SC-CFBISD Riverchase-CS 990804Lo a cl
REDWOOD
THIS WILL CERTIFY THAT T~E REDWOOD ~XPANSION JOINT FURNISHED .BY
THE LOFLAND COMPANY, IS $2S SELECTED MERCH HEART CONSTRUCTION
REDWOOD, OF LOW DENSITY AND OF S~CH TEXTURE AS WILL MEET THE
REQUIREMENT O~ ADEQUATE COMPRESSIBILITY AND SATISFACTORY
RECOVERY AFTER COMPRESSION.
THE LOFLAND COMPANY
O £XC[PT]ON
DAL-MAC CONSTRUClqON CO.
GENERAL CONTRACTORS
SHW GROUP
ARCHITECTS ENGINEERS pLANNERS
CheCdncj is only for conlorrrmnm wi~ the ~sion con~:.~:.ot
~t tho uroiect. Conlractor is re~nsible lot ~ir~ic~ L)
b~ c~i~'med and ~rreMted at the iob site; lot in~orm~iiu~
tha~ ;,,~;t3~ns solely to the fabrication processes o~ to
tech~.~t~s et construction; a~ for coo[dination ¢ the
wor~: c~ all t~ades. This d~s not relieve the contracto~
fro~ c'c,~ ~p]~nce with the ~nt[~t documents.
~ No Fxceptim~s ~ Make Cor[~ions N~ed
: ~ ,' // ~: ~;, ', ,,
1341 West Mockingbird Lane · E)ailas, Texas 75247 · 972.6-:'7.6700 - www,txi.~-2m
June 30, 1999
JRJ Paving Company
P.O. Box 59934
Dallas, TX 75229
Attn: Marty Murphy
RE: Riverchase Elementary
McArthur & Starleaf
8273
The attached concrete mix design utilizing the appropriate ASTM
C-33 or ASTM C-330 aggregate is proposed for use on the above
referenced project for ready-mixed concrete to be furnished by
TXI.
To ensure that the correct mix is delivered to your project,'
please order by the mix design number which appears in the upper
left hand corner of the mix design.
Texas Industries certifies that the above mix design, when
ordered by specified design identity, and delivered by TXI, will
meet or exceed the indicated design strength at the designated
age when tested in accordance with the applicable and current
ASTM Standards C 31, C 39, C 78, C 172, C 293, applicable
provisions of C 94, and evaluated in accordance with applicable
provisions of the ACI 318 Building Code.
TXI would like to be included on your mailing list to receive all
test reports. ASTM C 94 entitles a manufacturer to receive
copies of all test reports when strength of concrete is used as a
basis for acceptance.
Contact us if you have any questions or require any additional
information. Please notify TXI of approval of the proposed mix
design prior to its use. Failure to notify us prior to first
placement shall constitute acceptance. To ensure that the proper ·
mix design is ordered, please send a copy of this letter, after
approval, to the above referenced project to be used by the
person ordering the concrete for this job.
Sincerely,
TXI Operations, LP
Reedie Stone
Customer Service Representative
Mix #: 8273
Description: 5.50SK ADMIX/AEA
Strength: 3500 psi @ 28 Days
PAVING
Maximum Coarse Aggregate: 1" - #4 CRUSHED STONE
Maximum Water/Cement Ratio: 5.64 gal/sack or 0.499 lbs/lb
Cement/Cementitious Content: 5.50 sacks (per cubic yard)
Maximum Placement Slump: 4.00 inches
Air Entraining Agent: ASTM C-260
Admixture: ASTM C-494 Type A or D
MATERIAL QUANTITIES PER 1.0 CUBIC YARD AT S.S.D
517 lbs. ASTM C 150 TYPE I CEMENT/
1840 lbs. 1" - #4 CRUSHED STONE
1312 lbs. CONCRETE SAND
258 lbs. or 31.0 Gallons of Water
2.0 to 4.0 oz/cwt of ASTM C-494 Type D
Specified Air Content: 3.0% - 6.0%--'
Placement Slump: 3.0W' + or - 1.00 inches
PUMPING NOTES / RECOMMENDATIONS
2.
3.
4.
5" minimum diameter lines with no reduction to smaller
lines.
Keep rubber hose to absolute minimum length and plan pipe
with as few 90 degree angles as possible.
Samples for slump and strength tests should be taken @
discharge end of hose for strength guarantee to be valid.
To prime pump lines, a minimum of 8.0 sack grout should be
used for lubrication. In the case of strength concrete,
equivalent strength grout should be used if the grout
remains in the placement.
Pump mixes are based on minimum cement content pumped at
ground level. As pump line increases in length or height
and/or layout configuration changes, additional cement may
be required to assure strength and pumpability at additional
cost to the contractor.
TXI cannot control, and is therefore not responsible for
excessive loss of entrained air content when loss occurs as
a result of boom configuration or free fall discharge from
hose. To ensure minimum air loss when pumping, maintain a
continuous flow of concrete through the entire length cf
pipe and do not subject concrete to free fall.
The term "pumpable concrete" refers to concrete which is
capable of being transported through an apparatus which
forces concrete to the placing position through a pipeline
or hose as long as the recommendations indicated above are
fOllowed. The term "pumpable concrete" does not relate to
concrete proportioned in a particular manner or containing a
specific type of product.
Unless otherwise indicated, when the concrete'temperature at
point of placement exceeds 90 degrees Fahrenheit, TXI will
guarantee the strength performance of the mix design(s) herein
submitted up to a maximum placement temperature of 100 degrees
Fahrenheit using an ASTM C 494 Type D retarding water-reducer, as
long as the concrete is placed within 75 minutes from batch time.
Unless otherwise indicated, strength of plain concrete guaranteed
up to a maximum placement temperature of 85 degrees Fahrenheit.
We are enclosing all available back up data for the referenced
mix design(s). If the strength information is not available, or
is insufficient, confirmation tests may have to be conducted by
your laboratory.
Strength of lightweight mix designs valid provided strength
specimens are cured in accordance with ASTM Test Method C 567, as
referenced in section 8.1 of ASTM Specification C 330.
Date: 06/30/99
TEXAS I~DOST~IES
CONCI~ETE DESIG~ EVALUATION
** Statistics Compiled From Independent Laboratory Test Specimens **
Mix Number: 8273 Strength: 3500 ~si @ 28 Days
28 Day Test Data
Test Plant
Number Date Number
1 10/09/98 31
2 10/13/98 46
3 10/19/98
4 10/19/98
5 10/23/98 38
6 10/27/98 41
7 10/27/98 41
8 10/27/98 41
9 10/27/98 41
10 10/30/98
11 10/30/98 41
12 10/30/98 41
13 10/30/98 41
14 10/30/98 41
15 11/04/98 46
16 11/25/98
17 11/25/98
18 12/03/98
19 12/31/98 31
20 12/31/98 31
21 12/31/98 31
22 01/08/99 31
23 01/08/99 31
24 01/08/99 31
25 01/08/99 31
26 01/08/99 31
27 01/08/99 31
28 02/04/99
29 02/04/99
30 02/04/99 46
*** Averages ***
Temperature
(Fahrenheit) Placenent Percent ......... 28 Day ........ Cumulative
Ambient Concrete Slu~p(in) of Air PSI 1 PSI 2 PSI Avg Average
64 74 5.?5 N/A 4220 4050 4135 4135
76 86 4.00 N/A 4300 4130 4215 4175
80 5.75 4.0% 4910 4800 4855 4402
79 5.50 3.9% 4910 4910 4910 4529
70 74 5.25 5.0% 4530 4610 4570 4537
65 71 6.00 3.9% 4810 4520 4665 4558
64 71 5.75 4.1% 3820 3790 3805 4451
65 71 6.00 4.1% 3690 3550 3620 4347
62 71 6.50 4.2% 4680 4450 4565 4371
81 5.00 4.5% 3780 3940 3860 4320
74 84 5.00 N/A 4590 4520 4555 4341
78 85 4.75 N/A 4600 4590 4595 4363
74 83 5.50 N/A 4470 4460 4465 4370
71 79 7.50 N/A 4440 4380 4410 4373
61 72 4.75 N/A 4850 4710 4780 4400
70 5.50 4.7% 4340 4420 4380 4399
78 5.00 2.9% 4320 4590 4455 4402
78 5.50 4.0% 5140 4980 5060 4439
53 62 6.50 N/A 3830 3730 3780 4404
45 54 6.00 N/A 4250 3660 3955 4382
40 53 5.00 N/A 4640 4490 4565 4390
44 60 5.25 N/A 5770 5300 5535 4443
-44 62 5.75 N/A 5410 5700 5555 4491
47 60 5.50 N/A 6100 6340 6220 4563
49 61 5.75 N/A 5430 5620 5525 4601
49 61 5.50 N/A 5720 5550 5635 4641
47 63 5.25 N/A 5320 5080 5200 4662
65 70 4.50 N/A 4280 4470 4375 4652
68 75 4.00 4.3% 5090 4980 5035 4665
70 69 5.50 N/A 5030 5140 5085 4679
60 71 5.45 4.1%
Mo~;ing
Avg of 3
4402
4660
4778
47!5
4347
4030
3997
4015
4327
4337
4538
4490
4552
4523
453~
4632
4432
4265
4100
4685
52!8
5770
5767
5793
5453
5070
4870
4832
Range
170
170
110
0
80
290
3O
140
230
160
70
10
10
60
140
8O
270
160
100
590
150
470
290
240
190
170 '
240
190
110
110
COMMENTARY OF STATISTICAL EVALUATION OF CONCRETE DESIGN RESULTS
Mix Num: 8273
Strength: 3500 psi @ 28 Days
Paragraph 5.5 of ACI 318-95 provides that as data becomes
available during construction, the amount by which (F'cr) must
exceed the specified value of (F'c) may be reduced, provided:
(a) 30 or more test results are available and average of
test results exceeds that required by Section 5.3.2.1,
using a standard deviation calculated in accordance
with Section 5.3.1.1, or
(b) 15 to 29 test results are available and average of test
results exceeds that required by Section 5.3.2.1, using
a standard deviation calculated in accordance with
Section 5.3.1.2.
The required average compressive strength has been calculated
using a standard deviation calculated in accordance with
ACI 318-89 Section 5.3.1.1 or Section 5.3.1.2 and is the larger
value of these calculations:
F'cr = F'c
= 3500
= 4330
F'cr = F'c
= 3500
= 4443
+ 1.34(SD)
+ 1.34( 619.2)
+ 2.33(SD) - 500
+ 2.33( 619.2) - 500
SUMMARY OF STATISTICAL ANALYSIS
28 Day Test Data
Number of Tests .......................... 30
Maximum Value ............................ 6220 psi
Minimum Value ............................ 3620 psi
Range .................................... 2600 psi
Average Strength ......................... 4679 psi
Standard Deviation ....................... 619 psi
Required Average Strength to satisfy
minimum probability conditions of
ACI 318-89 Section 5.3.2.1 ............... 4443 psi
Design excess beyond code requirements... 236 psi
M.._.._ iDLOTHIAN CEMENT PLANT
245 Ward Road · Midlothian, Texas 760~,5 · 972.775.3449 · www.txi.com
Bin Number j
Car Number I
Tons t
Date of Samplin9 IADri11999 Monthly Average
SPECIFICATIONS
Portland Cement
Type I/tl (Low Alkali)
A.S,T.M. C150-97
I I TEST
SPECIFICATION RESULTS
CHEMICAL REQUIREMENTS - ...
Silica Oxide, Minimum Percent J 20.0 20.5
Alumina Oxide, Maximum Percent t 6.0 4.:
Iron Oxide, Maximum Percent 6.0 4.0
ASTM
Magnesia Oxide, Maximum Percent '
6.0
SO3 (C3A less than 8%), Maximum Percent
Loss on Ignition, Maximum Percent
3.0
Insoluble Residue, Maximum Percent
0.75
Tricalcium Aluminate, Maximum Percent
8.0
OPTIONAL CHEMICAL REQUIREMENTS
1.2
3.4
0.8
0.13
4,0
Total Alkalies, Max. % (Na20 equiv.)
PHYSICAL REQUIREMENTS
Specific surface, Blaine Minimum (m2/kg)
Gillmore, Initial Set, Minimum (Minutes)
Gillmore, Initial Set, Maximum (Minutes)
Vicar, I Minimum (Minutes)
Initial Set I Maximum (Minutes)
Air Content, Volume, Maximum Percent
Autoclave Expansion, Maximum Percent
3 Day Minimum Compressive Strength, MPa (psi)
7 Day' Minimum Compressive Strength, MPa (psi)
STATE OF TEXAS
0.60 0.4:
280 I 341
6O I 157
600 279
375 89
0.80 0
12.0 (1740) I 24.5 (3547
19.0 (2760)I 31.2 (4526)
ELLIS COUNTY
J.R. Owens , being duly sworn deposes and says: that he is Quality and
Distribution Services Manager of TXI Midlothian Cement Plant, who prepared the above report of tests
and that the same is true and correct.
a/d sworn to before me this 17[h day of May, 1999.
Subscribed
Notar~ Public Qu¢/y and Distribution Services
IVlanager
See ASTM O150 Table 1, Footnote B. ~J-/~,,¢~'"~~----, K. '"'C.'"- ~" COF,..E R""'"'
.~ i.f'~'"'~.'~ NOTARy Pt.,rDLIC
~ t-2,, ~ !23 STAT~ or
Concrete Products
W.R. Grcce & Co.
2001 Ecs; Rancol Mill, Suite ,' 115
Arlington. TX 760t t
Januaw 8,1998
(8t7)
(817)
Texaslndusbies, lnc.
Dallas, Texas'
Gentlemen:
This is to certify that DARATARD-17, a water-reducing set-retarding
admixture, supplied by the Construction Products Division, W.R. Grace &
Co.-Conn., is formulated to comply with Specifications for Chemical
Admixtures for Concrete, ASTM Designation: C.-494, as a. Type B & D
admixture; and the Standard Spedfications of the Texas Highway
Department.
No chlorides or halogens are added to DARATARD-17 as functioned
ingredients during manufacture.
Material supplied for the above referenced project is identical in all respects,
including concentration;lo'the One originally-'submitted-to"and-approved by--'
the State of Texas, Dept. of Transportation.
The above is in addition to and nof~ in substitution for our standard Conditions
of Sale printed on the reverse side hereof.
Sincerely,
Tom C. Henson ........... :
District Manager
Subscribed and sworn to, before me,
this 8th day of January, 1998 A.D.
Lorene B. Rase, Notary Public
In and For the State of Texas
We hope the Inf~'mation given here will be helptul. It Is I::x~sed c~ our best knowledge. ~ we believe II to be true and accurate. Ple<=se read oil statements.
reccmme~,4~lloe'~s cx suggestions herein In c'c~Juctlon wllh o~r ooc.~tk:x'ts el sc=ie .w'nlch ap~y Io all goods sup*piled by .,.is. We ~s~rne 1",o resf:x:J~"~blllly for ~ use
~ ~ese stmements, recommendations, or sugges?,ens, nor Oo we tnlend them as a recom~,endatlon for any use which wo~ld InJdnge an'/patenl cx copyright.
Grace Construction Products
W.R. Grcce & Cc:.- Ccr.",
4323 Criles S~ree!
P.O. Box 2585-77252
Houston, TX 77003
December 16, 1998
Texas Industries, Inc.
1341 West Mockingbird Lane
Dallas, Texas 75247
Gentlemen:
This is to cert~F/that WRDA with HYCOL, a water-reducing admixture, as
manufactured and supplied by the Construction Products Division, W.R.
Grace & Co.-Conn., is formulated to comply with Specifications for Chemical
Admixtures for Concrete, . ASTM Designation: C--494, Type A (AASHTO
M194, Type A).
WRDA with HYCOL does not contain calcium chloride or chloride containing
compounds as a functional ingredient. Chloride ions may be present in trace
amounts contributed from the domestic water supply used during the
manufacturing process.
The above is in addition to and not in substitution for our standard Conditions
of Sale printed on the reverse side hereof. .
<~~cerely,
Tom C. Henson
District Manager
Subscribed and sWOrn to, before me,
this 16th day of December, 1998 A.D
In and For the State of Texas
W~ hope Ihe in!ormotion given here will be helpful. II is based an our best knowedge, cnd we believe ir Io be true and occur,ate. Please reed cfi s:a!emen~s.
recommendations.or suggestions herein in conjunction wilh out cor:.difions of sc!e which apply to oil g~ds supplied by us. We assume ~o respons;5[l;h/Jar ~he use
o~ ~hese s:a~emen~s, recommendations o~ suggestions nor do we ~tend ~hem cs recomme~dc',,on far any use wh,ch would in~ringe any pcrem or cz:,/? ~.
Grc~c~ Construction Praduds
W.R. Grace & Ca.- Ca,'m
4323 Crime; S:reer
P,O. Box 2585-77252
Houston, ',%( 77003
August 18, 1998
Texas Industries, Inc.
Gentlemen: --
This is to certify that Daravair 1000, an air-entraining admixture, as
manufactured and supplied by the Construction Products Division, W. FL Grace &
Co.-Conn., is formulated to com~)ty with Specification for Air-Entraining
Admixtures for Concrete, ASTM'Designation: C260 (AASHTO M154).
Daravair 1000 does not contain calcium chloride containing compounds as a
functional ingredient. Chloride ions may be present in.trace amounts contributed
from the domestic water supply used during the manufacturing process.
Material supplied for the above referenced project is identical in all respects,
including concentration, to the one oricinally submitted to and approved by the
State of Texas, Dept. of Transpo~atio~.
The foregoing is in addition to and not in substitution for our standard Conditions
of Sales printed on the reverse side hereof.
Sincerely,
Tom C. Henson
District Manager
Subscribed and sworn to, before me,
this 18th day of, August 1998, A.D.
rah 28 2000
Lorene B. Rosa, Notary Public
In and for the State of Texas
We hope Ihe iN/orm¢Iion given here will be help[ul. I~ is based on au' best .~now]edce. and ',,','e believe ii la be true ,and ¢ccu:a!e. Ptease read ¢[I statemenls.
reccmmendcr;ons,or sugges:,ans herein in coniuncllon v,,'ilk our car"4 :.ens o~ s¢:e ,.,h;~h apply ro all goads suC~=;:ed b'! us. We assume no respanslbil;~y [or Zh, e use
o¢ ,:'ese s~aremen:s re_-~',rnmen~',! c,-':s c~ s.,~esr,ons nor ~'` '~e :ere,-' rke"'n cs ,ezc'-~e'*dz.' .:n ;a, '.",,, ,;':e [.,"' -- ...':.:',~ -:"-ze ':-. ::'e~' ';' :::,,r~:'.'
Date: 05/03/99
Size: 57
Project: ..... ALL TESTS .....
TEXAS INDUSTRIES
QUALITY CONTROL DEPT.
AGGREGATE SIEVE ANALYSIS
Production Facility: BRIDGEPORT
Grading Designation: ASTM C-33 1" -#-4.
Sample Location:
SIEVE CUMULATIVE I CUMULATIVE CUMULATIVEI REQUIRED SPECIFICATION
SIZE WT, RETAINED % RETAINED % PASSING % RETAINED % PASSING
1.5" 0 100 0 100
1.0" 1.72 98.28 0-5 95- 100
~" 17.46 82.54
~" 55.43 44.571 40-75 I 25-60
3/8" 79.30 20.70
¢4. 97.20 2.80 I 90 - 100 0 - 10
#8 98.83 1.17 95 - i'00 0 - 5
#10
#16
#3O
#-4O
#50
#100
#200 99.13 0.87
PAN WT.
Decant .89%
100% of tests: 151 Size: 57
PLANT: BRIDGEPORT Job:
...... ALL JOBS .......
Date: 04/30/99
Size: 33
Project: .... ALL TESTS
TEXAS INDUSTRIES
QUALITY CONTROL DEPT.
AGGREGATE SIEVE ANALYSIS
Production Facility:
Grading Designation:
Sample Location:
RED RIVER SAND
ASTM C-33 FINE AGG.
SIEVE CUMULATIVE CUMULATIVE CUMULATIVE REQUIRED SPECIFICATION
SIZE Wq'. RETAINED % RETAINED % PASSING % RETAINED % PASSING
2.0"
1.5"
1.0"
3/8" .47 99.53
#-4 3.13 96.87 0 - 5 95 - 100
~8 13.32 86.68 0 - 20 80 - 100
#10
#16 24.84 75.16 15 - 50 50 - 85
#30 43.05 56.95 40 - 75 25 - 60
#40
#50 75.92 24.08 70 - 90 10 - 30
#100 95.66 4.34 90 - 98 2 - 10
#200 99.43 0.57
PAN VVT. 2.56 Fineness Modulus
M.C. 9.9%
Decant .61%
S.E. 91.05
100% of tests: 29
Size: 33 PLANT: RED RIVER SAND Job: ....... ALL JOBS ......
SHW GROUP
ARCHITECTS ENGINEERS PLANNERS
Ch. eck~,ng i~ or, iy for conlormar~ce with the design
ol tr, e p[aj~L Contractor is responsible lot dimensir, n~
be ,~ni~rrned ~nd correlated at the lob site, for in,or~,.,:n
.... ~es~eS v t0
tha~ ~erlains solely to the labri~hon p,~ .....
tech~'{~'~u~s of construction; and for cooraination o~ the
wo~: c;'~ a~! trades. This does not relieve the contractor
l[0rl~ ~;9¢r~p~[~(:9 with t~ contract d~uments.
~ No E~ce~tk, ns ~ Make Corrections Noted
DaLe: ~ / / / BY:~~ -
~-28-~999 ~:CgAM FROJ~L~CHEMICAL LI~E 8~7282~V-76 ~, P. 2
. Chemical Lime
A l.h~ist Group Cornp4ny
June 28, 1~)9
JR}' ?avm~, lac.
11359 I<lin~ Drive
DalLas, Texas 75229
We hereby certi~ that ~e Type B Commercial L/me Slurry manufa~ and sh/pped by Chem/cal L/me
Comlr~ny to JRJ Paving for Coppell ]SD, R/v~..hase Elementry, w/Il meet the Texas H~ghway
Depa~'t~,enF~ Item # 264 as determined by Teat lV~od Tex-600-~, "T.ime TeaQng Procedures".
Typical Chem/~al Analysis
Ava/iable Ca(OI--r)z
Unslaked Caldum Oxide
Free Moisture
Ca/c/tun Carbonate
87% min/mum
3% maximum
3%' maximum
5g maximum
2% maximum
No, or,[ I~bllc, Sta~e of Texas
1~ C~ Expires
Chemical Lime Company
P.O. 8ox 35
Hurst. Texas 76053
Phone: (877) 258-t 788 flax: ,,'8~ 7) 282-7 77~
06-~D-t99.~ 1.3: ~ 8176~6~749 I-'~¥1,,,~RD BAKER P--T,b,~DRTH p. ~
MATERIAL SAFETY DATA SHEET
SECTION I -- NAME AND FRC~aUGT
ICCI UNlgI0
SECTION Iii -- PHYIIICAL AND ¢HEMIG,I,L DATA
AplxIrenGe led Oder:. W~lti iollct; Qclarle~& High Calcium Lime le ~,-lllible aa a pel3131e ~4'~1/4"), l~lrm~ (-1/,L'~, or · mi~,(lurl
Me(ting Point: 4~711'F/'~'C Plz~lcie 8peotflc GraviS:
a~ltng Faln~ 51~FI~C Water Salublll~
V~r Pma~ ~A Temp. 8otubiil~ Solubtll~ pH (s~d sot'n)
V~er ~1~ ~A 0~ 1.~ g C~il 1~ g ~ ~l 1~.42
% V~fl~ ~ V~: ~A ~ ~ 1~ 11.71
8oiublllty In Al~hol: NAIi~ ° 100~¢ 0J4 ~.71 --
8alublllty In other aalverlfll: CaJelum Oxide riictm wttll Kids, farming ¢aiolum ,alta whlah m·y 13e aolut31t
6ECTION IV -- ~ AND EX~.OIION HAZARD DATA
Fire Fighting Pmt~edume: In lirge imount~, lime in (entice with water, ~ or ~, wilt ~nemti ~ilde~le h~t,
st~ ~fl~ulnflin~ m~lu~ We~ ~f~n~ b~nq ~mt~ ~p~ ~ NIO6H. Petit ~II ~ ~UIL
RMhpoi~ Nat ~~le ~~ Umt~ ~A ~ti~lmalng ~1~ Not ~ie ~al~ ~ml~ NO~
S~N V -- ~ ~T A~ ~ M~AL DATA
~Wng .~lao~ II roUGh ~ ~ fl~t ~d ~ InJu~. aM ~.n VIII W.
Eye Oanm~
lktn Contact:
RefTmve from ex, amuse to duet ~d get pmml3t medical help. - u~ler e/eik~. Get
~h eylm ImmeOlaM~y wltll running water fca, la minutel, In~tudll~g
· Regulated an II-ti: OSHA :ZtK3FR lg10, subl3e't Z::.ACQIH,HHe/NTP & IARC. '*NAIF--No Applicable lrrl~rmlflon F~fJr~l
86--~-~-995 15:01 8176262749 MAYWAP. D 8AK~.~I F'l' .WORTH P.
IPII~IAL. RIFIRIN~'~I LIME HAJiOLIN(~, ,&J"PUOATIO& AND IITORAIaE, Nitlqnli Umm Al~o~l&tlor~ It~fetln
A~ln<l~ml, VlrglfllL
GENERAL CONTRACTOR
PROJECT: Riverchase Elementary School
590 S. MacArthur Blvd.
Coppell, TX 75019
PROJECT # 19915
DALMA C CONSTRUCTION
ARCHITECT/ENGINEER
SHW GROUP
A CHiTECTS ENGINEERS PLANNERS
Ch~;kir~ is or,Iv for conlormance with the design concept
oi thc pro!ect. ~,ontfactor is [esponsibte lei di~nsions to
th~ o~t~bs solely to the labdcation pm~sses O[thetO
w~; 9~ a~! tra~es. This does not Tetieve the contractor
t[o~ compliance w~th the contract docu~nts.
~No Exceptions ~ Make Co,ructions Note~
Dale:_ ~ , · '
[~ Re~ a.nd Resubmit
CHAPTER I
MATERIAL SPECIFICATIONS
FOR REINFORCING BARS (Cont.)
MECHANICAL REQUIREMENTS FOR STANDARD ASTM DEFORMED REINFORCING BARS
Type~f Steel Bar Gmde~ Minimumz Minimum Minimum I~errla~e C;Id Bend ~s ' --
and ~ N~. ~e~. T~iia 8on.on Pin O~m~
~i~on Ran~ ~ ~, in 8 in. (d = nomiml d~
~ ~ sD~imen)
~ill~-S~l ~6
A615
3-~ [, 60 ~,OCa ~0,000
[4, [8 ~7.
75,~
75
Rail-~t 3-11 50 ]O.0~ J
A616
, ..~8. ~9, $10, ~I I .......... 5 ~r SI'... ............. 3~
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DEFORMATION REQUIREMENTS FOR
STANDARD ASTM DEFORMED REINFORC lNG BARS
I Maximum Minimum
Size Average Average Max/mum:
No. Spacing Height Gap
3 o.2~sz' o. ozs' o.~,~..~'
4. 0.350" o. o2o' a.].~7.-
S 0.4,37- 0.028' a.23g'
5 o.525- 0.038- o.2se'
7 a.5i~ o.o4~- o.~4'
8 0.7oo- 0.05o- 0.383-
9 0.790' 0.056' a.43t-
10 0.889' 0.064" 0.487"
11 0. 987' 0.07 l' 0.540'
14 1.18b-' 0,a85' .0.658'
18 1.58' O. 102' 0.864'
:C~mcl m' 1 Z 5% ~ nemim31 I~dme~.
CHEMICALCOMPOSITION REQUIREMENTS FOR STANDARD ASTM DEFORMED REINFORCING BARS
Ty~e o~' Steel ~Jement
and A~TM Ca~ Ma - -
Billet-Steel 1 I X i X J
A6i5 ~ I o.oe~ j
3 0.~% L56% 0.~3% 0.053% 0.55%
TOTPL P. 02
SHW GROUP
ARCHITECTS ENGINEERS PLANNERS
Choking is only for conformance with the design concept
of the project. Contractor is responsible for dimensions to
be confirmed and correlated at the job site; for information
that pertains solely to the fabrication processes or to
techniques of construction; and for coordination ol the
work ot all trades. This does not relieve the contractor
from compliance with the contract documents.
D~a ~:xo Exceptions [] Make Corrections Noted
cep_ticns_ ~ojlld,,,, [] Rev,,~,an,~esubmit
Provides an
excellent wax-base
cure for interior
and exterior,
horizontal and
vertical concrete
surfaces, not to be
finished later.
SEAL~GHT 1300-CLEAR
Wazer-Emulsion, Wax-
Base Concrete Curing
Compound is an
excellent cure for
interior and exterior,
horizontal and ve~cal
concrete surfaces. When
properly applied, it
provides an impermeable
seal which optimizes
water retention.
WATER-EMULSION, W -BASE
CONCR RINI3 COMPOUND
.,~..:-:.. .. ~.r.~'. ..
1300 tums de~r when dry.
Techni~l Description
SEALTIGHT 1300-~:t.~.~,, Wamr-
Emulsion, Wax-Base Con(mm Cudng
Compound, when properly applied,
provides an knpezmeable seal which
optimiz~ water retention, 1300-
CLEAR is a ~ue water-emulsion
material produced in compliance with
VolaMle Organic Compound (VOC)
content limits, as required by Air
Pollu~on Control Regu{afions on
Lass ~an 1,0 ~Jga.; (120
grams/Ikar). SEALTIGHT Wa~zr-
Emulsion Cures are so unique zha:
they am careful by Patent numb~s
4,455,319 and 4,435,$63.
Uses
130(~CLEAR is used on both interior .
and exterior, ho~-oncal ar ve~cal
concrem applications, where
subsequent surface tmatment~ w~ll
not be applied.
Packaging
s Galien (~8.g3 Li~ pals
55 Gallon C208~.0 LJ'tef) Drums
275 C~lon (1040.gg LJmr) Mini-Bulks
* DRYING TIME...Depends on wea~er
condi~_ons and coverage, but wifl
gene~/d~ in 1 haut. P,~-uic~ foot
~raffjc fo~ at least 4 hau~.
· FLASH POINT,.,GI~ltIr than 210eF
Specifications
WATER-EMULSION, WAX-BASE
CONQ 'TE CRJRING COMPOUND
Advantages and
Benefits
· When properly applied, it
providel an impemmeab{e seal
whic~ apdmi~s water rem. nt~on
m~e watee.emuLsion compound
· Produces hard, dense concrete...
minim~es hair-checking,
~ crating, dusting and
· Enhances the func~onal
'sealing in' the performance
assets of sb'ength and Gong life
· Offees a compressive
slmm3th significantly greater
· Inaea~ w~'le stmng~ far
gmamr resistance za cracking
and surface crazing
· Resists abrasion and corrosive
~ of salts and chemicab...
miramizes shrinkage
, Aogti~ qu~ a~ easily wit~
~1, commercial spray
equil~nent
Application
pR~PARATION..Applicetion
ecluipment must be dean and free
of any predou.~ ? mamrJab.
MIX~IG.,.DO NOT MIX ~WATER-
EMULSION' COMPOUNOS WITH
ANY COMPOUNDS CONTAINING
SOLVENT.
METHOD OF A~PUCATION...May
be ~rayed on in one even
~ a hand or ix~ver spr~er as
soon as the surface wa~
dlsappea~ from horizontal
concrete surfaces. On ver~cal
surfaces, spray on pmm~y afmr
the forms are removed. Use a
Chapin 800S spray I~p t~at
produces a ~ of % gallon (1
liters) per minute under 40
(~276 MPa) of pres~um-
COVERAGE...A~pmximamlY 200
sflgalJon (4.g rnMi~er).
CLF. ANUR..Applicadon equipment
may be cleaned easily wi~
and water.
Application Tooi
Manual Sprayer
Power Sprayer
l~,eea~om
oo nat apply when the tempe~q, re af the conct~e is less tj~an
40~ {4'C). DO NOT MIX WITH ANY COMPOUNDS CONTAINING
SOLVENT, DO NOT ADO OR D~LUTE WITH ANY OTHER
COMPOUNDS, KEEP FROM FREE2~NG. Oa not use on conczete
surfaces where paim, 'ale or other lzeatmen~ mql be sulasequently
agprmcL Read end folksy- application informa~on, precau'dor~ and
Mataflal Safety Data inf~rma~on.
To assLsz you in the spedf:
*this product, Guide SpeC~i
am avala~te ~raugh you
SEALTIGHT Dist~u~r, or
W. R- Meadows, Inc. dire.
pllOne: 1.SOO-a&2-sg;