Id bward to
working with )Ql oa Ibese projects. In the meantime if )IOU have any quesbaoIl. 01 if I may be of
ftIrtbcr ~ please do not hesitBte to call.
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efg:JDUJ:T PRESENTATION
YalltlHSha.td NIle Ie. 100% 8OI1dS, novolac epoxy
usod to coat concrete. masonry or steel where chem-
ical and 1hermal protection Is required. The coating is
deaigned ior service in har5h chemical envif'(Vlm8l'\ts.
especially sbong aoid and aaUGtio exposures. NEe
pro"ides UlMDC. -n-t chemical pmtactIon tor primary
and secondary containment In chemical. power and
watliH' tl8atment faclllIIeS. It will pn:Mde exceptional
service near high temperature processes such as
COOiIC8I'8, fryem, lce$e8 or 0Yen6
Certain exposuf88 will require IImat8r6hieId VNC,
consul Chem!caJ R"lem~ Chart.
eSfmuCT FEATURES
Best overall c::t- rlicaly resistant epoxy coating.
H~ ternpenIIunt perfonnanc2 in many cases
up to 275'F (aptDs) or 3500F (dry heat),
Wit! cure In cool and damp condttlons.
100% non-YOIatlle. and odor1e88 for applica-
tion In OCCtJpied facllltle8.
SeIHxtInguIshln In ttin fitrns.
AUIhoItZed by USDA for UI8 In federally
insped8d meat and poultry plants.
AI:lProY8CI by Agt'lCUftLlre canada FOOd
produGtJon and In8peclIon Branch for use in
regl8l9red eataI)Il8/'lm8n1s,
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~VEAACE
f1JPGOF: SEFVI(.:ES
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POLYMERICA PRODUCT DATA
MasterShield NEe
Novolac Epoxy
Coating
!tAN( .6.t.aINtl
Unit SIu
314 GaBon
3 Gallons
15 Gallons
Pan. Part B Weight"
1 x 1/2 1 )( 1/4 9 Ib
1x2 1)(1 351b
2x5 1.5 1691b
-approximale shippng wetg"t
INSTAll &'T1l1N OUlO&UNES
P1'flpaI'lIIJOf Sur1aoe must be properly prepared and.
If requir8d, primed. ConsUl POL YMERICA Bulletin
SP-C for fud detalls.
lIxIng: Observe all precautions on MSDS and label
when using this prodUct. Mbc 2A : 1 B by volume with
a low speed dri1110r at Iaa8t two (2) miNJt88. Accurate
mix ratio is aittcat for perlormance and cure.
AppDcatlon: Apply by roller, brush or spray. Use
ny10n 01 natural brI8tIe bN8h, or good quality medium
nIP roller. Can be spuyed best with plural component.
equipment.
CUre: R&-coat In 16 holn 0 7O"F, Shorter te-coat
t1me9 affect glos8. Foot tramc 8 to 12 hOurs. FuU
chemical cure 5 dayS.
16(1 &qUare feet per gallOn yieId6 10 mlJs OFf. Two CIeen-Up: Clean skifI with soap and water; use ME~
008.tS are reoommend8d for generaJ service. or Pt'tlPJ1etarY epoxy thlnnera for equipment,
0C'~bILU~G 1:. 1~
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PHYSICAL l;aROPERT1U
.;
CompoalUon:
Color.
Gloas; eo.;
W~,~kN1:
Solids Comlflt:
Mix RatIo:
Pot LIfe:
Vlscoafty:
" U'=,..lUO':'Li:!
Two~lX>nent, amine-
adduct cured epoxy
phel'lOClc nowlac.
Pearl Grey, Brick R9d*
100
, 0.85 1M, mtx9d
100%
2A : 1 B by volume
20 min . 75. F. (3 gaJton kit)
1200 cps, mixed approx..
*Otler MasturShieId cofors ani custom colors avaJl.
able with res1tJtcUona.
Pl!RFORIlANCE ~I~
Tensile Sllwllgth:
E!1cngatfon:
AdI~1
to III....:
10 CClIfICr8t8:
Hardn888:
Abraaian Re~:
Service Temperature:
10,500 pSi
2.5%
2600 psi
360 psi
(oonorete tails)
86 (Shore D)
30-36 mg 1068 (CS-
10 ~, 1 leg kIad.
, 000 cyetes)
200. F (imrn&f"iion)
350' F (dry heat)
IiAFETY
Ma1erial Safety Data Sh8et8 8re 8YaiIabt8 from POLy-
MERICA anel should be c:onsuIIed prior to use of the
product. This prodJct is intended tor use bV prates-
siur1aJs only. KJ.p away fmrn chIldrBn and 1hose net
tr8ined in the use and potential h&zard8 1n\toIYed.
MuteIShIeIc. NEe is a two component epoxy system.
Part A COtttaIns epoxy reeins. Part B containe amm.
epoxy ~uct5, Worbrs should wear gJowIs and gag-
9188 when . mixing or appfying product. Clean. up wIttl
soap end warm water. Be SUf'II to foltaw aD Iab&.and
. MSDS cauttons.
EXECU11VE IOFACE
60a A F&mI.1.A STREET
CARROU.1ll... GA 30117
PHONE: ~762-1&78
~704
FAX: 1'7'008>>7377
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CHEMICAl.. RESIST ANa!
8Mgeot
R~9
Aoelio ~20%.........".,...,....,_...,......,...,.....,................,.....".....R
Acetone... ............. ....,........ .... ..., ......... ................................ ... "L
Bleach...................,.........,.,........... ......................... ....., ...........l
Citric .fw::kL........................ .... ... ....,...,....................,........ ..,......... R
CnJda Oft. .......... ..,..,................ ..... .."................ ........" ,...... ..... R
01&6&1 FUClI.......... .....,. ......... ,.. .............. .._ ........." ........ ,.., ". .....R
Elhylen& GIyGoI..,........... ..... ..................., ....,..,......,.. ......... .....R
FIdty ADd6.................... .....-........... ...................,............._.....R
Gasoll~.................. ........ ...,...........".......................,..............R
Hydrodllortc Acld-36%,... ,... ..,........ .......' ........ ............... ..... .,..R
LactIc AcId.., ............'M....... ...... ..,...,.., ........ .....,....... ,.. ............' ....A
Mothyt E1hyt Ketor'Ie........................._........................,..........,.l
NItric Add-2O%...... ..............."....,........... ...M.... ........ ,......... .....R
Skydrol........ ..., ................. ,... ......__................, .................. .......R
Sdtm ~5O%......................_.....................,......,....R
SUIJutic Ac:ldoSNJ%............ ...... .-...... ....,.... .... ......... ,.....,...., .......A
Toluene.... ........ ....,....... ........,.. ....... ........,'......... ....,... ............. ,L
Urea....... ..... ................... ......... ......... ,....... ..... .........,............... R
Vinegar.. ..............., ..... .........,............. __...........,...,......,..., ......., R
Xyle~......... ..., ......... ........... -... .......... .,..................... ..............L
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R . ~ for continuauD llIlIMoe.
L - WmIBd _1da6on. 0CIC8aI0ndII....
ThlB chart Is IT'ItInMd &8 an aid In ~ '1M ~nce d
1hose Systanw in \IIlrilx.8 ~I apoIIUnIG at 75' F. The data
is InIond8d lIfl B gUde onty, In lJ8YaI8 or oombIlldon ~
o eampIe ahouJd be tMted under aclUat or NnuIated UliI8 concIl-
tions.
ProdUct dIId:a Ie revlIed as neec>>d III ndI8ct 1t.. moRt. reC$nt
Iec:ti.~ and field uperienD&. ConrluIt ~ TVIERICA fcf our.
f1lnt printing date of 1bratunI.
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WARRMfTY
POLYIII8DCA....a III pnO.dB to mnbm to IS ~
....... POLv.RICA wlI.-m or ruU1d 1ha1llRhM8 pItce
0I1'1D1h,(),"',,"~ product at h1l181l1r's aplDl: .uch ~ I81g
8llI:lUsIIIlt m III 0ItWa and SllIIlI'MllldV ~ III ft81q11r. 8upuf
tD1IDy apnIIIIIIy -- d111n11O IdcIIloiIdI ~ Ant ~
\.I1dIN' this wanny rna: b8 nIM!lIln WItIIng wItl&n 7 ~ of dlecoII.
ery of ,1OllCOlI-..... and no Ia!IIr Ihm one.yatJT IIam 1M d* 01
dDIwlry ct poduct No ......~ cIIIbItlu!b' or ...~~!)"' a
... JIRldU*"....... to rrafIIy IlfOlU:t d:IdII or~,
II!lPOA'TAIIT NOnCE
Thue pIVduda _ .old .mtec:r ~ 10 fle ..... .....6- c>>n-
tllIIned horetn. Then 81\) I1D oIhet ..,.... Dv POL~~of
.fIIfI '*'- .~'"f _. .lIllllllld CI ~ indudlrle~""""
ty fA ~ 01__ tor a psIQIIar purpo.ln ....,........
wIIh lis pnxU:t. ~...!hat GeIer asuneo no ..., for
I1IIRDIB or c:a8I"qI..... -... GI ~ IlInd whIoh .ull km lhe
\IlIII Of rniIA.ae 01.. ~ ..........'ID....d h8Rl!n IlI1aad
on daaI b8IwId Ig be 11IIIIdlIe. ~. .. .. .. ~ ~
_ ID lIIIIlIIV lEI aI hi ~ ClIf ... pIIldXlt b a pItIIlUar
puIpDID.
t.l9NEC 041_
POL YllERtCA
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I Caners's
I lIIpoir Pmd.x:ts
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1. GiENERAL USES:
Designed for rJry shot:rll& apptications
10 ntpWr del9riol'8ted concrete, where
8 h~,h den8hy OVer1ey is required.
2. FEATURES:
May be applied overhead, IIerticaIIy
and IhorizontBlty above or below grade.
SUpclrior adhe8lon.
Vapc.,. penneable.
Ready 10 use. no fletS batching.
Very klw porosIly.
Excellent resilnance to freez9/thaw
cyeing and chemioat a118Ok. Low
shrinkage.
High slrUCtural p-opet1Ie$.
L..ow II8bound IormuIBtbn.
High abraston resi$t8noe.
3. INSTAUCTtONS FOR USE:
A. Surface Prepara1Ion: All SUrt8C88
must be olean and true of dirt. dust.
~. &8III8rB, ~ bose ma19rIal,
adhe:JIYBs. cut1nQ COmpounds Of any
matelrial that wi" Inhlblr patChing
ma18l'la1 from coming In oonlBCl with
1he O~ porus. Tight. 8tHI ~
~ . ConcntlB shoukl be aIlrBded or
oIch8lJ wIh auIurio 01' nu;nc add
sokdi)ll, t1en f18UIrBIil8d to open up
the otm0r8t9 pores. ReInoYaI of pny
anI adhere"" or Ioos8 materials must
be 1I000mptished medlanicdy For
proper adheSIOn. 1he 00tlCfVte rnus1
hays II hw:tlmId 4Weoat& pmCta. For
appIcetiOn with dry shofr:ltet9 equip.
rI'l8Ilt ooly. No...,. 18 .. be added
unl98llm ItI8 snoIote1B nozzle,
B. AIi~: Dampen the surtaoe
1hof'O\lighly with dean WB18r. Avoid
standing water.
C. Curing: llI8 tormuf8tiDn of Shot-
cref8 HS mimizes the I188d for cur.
ing. However, 8QPlication in direct
stInlglrll or ~ conditions may Ie8d
10 ~Jid surface drying. The LI88 Of
light 'ralSr foggflg b' G hours or a
WQt!H' buod oompound that oompli&e
1'_'1- '_"-JI'_ _...... ,. _ _.....-
SHOTCRETE HS
A one oomponsm, ~, cementltioua.
micmallic8 enhanced. high densIIy sho1cr818 mor-
18r containing e dus1 inhlbllor.
TECHNICAL DATA
~ TnT Io!El1ioD lht~ TnT RESULTS
~ 5tAInfIn AlI11e Coil. I., 2llIlO ....
...... (1IodJ 7.~. 4!IQO ....
aec>>ya 77'00 pel
~~ AS1II C.71l 7..,. ~....
211" , IIlD .
S8IaI'a rer-. ASTIII v.9lI 7 ..,. o;x) ...
~ MoIIar :!8 ...,. 7lIJ pol
Bond~ A8T1il e-et12 '''' 1110 poi
- '-- IlIIO IMI
Ill...,. Z3lIO ...
w_ '""""*'" AStlt ~ :!8 o.p 1.O'i.
A--.~ -~ O.M. tmo
r_"'22~
~ .....-.~ .11 cUoIO.... II<< 11M,
vrith ASTM C-309 Is recommended.
Do not commence lOgging untiIlnitiat
set has b8en 1'8ach8d; typlcdy 1.2
hours depending upon ambient
oondIlilons.
D. LimiIdons; Ambient and sur-
f8CG ~1ure& must De J8llF. or
above during ~, PmIBCt
from rein until initial set has been
act1 i8w1d.
MInimum th~: 1/2 inctc
Maximum 1hictcn8ss: 4 inches in IUC>
oesaNe appIICaliona.
4_ PACKAGING:
55 pound beg.
6. STORAGE AND HANDLING:
A. SMI life: 12 monltl8 il the
original unopened container.
&.~: sat in a (jty area
8NIWf from direcf sunOghL The pro.
duoa eho4.lld be oondldoned to be...
ween o1O-F and gsoF b8fote use,
a. HEALTH AND SAfETY:
A. Had PrecautIDn8: lbis pr0-
duct anains P\..o ..~ oemenI and
crys1aItn8 he sIica Avoid tna.
thing lie dust Ex8rotse care, as
wtIh handling any c:t1emica1 00tJ.
~ proc:tucI.
B.. S&lIeIf PAl [I ~ use ad&-
QUatI V8I'lIlaIbn. Ute of 8 NIOSHI
..SA appcoYed dust l"88plrator,
.. goggl8s and cIIemic8I resis-
tant gloves are A'OnQ~ reoommen-
ded. RemoYe contamtna1Bd cto1Nng
immedifd8ty .
C. Fbt Aid: SIdn CoI~ wISh
1horoughIy will soap and we19r. Eye
Con1aot flush indlledJalefy> with
W819r. end contact a physiciln.
Respiratory Problems: remove
aIJect8d person. k) fJ8Sh air 1m-
medlal8ty and conl8Ct a physicjan.
l'tyg18n8: wash h8l1dS 1mm801a"'Y
...... _.-'.p>::J8/28/2I:Jelel 1=,; 1'"
'\
.
7EiE>21B83(J'::!
IOP':Ok '::>t.....'...:. U:. '"
-.
.
;;:
attar liS&. Wash do1hfnO befofe reuse.
D. Spilb: CoIIBcI In appropriate
coMBiner. Uncured mawtBI may be
I'8mo,!ed with watBr-
E. Disposal: Dispose of In aooor-
dancEl with 10081 state or federal regu-
Iatiorlli.
.-.
F. ""am_ KEEP CONTAINER
CLOS:ED WHEN NOT IN USE. KEEP
OUT ()F REACH OF CH'LOREN. NOT
FOR INTERNAL CONSUMPTlON.
FOR INDUSTRIAL. USE ONLY BY A
OOAlJFlED TECHNtCIAN. Consull1h8
.....181 S8I8IY Da. Sheet for tLrtner
healltil and saIety il.... IltIldIon.
7. WI\ARANTY:
We warnlnt our prodUC18 to be f1'8e of
defecils and manufaca"Bd 10 meet
publBh8d physical propHI8I when
CUf8d and tes88d .o:ortIng IJ ASTM
and GEUTEC standards. Under this
warranty, we wtI provkte. st no charge,
product In containers t) ~ pro-
duel prayed I) De cMf8cM. When
sppIed in IICDOldanD8 ___ our writtan
lnStIUoIOnS and in ~II rec0m-
mended by us 88 8ulablB fOr this
pt'OduOl..
All clllim1. concerning pmduct defeCtS
must be R\Ilds wtthln tw8Ml months of
~ern. AaMnc:e of SUCh oIllirnS in
wrDlIJ during this period will oonsttMe
8 walY1f of 81 oIaimt wit! respect to
such .produot.
ThUI 'Narrant)' it iI'I ~ of any and all
0Iher wananDea. ecI)I8888d or inp8ed.
r-
..--,
..-/
. :~'" ,- .
;ZEL
ENGINEERS
ZIMMERMAN, EVANS AND LEOPOLD, INC.
435 Telfair Street Augusta, Georgia
(706) 724-5627 30901
TRANSMITTAL LETTER
m~~~~
DATE: /0/ 3o/tH;
.
R~ ~df~~
r?~~- j:7V972-/
Gentlemen:
We ~'ard 0 return 0 enclosed 0 under separate cover, the following:
o Shop Drawings 0 Prints . 0 Specifications 0
pertaining to ~L ~ ~
NUMBER DWG. NO. OR I I I
DATED DESCR'PT'ON ACTION
COPIES 'DENT'FICAT'ON
ID~ ~ J-j- ~ u~ ;~~A
/ !Jb ~~
~
REMARKS
cc:
Very truly yours,
ZIMMERMAN. EVANS AND LEOPOLD. INC.
By ~n~ /-4-
Miller #24304 Rev. 10/96