ST0301A-CS101104(8/10/2011) Keith Marvin -Fwd: RE: Bethel Rd- Mix design resubmittal Page 1
From: Keith Marvin
To: Nance, Robert P.
Date: 11/4/2010 2:50 PM
Subject: Fwd: RE: Bethel Rd- Mix design resubmittal
Attachments: Submittal Approval Concrete Mix Design for Bridge Rail.pdf
FYI... This is the concrete they will be using on the bridge rail on Bethel Road.
Keith Marvin, P.E.
Project Engineer
(972) 304 -3681
>>> Caleb Thornhill < bct @freese.com 11/3/2010 3:59 PM >>>
Keith,
I've attached the approved mix design for you records. Please contact me with any question you might have.
B. Caleb Thornhill, P.E.
Freese & Nichols, Inc.
214- 217 -2282
- - - -- Original Message---- -
From: Kim Entrekin rmailto:KimeCa@JRJPavinc! coml
Sent: Wednesday, November 03, 2010 1:43 PM
To: Keith Marvin; Caleb Thornhill
Cc: Dean Dumke
Subject: Bethel Rd- Mix design resubmittal
- - - -- Original Message---- -
From: Dean Dumke
Sent: Wednesday, November 03, 2010 1:35 PM
To: Kim Entrekin
Subject: FW: Fwd: Bethel Rd
Kim,
Can I get you to send this email to Keith, Coppell, and Caleb, F &N, and cc me? Please ask Caleb to get to Tony Diaz also.
Thanks,
Dean
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LMC
Lattimore Materials Company
15900 DOOLEY ROAD
ADDISON TX 75001
(972)221 -4646 (main)
(972)221 -9647 (fax)
R eady Mix Co ncrete Mix Design
Date: 11/02/10
Client: NORTH TEXAS BRIDGE CO INC
Project: BETHEL ROAD
COPPELL
Materials: Cement. ASTM C 150, TYPE fill
Coarse Agg.: ASTM C 33, 314" - #4
Fine Agg.: ASTM C 33, CONCRETE SAND
Admixtures: ASTM C 494, TYPE A OR D
ASTM C 260
1.0 Cubic yard by weight - SSD
Uso
Mix Number
Strength @ 28 Days
BRIDGE RAIL
3069 (6.5 SK, WR, AIR)
4000 psi
Cement
Coarse Aggregate
Fine Aggregate
Water
Admixture WATER REDUCER
AEA
Total Weight
Unit Weight
wlcm Ratio
Fly Ash Replacement
Maximum Temperature
Slump
Entrained Air
611 fibs
1800 Ibs
1403 Ibs
245 lbs
24.4 ozs
4.0 ozs
4059 Ibs
ryL
rs $Mp Jjfao nog etas b"n rev ie+aed 174 litv Contractor and
, %%( - l ed to he .n strict c,0r forrrqrkcc wcth ft Contract
ftnts as modified by addeLada, change orders R111411 fut#d
or crs. Deviations can only be VprorcJ h'1+ I`LeW Order or
ApptDy21 to or;ly lur cGnf0fMW%'c with od
gn caaccept of the pro,ec' ;LYlkl eompldl WC "ith IIIP ritdrsl
�nformati.5m gis,zn in the contract woo M6
CU(WaclCM' 13 rC91K )R5Lbiti f or d4mCn510 as In be CMMININd 111111
comkMed at tht job 3410 for mforim.non [hU pullorim wl.lr
ter ft flibrK-111 n processe# or to tOCitrL qU" GTGVMrUCW"—
acid for the %vffk 13T oil Ir#rlee_
},ppravcd P Not Approved
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D4ate:
LMC has no knowledge or authority regarding where this mbdure Is to be placed, therefore it is the direct responsibility of the Purchaser. the design
architect or design engineer, and or contractor to Insure that the above designed mixture parameters for compressive strength, mixture proportions or
ratios, and other required performance parameters are appropriate for the anticipated environmental, durability, cr usage conditions In ACI 318 Chapter
4 and/or relevant local building codes.
LAC warrants the supplied ready -Lnix concrete mixture designs which LMC guarantees will achieve the specified compressive strength, of other
perfonmence properties of the cancrele= stated In the Ccatran Documerd9, as were made available at the time of quutalion, when teslsd and ua IM
in accordance with ASTM C172 -99, ASTM C31IC31M -03a (Including proper initial coning as per Section 10.1.2), ASTM C39IC39M -M, ASTM
C941C94M -07, or other standard test methods indicated in the Contract Documents that were necessary to verity the additional performance properties
of the concrete, and when the recommended procedures for placement and curing of the in -place concrete, or those specifically outlined In ACI
305R -99 and ACI 306R -83 are followed, g and when necessary. AdditionaUnformatien cart be found in the Limited Wariardy for Ready Mix Concrete.
In acdomdarlce with ASTIR C94IC94M•07 Section 4.6, Lattlmore Materials Company shall receive all copies of testing reports, and they should be
forwarded to our (duality Control Department (fax 972- 221 - 9647} as soon as available. Fadure to forward reports in a timely fashion can delay response
time in dealing with concrete concertos as well as ftthrre project submittals.
This mix design submittal, price quote. or material specific inform ion (aggregate properties, grading, material composition, or other Information
regarding materials manufactured by Lattimore Materials Company) is pmprletary and oonfidentiat and r to be sbared or trarismltted in any norm to
any person or organization that is not expressly authorized In writing by a designated cf idial of Lattimore Materials Company. Any unauthorized person
or enfly in pion of this info maWn will be prosecuted to the tritest extent of the law.