WA9601-SP 990601SHIMEK, JACOBS & FINKLEA, L.L.P.
CONSULTING ENGINEERS
DALLAS, TEXAS
Landmark Structures,
1665 Harmon Ro
Ft. Worth, T s 76177
· . winner
Re: City of Coppell
Wagon Wheel Ranch
Elevated Storage Tank
Date: June 8, 1999
We are transmitting herewith two copies of the submittal data furnished by Landmark Structures, Inc. 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
25 Concrete Mix Designs XX
Re m arks:
By copy of this letter we are returning two copies of the submittal to Mr. Larry Davis, City ~,~i~i, iZ.A~
By: '
Checking of shop drawings by Shimek, Jacobs & Finklea, L.L.P. 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.
TO:
LANDMARK STRUCTURES, INC.
1665 Harmon Road
Fort Worth, Texas 76177
(817) 439-8888
Fax (817) 439-9001
Shimek, Jacobs & Finklea
8333 Douglas Avenue, Suite 820
Dallas, Texas 75225
WE ARE SENDING YOU THE ATTACHED ITEMS:
LETTER OF TRANSMITTAL
Date
Attn:
Re:
Job. No.
6/1/99 9802
Mr. Gary C. Henddcks, P.E.
Wagon Wheel Ranch
2.0 MG Elevated Storage Tank
Bid. No. Q 0198-03
City of Coppell, Texas
Copies Spec Section Submittal No,
5 NCTCOG 2.2, 25
7.4 & Sheet 1
of 17
Concrete Mix Designs
· 3000 psi
Descdption
THESE ARE BEING TRANSMITTED:
Information for Record
O&M Data
X Information for Engineers Approval
X Return 2 Copies
CERTIFICATION:
This information has been reviewed and determined to be in compliance with the contract documents including plans
and specifications as modified by addenda, change orders and field orders. Any exceptions to the contract
documents are noted below.
EXCEPTIONS / REMARKS:
The attached mix designs are in accordance with the NCTCOG specifications and
contract documents.
Signed ~ ~'/~j~""/~' Joe Swinnea
Wagon Wheel Ranch
2.0 MG Elevated Storage Tank
Project No. WA-96-01
City of Coppell, Texas
Submittal No. 25
Spec, Section: NCTCOG 2.2, 7.4 and Sheet 1 of 17
CONCRETE MIX DESIGNS
Mix #1 - 3000 psi
· Paving and Sidewalks
sht'.v/:', ~ :.L~ ~;: :"~ :' :~ ;:;:- ', ~:: '",: ':~ =~'e plaris and
v4~:h ~z~:: :~ ;:: ,. J ~;,,3 :_,:';.,.2 ;,:d ;.:'2' fi'~ F:'b site;
ordi~:,:~:~ .v , .,: .:< ~;~: ~:.t ;~: c:~ ,:;,',:r trades and
~la~orR]Z~:~;: ~; '.. 7:, ;,,; L ;,t::L &:'.C~: ';L::':'crLv manner.
CONSULTING ENGff';E~ZR5 DALES, TEXAS
_,
Nelson Bros. Ready M/c, Inc.
721 E. Main St.
Lewisvilla, Tx. 75057
972-43(>-6558
CONCRETE MIX DESIGN
May 25, 1999
SUPPLIER: Nelson Bros, Ready Mix, Inc.
PROJECT: Plant Design
DESIGN SPECIHCATIONS: 5 Sack-3000 psi @28 days
28 Day Strength:
Cement Content:
Slump:
Aggregate Size:
3000 PSI
5.00 Sacks, Type I
4.00" (+ or -) 1"
1.00 "Crushed Stone
I00 Sacks Total Cemen~tious Material
Mix #1
MATERIALS WEIGHTS ABS. VOL
1 Cu. Yd. 1 Cu. Yd. (CI~
Cement ASTI~,I C150 470 lbs 2.350
Coarse Agg. 1862 lbs I 1.720
Fine Agg. 1546 Ibs 9.590
Water 25 gl 3.340
Tolal Weigh| 4086.25 lbs
IF you require ~mrther information, please call (972) 436-6558.
27.00 cu.
CONCRETE COMPR' SIVE STRENGTH TEF"7
Date of Service:
Client No.:
Client:
04/02/1999
36408000
Hillwood Devciopmcnt Corporation
Attn.' Steve Statues
13600 Heritage Parkway, Suite :200
Fort Worth TX 76177
Report No.: 9903356
Project No.: 95991034
Project: Independence Parkway
Alliance Gateway North
Za01 ~ Loop 820 Norm
Fort Worth, Texas 76I 18
Report Date
08/08/1999
Services: Obtain samples of flesh concrete at the placement locations. perform required field test and cast
comprossivc strength samples.
cos'm~croa: L.H. Lacy
CONCRET~ SUPPLIER: Nelson
PLANT: Lewlsviile
SPECIFICATION REQUIREMENT5
STRgNGT!t: 3000 psi ~ 28 Days
SLUMP: 3-5"
AIR: 3 -6%
VtS-r ~mYaoo: ASTM C- 143
ASTM C- 172
'ASTM C-39
PROJECT DATA
CONC~tTg'CtASS:
rlAc'~MI~'r DATE: 04/02/1999 BATCll T!~m: N/A
TIME SAMPLED; 1:40 pm nv.. Tracy Morgan, C.E.T.
wEATI~ER CONDITION3;
· TEMFENATUR!~ (~) - A~
TRUCK NO: 222
AIR ~g~
P~CEME~ L~ATION:
M~hole ~3
Cloudy
70 F CONCRlSYE: 70 F
nCKET NO: 70289
UNIT WEIGHT (Od): N/A
$AMFLIg LOCATION: Szlmc
: REPORT OF TESTS Accu rounw-vAans:
CYLINDER MI~ASURED MAXIMUM COMPRE~IVE
MARKED $LUMP DATE AGE LOAD 8TRENI]TII
SET NO, (inchu) TESTI$D (days) (IW. fgr~) (psi)
t t 230 04/09/i999 7 136030 '~810
I 2 250 '08/30/1999 28 1371130 4870
I 3 2.50 04/30/1999 28 188430 6660
Avenge 5770
Technician Elme: 2 hours
FRACTURE
TYPE
Tethnician: Tracy Morgan, C.tLT.
Rgport Distribution:
(i) tlillwood Dgvclopmcnt C:ot'pomtion
(1) kH. Lacy Company, lee.
(1) Carter& Burgess. In~.
(I) City of Fort Worth
01AK
Pa~ I of I
I'd
~E09 6t~ ~L6 XINAQV3~ SO~ NOS"'I]N HO~J
[]
~dtt:Ot
]
· t u vtt' StVE STRENGTH
Date of Service: 03/3 l/I999
Client No.: 36408000
Client; Hillwood Development Corporation
Attn: Steve $tamos
13600 Heritage Parkway, Suit-- 200
Fort Worth TX 76177
2301 E. L~p 820 ~erth
Fert Wortht Tqau 76118
Repor~ Ho.: 99031 $7 Repor~ Date
04/29/1999
ProjeetNo,: 95991034
.Project: Independence Parlcway
Alliance Gateway North
Services.. Submittea concrete cylinders made by others - all information olrdinea by tontractor and assumed to be
correct.
01AK
CONT~CTOR: L.H. Lacy
CONCRI~TE SUPPLtER:
PLArrr: N/A
$PECIP1CATION REQUT~EMEN'rS
~: 3000 psi (~ 2S Days
SLUMP:
Tf, FF~OD:
S AMP/~. LOCATI'ON: Same
CYLINDER
MARK~
S~T ~O,
SLUMP
Ouches)
N/A
i 2 N/A
! 3 N/A
Note: Concrete was late
for the contractor and
Technician ~ime: 2 hours
Technieian: COTtlt;Z1CtOr made
Repert Di$trlbutiGn: :'
(1) HillwoOd DevelolN~ent C0q~Yta6on
( I ) L.H. I-&7 Cornparry. [no. '; '.
(I) Cafter~, 8mlgess,
( I ) C.~ of Fort .Worth
PROJECT DATA
CONCRETe. OASS'.
PLACT, MKNT DATE~.
· rxM~ s&sn, t.t~ ~/A
WEATHgR CONDITIONS:
TEMPERATURE ~ - Ant
TRUCK NO: N/A
Ant CONTENT ~A): N/A
03/31/1999 BATCH Them, N/A
sY: Contraator made
Cloudy, windy
68 tv conc~x'~: N/A r
TtCWSr NO: N/A
tn~rr Wn:TGnT (peO: N/A
, '.;' :.:.. :;7 "'.'::'
(ps0 TYPt
4760
REPORT OF TESTS
DATE AGE LOAD
TESTED ' (~eye} 6be. force)
04/07/~ 999 7 134540
04/28/1999 28 169860 60 ~ 0
04/2~/! 99g 28 180330 6380
· . Average 6200
ar=ivin9 ~o jobSlte, Technician marked c~linder molds
Tlds f~tt ~ vncl~ivcly tin* dw tt~ offlz client badjcalcd above and shall not be tepredocea except in ~dl without th= wrllgn approval of HBC Ealjnccring, Inc.
Pap I of I
~'d V~09 6L~ ~L6 XI~AQV:~::I SO~ NOS"TJN HO~J ~d~t:Ot 966t-gt--5
· / ~
CONCRETE COMPRI')SIVE STRENGTH TES'
Date of Service: 02/17/1999 Report No.:
Client No,: 29685000 l'roject No.:
9905309
94991027
· Joi Carpcntff Fray, S~ite #100
Dalhs: Texas 7~-7A7
Report Date
0~1181!~99
Client: Joe Funk Construction' Project:
Attn: Rusty Norris
1 t226 Indian Trail
Dallas TX 75.?.29-35 18
Andes Metal Processors, Inc.
202 Railroad
Lewisvi!l¢, Texas
Services: Obtain samples of fresh concrete at the placement locations, perform required field test and cast
¢ompre, sSiv¢ strength samples.
CONTRACrOR: J'oe Funk Construction
CONCRFr~ 8un'uzt~ Ntison Brow. R~dy Mi~
n~m': NIA
8PECIFICA~ON ~QUI~
STRE~TH= 3~0 psi ~ 28 Days
SLUMP: N/A '
AIR;
'r~T ~'raoo: ASTM C- 143
ASTM C- 172
ASTM C-39
PROJECT DATA"
CONCRETE CLASS: NIA
PLACli:MENT DATE: 02/'17/1999 IIA'rCU 'rIME: N/A
TIMEgAMIPLETL 10:lSam BY: Terry L. Smith
WIEATHI~R CONDITIONS: C[e, ar and warm
~EERATURE (F) - AIR 60 ~' CCINCIETE: 58 F
qfRUCK NO: N/A TICKRT NO: N/A
AIR (':ON'!'IiiNT (%): N/A UNIT WEI(|HT (Oct); NtA
PIACEMENT LOCATION:
Grade I~.tm
SAMPLE IX)CATIO N; See Ix:low
CYL[NI)iiR MEASURED
BARKED SLUMP
SET NO- (inches)
I I 5.00
I 2 5.00
5.00
5.00
REPORT OF TESTS
MAXIMUM
DATE AGE LOAD
't'ESTED (days) (Ihs. force)
02/24/1999 7 96740
02/24/1999 7 929.90
Ayerage
03117/1999 28 125,KI0
0311711999 28 122120
Average
Of building 202
technician arrived oneice,
sam~Ie for cylinders-
Sample location: 60' W, 9'N of SE corner
Note: Concrete truck ?lad poured ou~ when
~U~e~int~nd~n~ gaved a
ACCUMUIA'rIVE YARDS: N/A
COM?P-Ji:$Slvli
STRENGI~i FRACTU R~:
(psi) TYPE
3420
3290
3360
4430
4320
4380
T~chnician; Terry L- Smith
Rel~rt Di~lribulion:
(1) ice Fu~& Co~ttueticni
( L ) William ~. Bench
Started: 8:30am
Finistrod: '11:00am
HEfig~lle-
. Eugene Harbour
Vice President
This report is exclusively for Om uat, ~f tb~ ~li~at ia~¢a~ a~vg ~d shaR ~ol ~ npr~ exc~t in full wRhout ~ written ~proval of it BC E~incc~ng. Inc.
OILL Page l Of'l
VE09 6L~ ~L6 XINAQV:Fd gO~ NOg'EiN HO~J Nd~t:Ot 966t-St-5
,e~k
LANDMARK STRUCTURES, INC.
1665 Harmon Road
Fort Worth, Texas 76177
(817) 439-8888
Fax (817) 439-9001
TO: Shimek, Jacobs & Finklea
8333 Douglas Avenue, Suite 820
Dallas, Texas 75225
WE ARE SENDING YOU THE A'R'ACHED ITEMS:
LETTER OF TRANSMITTAL
Date
Attn:
Re:
6/1/99 I Job. No9802
Mr. Gary C. Henddcks, P.E.
Wagon Wheel Ranch
2.0 MG Elevated Storage Tank
Bid. No. Q 0198-03
City of Coppell, Texas
copies Spec section Submittal No.
Descdp~on
5 NCTCOG 2.2, 25
7.4 & Sheet 1
of 17
Concrete Mix Designs
· 3000 psi
THESE ARE BEING TRANSMITTED:
Information for Record
O&M Data
X Information for Engineers Approval
X Return 2 Copies
CERTIFICATION:
This information has been reviewed and determined to be in compliance with the contract documents including plans
and specifications as modified by eddenda, change orders and field orders. Any exceptions to the contract
documents are noted below.
EXCEPTIONS / REMARKS:
The attached mix designs are in accordance with the NCTCOG specifications and
contract documents.
Joe Swinnea
Wagon Wheel Ranch
2.0 MG Elevated Storage Tank
Project No. WA-96-01
City of Coppell, Texas
Submittal No. 25
Spec. Section: NCTCOG 2.2, 7.4 and Sheet 1 of 17
CONCRETE MIX DESIGNS
Mix #1 - 3000 psi
· Paving and Sidewalks
[] REJECTED ~ REVISE A, ND RESUBMIT
D SUSMIT SPECIF';ED ITEM
ChecUn~ if' cT:',V for ,.-,-.m~,-Y. c,3Dform:nce w~th th~ design
CoF~':::., {~ :;': Z~':TM -~::. :~::; ~:::r;~.~::~ Cc,;7:':~:~}c~ v,t'~*~
v/~. h :.~ 4: ? ,: , ~.~. j ;~,:] C:', ~cf:f:.d g't ~he ~Of3 site;
CONSULTING ENGINEERS DALES, TEXAS
I'
Nelson Bros. Ready Mix, Inc.
721 E. Main St.
Lewiswille, Tx. 75057
972-436-6558
CONCRETE MIX DESIGN
May 25, 1999
SUPPLIER: Nelson Bros, Ready Mix, Inc.
PROJECT: Plant Design
DESIGN SPECIFICATIONS: 5 Sack-3000 psi (~28 days
28 Day Strength:
Cement Content:
Slump:
Aggregate Size:
3000 PSI
5.00 Sacks, Type I
4.00" (+ or -) 1"
1.00 "Crushed Stone
5.00 Sacks Total Cemenfifious Material
Mix #1
MATERIALS WEIGHTS ABS. VOL
1 Cu. Yd. 1 Cu. Yd. (CI~
C~xnent ASTNf C150 470 lbs 2.350
Cova-se Agg. 1862 lbs I 1.720
Fine Agg. 1546 Ibs 9.590
Water 25 gl 3.340
Total Weight 4086.25 lbs
you require further information, please call (972) 436-6558.
27.00 cu. t~.
coNCRETE COMPR[SSIVE STRENGTH TE,r .
Date of Service: 04/02/1999 Report No.: 9903356
CUent No.: 36408000 Project No.: 95991034
Z301 F,. Loo0 820 Nort~
Fort Worth, T,xas 76I 18
Report Date
05/03/t 999
Client: Hillwood Development Corporation Project:
Ann: Stew 8tamos
13600 Herltag~ Parkway, Suite 200
Fort Worth TX 76177
Independence Parkway
Alliance Gateway North
Services: Obtain samples of fresh concrete at the placement locations, perform required field test and cast
compressivo strength samplos,
,qTRg. NGTIP.
SLUMP:
AIR:
TEST
co~rmAcroR: L.H. Lacy
CONCRETE -~UPPLIER; Nelson
PLANT: Lewisviile
3PECIFICATION REQUIREMENF5
3000 psi (~ 28 Days
3-5"
A STM C- 143
A STM C- 172
'ASTM C-39
PROJECT DATA
COSCatTgCtASS:
PLACEMENT DATE: 04/02/1999 BATC!! TIME: N/A
XIME SAMPLEn: 1:40 pm av; Tracy Morgan, C.E.T-
wtaYRER CONDmONS; ClOudy
· TEMFERA'II:IR!~ (1~ - AIR 70 F CONCRETE:: 70
TRUCK NO: 222 T/CKt'r No: 70289
AIR CONTENT (%); 2.0 UNIT WEIGHT (l~t):
PLACEMENT LOCATION:
Manhole #3
:fC~kMFLE LOCATION: Stlmg
CYLINDER
MARKED
SET NO,
MI~ASURED
5LUMP
2.50
2-50
2.50
Technician time; 2 hours
DATE
TI~STED
04/09/i~99
REPORT OF TESTS ACCtn~t~nw-v^anS: 6
MAXIMUM COMPRE~!Vl
AGE LOAD STRENGTII FRACTURE
(days) (Ih, fOr~;) {psi) TYPE
7 136030 '~S810
'Oa/3 o/! 999 28 1371130 4870
04/30/1999 28 188430 6660
Average 5770
Technician; Tracy Morgan, C.E.T.
Rcport Distribution;
(1) tlillwood Dgvelopmcnt Co~om~.ion
(1) LH. Lacy Company, Inc.
(I) Caxtcr & BurgeSs. !nG.
(I) City of Fort Wo/~h
This r~port is ~xcluaiv¢ly t~f thg u,~ of th= ~ii~at indic. at. gd abov~ ~ Shall ~0t bC rcpro~tu~(I e~.ept in full wiffiout
0IAK Pag~ l of I
L'd V~09 6L~ ~L6 XIHAGV3'a SO~ NOS'I3N HO~ HdLL:OL 966L-gt-6
· · T I
xr,, uJlvtrt : s:stVE STRENGTH TE T
Date of Service: 03/31/I999 Report No.: 9903 t $7
Client No.: 36403000 Project No,: 95991034
Client: Hillwood Development Corporation · Project:
Attn: Stev~ Statues
13600 Heritage Parkway, Suite 200
Fort Worth TX 76177
Independence Parkway
Alliance Gateway North
Services: Submittea e-,oncrctc cylinders made by others - all information olrdined by 0ontra~tor and assumed to be
correct.
coh'nuCroR; L.H. Lacy
CON~'R~. t ~, SUPPLIER: Ne[sorl
IqArcr: N/A
~ClFICATION REQIJlREMENTS
~: 3000 psi (~28 Day~
SLUMP: ~-5"
~ MKTROD:
· .. ' . '., ~.:...'~; .'.
~gs. MPI;E. LOCATION: Same
MARKED SLUMP
SET ~O. 0hobo)
I r N/A
I 2 N/A
1 3 N/A
Note; Concrete was lane
for the con=factor and
Technician nime: 2 bouts
Tedmkian: COotfactor made
RapeFt Oistributiee: :'
(I) Hillwood Development COlTh~sGon
(I)l.H. Lacyeompany.(nc~ '; '.
(I) Cattext, Begass, ire,
(I)C~ of Fon.Wotmh
PROJECT DATA
DATE
TESTED
04~07/1999
04/28/199~
04/28/1999
arr~.ving ~o
conca~.i ~
PLACEMKNF DATE:
TrM~ sAmrun: N/A
W~-ATHER CONDF~ONS:
TEMpZRAl%wRE fie). AIR
TRUCK NO, N/A
Am CONTEPrF (%): N/A
PLACtMENT IX)C, ATION:
Manhok r2
REPORT OF TESTS
AGE LOAD
(4ey:) (tim. foe)
7 134540
03/31/1999 BATCHTIME, N/A
sY: Contractor made
Cloudy, windy
68 lr concam, N/A r
mmC~jFr NO-- N/A
UNIT WEItG!~T (.~-0, N/A
AIXUMULATIVE YAR!~z 7
COMPRF2SWE
SrR~GT~
Cast)
4760
jobsite,
28 169860 6010
28 180330 6380
Average 6300
Technician marked cylinder molds
g/xlee ' 9 InC.
This re~tt ;1; vnclgively for th~ u~ ofdac clieat indicated above and shall not be rein'educed ant, ape in ~;ll T)th~ut dtc ,RTl_tf~n approval of !-fi)C F,,nlincatn6, Inc.
hV 1 of 1
CONCRETE COMPR2 ';SIVE STRENGTH TF/"
Date of Service: 02/1711999 Report No.: 9905309
Client No,: 29685000 Project No.-'. 94991027
ENGINEERIIq3, INC.
5901 Carpenter Dy, Sult~ #10g}
Didlag, Tuns 7~2A7
Report Date
0~118/!P99
Client: Jo¢ Funk Construction' Project:
Attn: Rusty Norris
11226 Indian Trail
Dallas TX 75229-3518
Andes Metal Processors, Inc.
20?- Railroad
Lewisville, Texas
Services: Obtain samples of fresh concrete at the placement locations, perform required field test and cast
compresslye strength samples.
CONTRACTOR: JOe Funk Construction
CONCRETE SUPPLIER: Nelson Bros. Ready Mi~
p~': N/A
firECIFICATION REQUIREMEMT~
STRENGTH: ~OOO psi. @ 28 Days
scu~o'-' N/A '
AIR: N/A
TET Ma~THOO., ASTM C- 143
ASTM C- 172
ASTM C-39
PROJECT DATA '
CONCRETS CLASS-' N/A
PLACli2VI~NT DATE: 02/1711999 IiATClt 'rtMg-. N/A
TIMESAMPI, ED: t0:lSam t~Y: Terry L. Snfith
WPA'I'IIR CONDITIONS: Clear and warm
TEMPERATURE (F) - Am 60 k' CONCRETE: 58 F
qrRUCK NO; N/A TICKk'T NO: NIA
AIR (':ONI'EH'I' (%): N/A UNIT WEIGHT (pd); NIA
PI.AC!,;MENT LOCATION:
Gt:~d~ beam
~jAMPLE IA)CAI'tON: ,~er, below
CYL~I)ER MEASURED
MARKF, B .qLUMP DATE
SET NO. (inches) 'rES'rED
I I 5.00 0212411999
i 2 5.00 02/24/1999
I 3 5.00 031[7/1999
1 4 5.00 03/17/1999
Sample location: 60' W, 9'N oe SE corner
Note: Concrete truck had poured out when
S~erintend~n~ ~aved a ~ample for cylinders-
Technician: 'ferry L- Smith
R~l~rt Di~ribution:
(1) William E- Bcn$on
REPORT OF TESTS
MAXIMUM
AGE LOAD
(days) (Ih.'¢. force)
7 96740
7 929.90
Average
28 125~.00
28 1.22 120
Average
Of bBildin~ 202
technician arrived onEire,
Smrttxh 8:30am
nnished: 'I 1:00am
ACC.'LrMUIATIVE YARDS: N/A
COiVlPRESSIvE
$TRENGTII FRACTUR!,;
(psi) TYPE
3420
3290
3360
4430
4320
4380
HEng~nc-
. Eugene Hathour
Vice President
This report is c3cM,s|v~ly for tim u~s efth~; ~;li~nt i,~¢~ a~v~ gd shatX ~¢ ~ ~pr~ except in full without ~xe written approval of IIBC E~inecdng, [j~c.
OlLL Page t nf.l
rE09 6t~ ~L6 XINAQV::~=I S0~9 NOS"I]N HO~ ~d~t:Ot 966L-gt-5