WA9301-SP 970923City of Dallas
Date: September 23, 1997
To:
Bar Constructors,. Inc.
P.O. Box 10
Lancaster, Texas 75146-0010
Attention! Ms. Lucy Garcia
Subject: Coppell 2 Metering Station
Contract N0.94-81
Gentlemen:
We are returning the following submittal data:
IDENTIFICATION DES CRIPTION
Mix # 8272 & 8275 Concrete Mix Designs - Pavement & Class F Conc.
Submittal No. 03300-01
DISPOSITION
9 3 X
Distribution:
Design Engineer - 1
Project Manager - 5
(File - 1), (Field - 2), (Coppell - 1), (Pumping - 1)
.. Water Utilities Department
Design Services, 320 E2 Jefferson, Rm 213 · Dallas, Texas 75203,214 / 948-4576 · FAX 214 / 948-4599
A city utility providing regional water and wastewater services vital to public health and safety,
TEXAS INDUSTRIES
1341 W. MOCKINGBIRD LANE · DALLAS, TEXAS 75247-6913 · 972/647-6700
September 16, 1997
Bar Constructors , Inc.
P.O. Box 10
Lancaster, TX 75146
Attn: Ms. Lucy Garcia
RE: Coppell 2 Metcring Station
Project. # 95-81 City of Dallas
8272 8275
The attached concrete mix designs utilizing the appropriate ASTM
C-33 or ASTM C-330 aggregate are 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 designs, 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 evalvated in accordance with applicable
provisions of ACI 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.
Please contact us if you have any questions or require any
additional information. Please notify TXI of approval of the
proposed mix designs prior to their use. Failure to notify us
prior to first placement shall constitute acceptance. To ensure
that the proper mix designs are ordered, please se~nd a copy of
this letter, after approval, to the above referer~c~d project to
be used by the person ordering the concrete for
Sincerely,
Texas Industries
Michael A. Caldarone, P.E.
Manager - Q.A. / Q.C.
REVIEWED
BAR CONSTRUCTORS. INC, ,
DATE q/I"~/~ ·
TRANS. # [,, '~oc-~- I
BAR Constructors, ir~ mpr~M th~
h~ ~i~d ~d ~ifi~ all
~~ ~eda, m~. ~t~
numb, ~ similar data, a~ ~i ~ h~
a~ t~ ~tr~
MIX#:
Description:
Strength:
8272
5.00 ADMIX/AEA 1" CS
3000 PSI @ 28 days
PAVING - CITY of DALLAS
Maximum Coarse Aggregate Size: ASTM C 33
Maximum Water/Cement Ratio:
Minimum Cement Content per Cubic Yard:
Maximum Placement Slump:
Admixture:
Air Entraining Agent:
1" - #4 Crushed Stone
6.24 gal/sk .549 lb/lb
5.00 sacks
5.0 inches
ASTM C-494 Type A or D
ASTM C-260
MATERIAL QUANTIT/ES PER 1 CUBIC YARD AT S.S.D.
470 lbs. ASTM C 150 Type I Cement
1840 lbs. ASTM C 33 1" - #4 Crushed Stone (S.S.D.)
1285 lbs. ASTM C 33 Concrete Sand (S.S.D.)
258 lbs. or 31.0 gallons of Water
2.0 to 4.0 oz/cwt of ASTM C-494 Type D
Specified Air Content: 4.5% - 7.5%
Placement Slump: 4.0 + or - 1 inches
SPECIFIC ABSOLUTE
GRAVITY VOLUME
3.15 2.39
2.65 11.13
2.65 7.77
1.0 4.13
6% 1.62
27.04
NO EXCEPTION TAKEN
MAKE CORRECTIONS NOTED
REVISE AND RESUBMIT
REJECTED
FOR RECORD ONLY
[]
[]
[]
REWEW BY THE ENGINEER DOES NOT
RELIEVE THE CONTRACTOR FROM
RESPONSiBiLITY FOR CONFORMANCE
~ITH CONTRACT RE~UI~E~ENTS~
MIX #:
Description:
Strength:
8275
6.50SK ADMIX/AEA 1" CS
4200 PSI ~ 28 days
METER VAULT CLASS "F"
- CITY of DALLAS
Maximum Coarse Aggregate Size: ASTM C 33
Maximum Water/Cement Ratio:
Minimum Cement Content per Cubic Yard:
Maximum Placement Slump:
Admixture:
Air Entmining Agent:
1" - ~4 Crushed Stone (Grade #3)
4.77 gal/sk .422 lb/lb
6.50 sacks
4.0 inches
ASTM C-494 Type A or D
ASTM C-260
MATERIAL QUANTITIES PER 1 CUBIC YARD AT S.S.D.
611 lbs. ASTM C 150 Type I Cement
1840 lbs. ASTM C 33 1" - #4 Crushed Stone (S.S.D.)
1166 Ibs. ASTM C 33 Concrete Sand (S.S.D.)
258 lbs. or 31.0 gallons of Water
2.0 to 4.0 oz/cwt of ASTM C-494 Type A
Specified Air Content: 4.5% - 7.5%
SPECIFIC
GRAVITY
3.15
2.65
2.65
1.0
6%
ABSOLUTE
VOLUME
3.11
11.13
7.05
4.13
1.62
27.04
Placement Slump: 4.0 +.or - 1 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 of
pipe and do not subject concrete to free fall.
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.
Date: 09/16/97
*' Statistias Ce~ile~ 7; x~dwi--de~t babo=ato~7 Test Spechee~s ,e
M:LxNtmberz 8272
3000 psi · 28 Dsye
28 Dsy Test Data
Test Plant
Number Date Number
1 07/08/97 44
2 07/08/97 44
3 07/08/97 44
4 07/08/97 44
5 07/08/97 34
6 07/08/97 44
7 07/08/97 44
8 07/08/97 44
9 07/08/97 40
10 07/08/97 40
11 07/08/97 40
12 07/09/97
13 07/09/97
14 07/09/97
15 07/09/97 40
16 07/09/97 31
17 07/10/97 44
18 07/10/97 44
19 07/10/97 44
20 07/10/97 44
21 07/10/97 31
22 07/11/97 31
23 07/18/97
24 07/28/97 50
25 07/28/97 50
26 07/28/97 50
27 07/28/97 50
28 07/29/97 44
29 07/29/97 44
30 07/29/97 40
*** Averages ***
Temperature
(Fahrenheit) Placement Percent ......... 28 Day ........ Cumulative Moving
Ambient Concrete Slun~(in} of Air PSI I PSI 2 PSI Avg Average Avg of 3 Range
91 93 5.00 4.0% 5040 5270 5155 5155 230
92 94 5.50 4.4% 4560 4810 4685 4920 250
92 93 5.00 3.9% 4350 4400 4375 4738 4738 50
92 93 5.00 4.0% 5190 5260 5225 4860 4762 70
94 93 5.50 4.5% 4640 4490 4565 4801 4722 150
76 87 5.00 4.8% 4880 5260 5070 4846 4953 380
76 87 4.50 3.9% 5060 5140 5100 4882 4912 80
72 88 5.00 4.1% 5250 5390 5320 4937 5163 140
90 90 5.00 4.0% 4490 4550 4520 4891 4980 60
74 86 5.50 5.0% 5050 5180 5115 4913 4985 130
72 87 5.00 4.4% 4970 4790 4880 4910 4838 180
92 5.00 4.5% 3860 3890 3875 4824 4623 30
89 6.00 4.6% 3690 3610 3650 4733 4135 80
90 5.50 4.9% 3620 3600 3610 4653 3712 20
90 94 5.00 N/A 5180 5290 5235 4692 4165 110
86 89 5.50 N/A 3700 3950 3825 4638 4223 250
76 85 5.50 4.5% 5080 5010 5045 4662 4702 70
76 86 4.50 3.9% 5060 4870 4965 4679 4612 190
76 88 5.00 4.3% 4250 4250 4250 4656 4753 0
76 86 5.00 4.2% 5440 5390 5415 4694 4877 50
90 93 5.00 N/A 4110 4200 4155 4668 4607 90
95 93 5.'75 N/A 3870 3940 3905 4634 4492 70
88 80 4.50 3.2% 4240 4160 4200 4615 4087 80
94 94 5.00 5.0% 4060 3880 3970 4588 4025 180
90 94 5.00 5.0% 4090 4240 4165 4571 4112 150
84 92 4.50 4.2% 4670 4800 4735 4577 4290 130
84 92 4.50 4.2% 4540 4660 4600 4578 4500 120
85 92 6.00 4.1% 4410 4640 4525 4576 4620 230
84 94 5.50 4.2% 4170 4260 4215 4564 4447 90
93 100 4.25 4.3% 3980 4150 4065 4547 4268 170
85 90 5.10 4.3%
COMMENTARY OF STATISTICAL EVALUATION OF CONCRETE DESIGN RESULTS
Mix Num: 8272
Strength= 3000 psi @ 28 Days
Paragraph 5.5 of ACI 318-89 provides that as data becomes
available during construction, the amount by which (F'c}) 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 compressi~ strength has been calculated
using a standard deviation
' calculated ' 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
= 3000
= 3722
F'cr = F'c
= 3000
= 3756
+ 1.34 (SD)
+ 1.34 (539.1)
2.33 (SD) - 500
2.33 ( 539.1) - 500
SUMMARY OF STATISTICAL ANALYSIS
28 Day Test Data
Number of Tests .......................... 30
Maximum Value .......... ~ ................. 5415 psi
Minimum Value ............................ 3610 psi
Range .................................... 1805 psi
Average Strength ......................... 4547 psi
Standard Deviation ....................... 539 psi
Required Average Strength to satisfy
minimum probability conditions of
ACI 318-89 Section 5.3.2.1 ............... 3756 psi
Design excess beyond code requirements... 791 psi
Date: 09/16/97
TEXAS ZNDUSTRZEB
'* Bta~is~icl Ccm~iled IFEC~ radepemden~ Laboratory Test ~peotmems **
MixNumber: 8275
B~rength: 4200 psi · 28 Days
28 Day Test Data
Temperature
Test Plant (Fahrenheit)
Number Date Number Ambient Concrete
Placement Percent ......... 28 Day ........ Cumulative Moving
Slump(in) of Mr PSI I PSI 2 PSI Avg Average Avg of 3 Range
i 05/15/97 65 80 5.S0 4.1%
2 05/15/97 31 64 79 7.00 4.0%
3 05/15/97 31 70 81 5.00 3.6%
4 05/15/97 31 .68 79 5.50 3.6%
5 05/15/97 31 69 80 5.00 3.4%
6 05/22/97 32 73 76 3.00 N/A
7 05/22/97 32 74 80 2.00 N/A
S 05/22/97 32 76 82 2.00 N/A
9 05/23/97 40 78 84 2.00 N/A
10 05/27/97 40 78 85 3.00 3.2%
11 05/28/97 80 85 4.00 N/A
12 05/28/97 S0 82 4.00 N/A
13 05/28/97 78 86 4.50 N/A
14 05/28/97 72 85 4.25 N/A
15 05/28/97 75 83 4.00 N/A
16 05/28/97 73 84 4.50 N/A
17 05/28/97 70 86 4.00 N/A
18 05/28/97 70 83 4.25 N/A
19 05/28/97 32 83 78 2.00 N/A
20 06/03/97 32 85 87 3,00 N/A
21 06/05/97 32 86 72 2.00 N/A
22 06/13/97 32 86 91 2,25 N/A
23 06/17/97 31 87 90 3.00 5.0%
24 06/17/97 31 90 91 5.00 N/A
25 06/17/97 31 88 91 2.25 6.2t
26 06/17/97 31 86 90 4.00 N/A
27 06/17/97 31 86 90 4.50 N/A
28 06/20/97 32 92 86 2.50 N/A
29 07/01/97 86 2.00 4.5%
30 07/03/97 40 83 92 5.00 N/A
*** Averages
78 84 3.70 4.2%
5640 5690 5665 5665 50
5420 5490 5455 5560 70
6180 6040 6110 5743 5743 140
5800 5810 5805 5759 5790 10
5910 5840 5875 5782 5930 70
5430 5370 "5400 5718 5693 60
6100 6220 6160 5781 5812 120
6150 6080 6115 5823 5892 70
7230 7350 7290 5986 6522 120
5340 5450 5395 5927 6267 110
5150 4850 5000 5843 5895 300
4070 4360 4215 5707 4870 290
5260 5090 5175 5666 4797 170
5060 5330 5195 5633 4862 270
4960 4930 4945 5587 5105 30
4950 4850 4900 5544 5013 100
5070 5300 5185 5523 5010 230
5580 5210 5395 5516 5160 370
4420 4570 4495 5462 5025 150
6640 6520 6580 5518 5490 120
4900 5160 5030 5495 5368 260
6700 7050 6875 5557 6162 350
6610 6730 6670 5606 6192 120
6600 6450 6525 5644 6690 150
6880 6510 6695 5686 6630 370
6290 6320 6305 5710 6508 30
5800 6080 5940 5718 6313 280
4900 4870 4885 5689 5710 30
5120 5000 5060 5667 5295 120
5820 5960 5890 5674 5278 140
COMMENTARY OF STATISTICAL FV~LUATION OF CONCRETE DESIGN RESULTS
Mix Num: 8275
Strength: 4200 psi · 28 Days
Paragraph 5.5 of ACI 318-89 provides that as data becomes
available during construction, the amount by which (F'cT) 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 xn 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 + 1.34(SD)
= 4200 + 1.34( 750.7)
= 5206
F'cr -- F'c + 2.33(SD) - 500
= 4200 + 2.33 (750.7) - 500
= 5449
SUMMARY OF STATISTICAL ANALYSIS
28 Day Test Data
Number of Tests .......................... 30
Maximum Value ............................ 7290 psi
Minimum Value ............................ 4215 psi
Range .................................... 3075 psi
Average Strength .................. ~ ...... 5674 psi
Standard Deviation ....................... 751 psi
Required Average Strength to satisfy
minimum probability conditions of
ACI 318-89 Section 5.3.2.1 ............... 5449 psi
Design excess beyond code requirements... 225 psi
(tXj).
TEXAS INDUSTRIES
MIDLOTHIAN CEMENT PLANT, 245 Ward Road · Mldlothian, Texas 76065
SPECIFICATIONS
Portland Cement
Type 1/11 (Low Alkali)
A.S.T.M. C150-95
A.A.S.H.T.O. M 85-911
Bin Number
Car Number
Tons
Date of Sampling
August 1997 Monthly Average
JSPECIFICATIONSASTM I AASHTO ~'
CHEMICAL REQUIREMENTS
Silica Oxide, Minimum Percent 20.0
Alumina Oxide, Maximum Percent 6.0
Iron Oxide, Maximum. Percent 6.0
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
20.0
6.0
6.0
6.0
3.0
0.75
8
Total Alkalies, Max. % (Na20 equiv.)
Gillmore, Initial Set, Minimum (Minutes)
Gillmore, Final Set, Maximum (Minutes)
Air Content, Volume M~imum Percent
Autoclave Expansion, M~imum Percent
3 Day Minimum Compressive Strength, PSI
7 Day Minimum Compressive Strength, PSI
STATE OF TE~S
· OPTIONAI;"CHEMICA:L REbUIREMENTS
I 0.60 I 0.60 I
PHYSiGAL REQUIREMENTS
280 280
.... 400
60 60
600 600
45 45
375 375
12 12
0.80 0.80
1800 1800
2800 2800
TEST
RESULTS
20.5
4.3
3.9
1.2
3.4
1.0
0.17
5
0.46
342
162
286''
95
6
0.01
3373
4357
ELLIS COUNTY
J.R. Wendel , being duly sworn deposes and says; that he is Asst. Chief Chemist of
Texas Industries, Midlothian Cement Plant, who prepared the above report of tests and
that the same is true and correct.
~u.~p~ec {:~hief Chemist i '~ "~'*'~M K C COKER
* See ASTM C150 Table 1, Footnote B. nf , "~ ~lot~;ry P bli
· . ! STATE.OF !E~AS
Specific product information ca be ound 24-hours a day on the Intemet at
March 6, 1997
Grace Construction Products
W.R. Grace & Co.- Conn.
4323 Crites Street
P.O. Box 2585-77252
Houston, 'IX 77003
Texas Industries, Inc.
1341 W. Mockingbird Lane
Dallas, TX 75247-6913
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 Specifications of the Texas Highway Department.
No chlorides or halogens are added to DARATARD-17 as functional ingredients
during manufacture.
Material supplied for the above referenced project is identical in all respects,
including concentration, to the one originally submitted to and approved by the
State of Texas, Dept. of Transportation.
The above is in addition to and not in substitution for our standard Conditions
of Sale printed on the reverse side hereof.
Tom C. Henson
District Manager
Subscribed and sworn to, before me,
this 6th day of March, 1997 A.D.
We hope the information given here will be helpful. It is based on our best knowledge, and we believe it to be true and occurate. Please read oil stalemenls,
recommendations or suggestions herein in conjunction with our condilions of sale which apply to oll goods supplied by us. We assume no responsibilily for the usa
of these statements, recommendations, or suggestions, nor do we intend them as a recommendation for any use which would infringe any potent or copyright.
I! '! I I ]I I I[
March 6, 1997
Grace Conslructlon Products
W.R. Grace & Co. - Corm.
4323 Crites Street
P.O. Box 2585-77252
Houston. TX 77003
Texas Industries,' Inc.
1341 W. Mockingbird Lane
Dallas, TX 75247-6913
Gentlemen:
This is to certify 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: Co494, Type A (AASHTO
M 194, Type A) .
No chlorides or halogens are added to WRDA with HYCOL as functional
ingredients during manufacture.
Material supplied for the above referenced project is identical in all respects,
including concentration, to the one originally submitted to and approved by the
State of Texas, Dept. of Transportation.
The above is in addition to and not in substitution for our standard Conditions
of Sale printed on the reverse side hereof.
Tom C. Henson
District Manager
Subscribed and sworn to, before me,
this 6th day of March, 1997 A.D.
We hope the information given here will be helpful. It is based on our besl knowledge, and we believe it to be true and accurate. Please read all statements,
recommendations or suggestions herein in conjunction with our canaltitans of sale which apply to oll goods supplied by us. We assume no responsibility for the use
of these statements, recommendations, or suggestions, nor do we intend them as a recommendation for any use which would infringe any patent or copyright.
March 6, 1997
Grace Construction Products
W.R. Grace & Co. -Conn.
4323 Crites Street
P.O. Box 2585-77252
Houston, TX 77003
Texas Industries, Inc.
1341 W. Mockingbird Lane
Dallas, TX 75247-6913
Gentlemen:
This is to certify that Daravair 1000, an air-entraining admixture, as
manufactured and supplied by the Construction Products Division, W.R.
Grace & Co.-Conn., is formulated to comply with Specification for Air-
Entraining Admixtures for Concrete, ASTM Designation: C260 (AASHTO
M 154).
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 originally submitted to and approved by
the State of Texas, Dept. of Transportation.
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 6th day of March, 1997 A.D.
6.
~ >~Jblic- ........
We hope the informorion given here will be helpful. It is ~s~ on our ~st knowl~g~a We b~H~~~urote. Please r~d oil statement,
recommendations or suggestions herein in conjunction with our conditions of sale which apply to oil goods supplied by us. We assume no responsibility for the use
of these statements, recommendations, or suggestions, nor do we intend them as o recommendation for any use which would infringe any patent or copyright.
[ · ]l]l T 3[ '[
March 6, 1997
Grace Construction Products
W.R. Grace & Co. -Conn.
4323 Crites Street
P.O. Box 2585-77252
Houston, 'IX 77003
Texas Industries, Inc.
1341 W. Mockingbird Lane
Dallas, TX 75247-6913
Gentlemen:
This is to certify that DARACEM-100, a high range water-reducing 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, Types A, F, & G (AASHTO M 194r Types
A, F, & G) depending upon dosage rate.
DARACEM-100 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.
Tom C. Henson
District Manager
Subscribed and sworn to, before met
this 6th day of March, 1997 A.D.
Notary P '
We hope the informorion given here will be helpful. It is based on our best knowledge, and we believe it to be true and occurate. Please read all statements,
recommendations or suggestions herein in conjunction with our conditions of sale which apply to all goods supplied by us. We assume no responsibility for the use
of these statements. recommendations, or suggestions, nor do we intend them as a recommendation for any use which would infringe any patent or copyright.
Date:
Size:
Project:
SIEVE
SIZE
2.0"
1.5'
1.0"
.
3/8 ".
#10
#16
#30
#-40
#50
#100
#200
PAN WT.
05/31197
~;==ALL TFSTS~'~''
CUMULATIVE
WT. RETAINED
Decant .89%
100% of tests: 151 Size: 57
TEXAS INDUSTRIES
QUALITY CONTROL DEPT.
AGGREGATE SIEVE ANALYSIS
Production Facility:
Grading Designation:
Sample Location:
CUMULATIVE CUMULATIVE
% RETAINED % PASSING
0 100
1.72 98.28
17.46 82.54
55.43 44.57
79.30 20.70
97.20 2.80
98.83 1.17
99.13 0.87
PLANT: BRIDGEPORT
BRIDGFPORT
ASTM C-33 1' - #4.
REQUIRED
% RETAINED
;
0-5
SPECIFICATION
% PASSING
100
95 - 100
40 - 75
25 - 60
90-100
95-100
0-10
0-5
Job:
.-
.... ALL JOBS
Date:
Size:
Project:
SIEVE
SIZE
2.0"
1.0"
3/8"
#8
#10
#30
#40
#50
#100
#200
PAN WT.
M.C.
Decant
S. Eo
100% of
08/17~97
33
*****ALL TESTS
CUMULATIVE
WT. RETAINED
9.9%
.61%
91.05
tests: 29 Size: 33
TEXAS INDUSTRIES
QUALITY CONTROL DEPT.
AGGREGATE SIEVE ANALYSIS
Production Facility:
Grading Deeignation:
Sample Location:
CUMULATIVE CUMULATIVE
% RETAINED % PASSING
.47 99.53
3.13 96.87
13.32 86.68
24.84 75.16
43.05 56.95
75.92 24.08
95.66 4.34
99.43 0.57
2.56 Fineness Modulus
PLANT: RED RIVER SAND Job:
RED RIVER SAND
ASTM C-33 FINE AGG.
REQUIRED
% RETAINED
SPECIFICATION
% PASSING
0 - 5 95 - 100
0 - 20 80 - 100
15 - 50 50 - 85
40 - 75 25 - 60
70 - 90 10 - 30
90 - 98 2 - 10
JOBS*******
TXI OPERATIONS, LP
Dallu, Telas 7S247
(972) 647--6700
1VIATERIAL SAFETY DATA
CTB & CONCRETE
'i::Xl O~TION$, LP
n,--*Zm~TdqlmeNmaber
~F/2) 647-6700
CmmmmNmme(usafmkbd)
CFB OR. IBADY-MIX
DOKq HOT APPLY
Trade Nsmo a ~Tnaz0mss
1341MOCZlNGBIID LAIqB. D,AT-L&B, 1"BXAS'7'J247
~ 1996
DOIB NOT APPLY
lzommk
MIX'Fd~H OP PORTLAND Ci~di~lT. WATRR, AGORIK~TB AND/OR 8AND
~ Comsxmmt CAS II' ~ Tv~cd TLV ('Usts) ~ ('UaitsJ
A~T~BAHD:
QUARTZ 14~4}e,-60-'7 * 0,l I~silsge 0.l m~/msee'
CRISTOBALrrB 14464-46-1 · 0.0~ mg/msee 0.05 aiglmsee
PORTLAND ~ 659eT-L~I * 10 sW,/ms "" 15 q/ms (totd dusO
~ mZ/ms*e
*Vui. dq~ad~ m product
~ Polar Specific Oravit~(H,O -- 1)
DORS NOT APPLY APPROXIMATBLY2.4
Percast Vo~atlb by robrose Vqmr Dmsi~ (Air -- 1)
DOBS NOT APPLY
Pacmt Sobbl~ ia Water Ruethe,.' h Water
SLIOHT (0.1 - 1.091) WILl, NOT BVOLVB PIAMMABI~ OR TOXIC OASBS
ORAY, MUD-LIKK VI~DOUS SUBSTANCIL NO ODOR
Hazanious Materlg ldorma~oo 8vstan Idastlffer
I-IP_ALTH = 2" PLAMMAB~ = 0 RBACn'/ITY
I~RSONAL PROTECTION = X
Vq~r Prumre (ram =
DOB3 NOT APPLY
Bvq~afioa Rate (n=B~l AceUrn)
DOES NOT APPLY
I
FluhPolnt
WILL NOT IONITB
Eninguish~ Mcdia
DOP_,S NOT APPLY
Unusual Fir~ and Explosion Hazards
NONB
· Si~ial Fir~ Fighting Proceduru
NObrE
SECTION 4 -,,,.FIRE AND EXPLOSION DATA
Plmsmubk Limits in Ak (~ by V~um~)
Lower. DOES NOT APPLY Uppe~. DOES NOT APPLY
Auto lVaition Tm~ramt~.'
DOES NOT APPLY
'IZXIO15
.'.'S~g~ and 9ym~ns o( F...,.i~u,r. - (I) Acu~ Ovcr. xix3mg
CONTACT WITH TH~ SI. ON OR ErYES MAY lt~S1JLT IN' IIUr/rATION AND/OR. ALKALI BU~NB.
~ DBL-I~.MINRD PROM TYPICAL I~mO~URR TO PRODUCT. !]XC~N~ ~ ~Y ~IALATION TO CONC~L~ V/RIC~ ~N ~RING ~FBD, OR
OTHI~V,'I~ CAUSBD TO BMIT PARTIC'~ATi~, OVBP. AN !~T~ND!tD PI~IOD OP ~ MAY R~ULT IN TRR D!lVBLOFM2NT OP ~Y D!;S!RSB~
COLvLD EVENTUALLY LHAD TO LUNG ~
MaficslOsdltlms(kaamllyAggtnsnxfbyExpossm
DI~MATITIS OR OTHXR 8KIN DJSORDBI~ MAY BB AGGRAVATED BY EXPO~RR.
NTP IARC OSHA
YIB YIIS NO
Bmeqm~y a F~Ak~ ~ for ~--~
L~IOI5