WA9302A-SP 960425 SHIMEK, JACOBS & FINKLEA
CONSULTING ENGINEERS
DALLAS, TEXAS
Date: April 25, 1996
North Texas Municipal Co ction Company, Inc.
5614 Dyer Street
N rthT a~yer_eun~
Dallas, Texa 06
Re: City of Coppell
Village Parkway Pump Station Addition
We are transmitting herewith five copies of the submittal data furnished by you. These copies have been reviewed and marked as
follows:
Explanation
No Make Revise Submit
No. Exceptions Corrections and Specified
Dwg. No. Sheets Dwg. Description Taken Rejected Noted Resubmit Items
18 2 2000 PSI Concrete Mix Design XX
19 2 3000 PSI Concrete Mix Design XX
20 2 4000 PSI Concrete Mix Design XX
Remarks:
By copy of this letter we are returning two copies of the submittal to Mr. Larry Davis, City of Coppell.
By: . -- ,
Paul A. C~2
Checking of shop drawings by Shimek, Jacobs & Finklea is only for general conformance with the design concept of the project and general
compliance with the information given in the contract documents. Any action shown is subject to the requirements of the plans and specifications.
Contractor is responsible for: dimensions which shall be confirmed and correlated at the job site; fabrication processes and techniques of
construction; coordination of his work with that of all other trades; and performing his work in a safe and satisfactory manner.
North Texas Municipal
Construction Company, Inc.
SUBMITTAL NO. 03300-01 5614 Dyer St.
Dallas, Texas 75206
CIII of Coppell 214 / 368-6880
Village Parkway Pump Stalion FAX 214/368-4950
Sllecilicalion:
20oop.i
Pioneer Concrete
"Certification Statement: By this submittal, ! hereby
represent that. I have determined ,~nd verified a!i field
measurements, field con~tcuc'~;~?~ triter;3. mate;idls.
dimensions, catalog numbs,': ..nd s;mi~ar data and I
aptM.c~b;e ai.,p:'oved Shoi} Drxxi,;5:, and all Contract
.,.) ~. ~
[] SUBMIT SPECIFIED ITEM
Checking Is only for general conformance with the design
concept of the project and general compliance with the
Information given in the contract documents. Any action
shown is subject to the requirements of the plans and
specifications. Contractor Is responsible for: dimensions
which shall be confirmed and correlated at the iob site;
fabdcatJon processes and techniques of construction, co-
ordination of his work with tret of all other trades and
performing his work in a safe and satisfactory manner.
SHIMEK, JACOBS & FINKLEA
CONSULTING ENGINEERS DALLAS, TEXAS
CONSTRUCTION * SALES * SERVICE
'P~.oneer Concrete O~ "i'a>;~s, Inc.
',~4C. Single,On
D~l:'.r~s, Texas 75112
CONTRACtOR:North Te:,:a~ Munlcj, eal
PROJECT: V'i'!!age ~:c~. Pu,'a,~
~IX SPEClk'=CATION~:
~XX DESIG~:~ ~ 9617
~=~'~ng~h: 2000
Slum~: 4" Hax.
~"'~' Ra~io ~ ,~? .',GallSack)
C'T/C R~tio O..SS (Lb/Lb)
concIe=e musz b~ ~:a. mpled per
'?e. st ~p~cil~en~: muE':. be made and c~;~ pal' ASTM U-~i.
MATERIALS ~.STM STANDARDS WEIGHTS:
Cement ASTM C-150 TMpe X 376 ib2.
Tiy Ash ASTM"~-618 Type ~' lbs~:
~oarse Ag,~reg~te ASTM C-33 ~' 1" "
C'~:se Kg~.regate ASTM"'C-33
,
~i~htweighr i~TM C-3~0
F'i~e Aggre~ at~ i~M' C- 33
AdmiXture AST}~ C-494 Typ~ A or D
Ad:~lx~ure ASTM C'-494 Type
'A'~f~u l:e ASTM C - 260 2,
~er ..... 254
Quality Connrc] Def~artment
240 S!ngte~Qn
Te:.:~S 752'19
__ C
,,
3riOne: (~4) ~!-~3020 Fax: {2!~) 65~-181Q '.
Please seI~d 'c.r:e :test ~e~:,';'l',:s ~rom this job to
city of Copptil FAX 214/~49~
Vill~e Par~y Pump ~Oon
s~~:
3~ ~
"Certification Statement: By this submittal, I hereby
represent that I have determined and verified all field
mcasuren~e~ts, field constructions criteria. materials,
dimensions, catalog nunshers and similar data and I
have checked and coordinated each item with other
applicable approved Shop D:-awh3gs and all Conlr~wt
requirements ."
NORTH TE~S MUNICIPAL
'~ONSTRUCTION COMPANY, INC.
'" NO EXCEPTION TAKEN AKE CORRECTIONS NOTED
~RNLECTED ~/~REVISE AND RESUBMIT
V] SUBMIT SPECIFIED ITEM
Checking is only for general conformance with the design
concept of the project and general compliance with the
information given in the contract documents. Any action
shown is subject to the requirements of the plans and
specifications. Contractor is responsible for: dimensions
which shall be confirmed and correlated at the job site;
fabrication processes and techniques of construction, co-
ordination of his work with that of all other trades and
performing his work in a safe and satisfactorY manner.
SHIMEK, JACOBS & FINKLEA
CONSULTING ENGINEERS DALLAS, TEXAS
CONSTRUCTION · SALES · SERVICE
Pioneer Cgncrete O£
240 .Singleton Boulev~x'ci
~.a. ll'as, Texas 75212
CONTRACTOR':-~'c::tb Te.x~s Hun'!.=.ipal ..
PROJECT: '/ill'~ge P}:V, Pum'L;. station
MIx 8P[CIFICATIOHs: MIX DE~ZG~ ~ 9616
Slump: '4"
: ~'/C Ratio~ 6-1O [Gal/Sack)
W/C Rati~l 0. ~4 (Lb/Lb)
Max. Temperature: 95 :
Cos~clete ~ust b[-; ~ampled per ASTM C-172-
Te~t spectm~r~' ,:'ust be made and cured 'per ASTM C--~!.
MATERIALS. AST~|' STANDARDS WCIG}iTS
Cemen~ ASTN C-150 T~pe I 47.0 1~
_ ,
..... " ASTM C-618 T~pe
FI~ Ash
.. ,. ....
Coarse AggF[gate .... ' i[STM C-33 ~7 ~ 1980
Coarse Ager~ga{e ~ ' ""ASTH 'C;33
Lightweight. "~' . .i. ASTM C-33'0
Fine Ag'~reg. ate; ',~STM C-~3 .
:F;in~ Aggreg. a{~ i ...., -' ....~STM C'-33
~' i .... ~STM C-494 Type "A or ~]
ldmi~:ure
;Admixture : .... ~STM C-~94 Type
Admixture ~ ;' = . ~STH C-260
~ Duality con~r:~l Hanager
OualltV ~ontrol,' Department ,
-D~tl~ .-'
Texas 7~e12 3~r~ C
~14}. 651-8020 Fax: ~214) 651-!8~0
Phone: {, '
Please ee~'a<l 'the t~ re~u. lts ~r'om this job ~.~ ~h.~ Oual!t't~ C.~;atrol DePartment.
North Texas Municipal
Construction Company, Inc.
SUBMITTAL NO. 03300-03 5614 Dyer St.
Dallas, Texas 75206
City of Coppell 214 / 368-6880
VIIiale Parkway Pump Station FAX 214/368-4950
Slg~ficatiom
"Certificate, on Statement: By this submittal. t hereby
represent that ! have determined and veriiied all field
measurements, field constructions criteria, materials,
d~mensim'~s, catalog numbers and similar data and I
hax e ch~cked and co~rdinated each i~em w~th other
a?p~icab~e approved Shop Drawings and all ContracL
rcc~u iremerits."
_)RTH TEXAS MUNICIPAL
)NSTRUCTION COMPANY, INC.
I'] REJECTED [] REVISE AND RESUBMIT
[] SUBMIT SPECIFIED ITEM
Checking Is only for general conformance with the design
concept of the project and general compliance with the
Information given in the contract documents. Any action
shown is subject to the requirements of the plans and
specifications. Contractor is responsible for: dimensions
which shall be confirmed and correlated at the job site;
fabrication processes and techniques of construction, co-
ordination of his work with that of all other trades and
performing his work in a safe and satisfactory manner.
SHIMEK, JACOBS & FINKLEA
CONSULTING ENGINEERS DALLAS, TEXAS
..
CONSTRUCTION · SALES * SERVICE
"' "N~'~'r~' PZONEER CONCRETE P. 4/4
pic:'~eer Concrete O~ Tex~s, !no,
~;.'.9 Single~on Boulev~.~
,[.:~j!?~as, Texas 7521~
CONTRACTOP.;~x~r~h Texas Mun:.cipal
PROJECT: "/~l;~ge PkV, P'u~u9 ~..~a~ion
I-!IX SPZCIFICATiONS:
C"..;~s'~: m'U~% 'D:~ sa'mpled per ASTM
T~.st. specimens: ',~u~t be made and c~r~
[4ATERIALS i:-,STM STANDARDS WEIGHTS .
Cement ASTI-! C-150 Type I 564 1.~s.
·
.......... · lb'~..'
~ly As~ ...... ?~STM"C-6~8 Typ~
CoarSe A~j.z~,3. ate ........ ASTM C-33 57
CoarSe A~rega~e i~STM C-33 .... i~s~
Lightwang't,'; .... ASTM C-330
. .
Fin~ ~ggre:3at~ ~TM C-33
Fi~e Aggree';'~e ~i~TM C-33 .
Rdmix~ur'e ~iSTH C-494 Type A
A~mIx%ur.e A'STM C-191 Type ..
.
Admix~u re ........... AS TM" C - 260
wa~er ...
C. ua]xt, V Concx'o3. 'bcpar~men~ G'aa!i'cy c~.~x~'c:~l Manager
240 Single,on E.i=./J
Texas 75212
P~Acne; (2!4) SS~-E~D20 ra~: (21~.}
Please senc~ ;he test 'ras~:zi'.:c~; from this job ~o -abe Q'dali't.V Con'crol Depar~men.t~,
.'