Historic Coppell-CS060221
.
Southern Star
CONCRETE,INC.
Southern Star Concrete, Inc.
8500 Freeport Parkway N., Suite 200
Irving, Texas 75063 U.S.A.
Phone: (972) 621-0999 Fax: (972) 621-3351
Quality Services Department
240 Singleton Boulevard Dallas, Texas 75212
Phone: (214) 651-8020 Fax: (214) 651-1810
MIX DESIGN SUBMITTAL/or READY-MIXED CONCRETE
Contractor: ADVANCED CONSTRUCTION SERVICES Date: I February 21, 2006
Project: HISTORIC COPPELL PROPERTIES
Mix Design #: 9327
Specific Use: WALKS
MIX DESIGN PARAMETERS
Minimum Compressive Strength: 3000 PSI (OJ 28 days Sack Content: 4.50
(per Table 4.2.\ in ACl 318
Air Content: 4.5% +/- 1.5% and Table I in ASTM C 94) Fly Ash Content: 0%
Slump Range (inches): 4" +/- 1" (After the addition ofWR Admixtures)
W/Cm Ratio (Ib/lh): 0.58 (6.59 gallsk) Theoretical Plastic Unit Weight: 145 pcf
Max. I Min. Concrete Temp.: Ref: ACI 305 /306 I
Southern Star Concrete guarantees this mix design will achieve the specified compressive strength when tested and
evaluated in accordance with ASTM C 172, C 3], C 39, C 94 and ACI 3]8, and when the recommended procedures for
placement and curing in ACI 304, 305 ! 306 are followed. When used for acceptance testing, strength specimens must be
cured in strict accordance with Section 10 of ASTM C 31-03.
MATERIAL REOUlREMENTS
Cement
IIII
Weil!hts per Cubic Yard. SSD
Ibs.
Materials
ASTM Standards
C
423
o
ASTM C 150
Type
Coarse Aggregate
I"LS
o
o
1840
o
o
o
1418
o
o
13
o
o
2.1
0.0
247
ASTM C 33
Grade 57
Fine Aggregate
Sand
ASTM C 33
Cone rete
Admixture
AorD
ASTM C 494
Type
Air Entraining Agent
AEA
ASTM C 260
Water
ASTM C 94
Ibs.
Ibs.
Ibs.
Ibs.
Dosage of Admirtures
oz. WR are adJusted according
to currenJ concrele
oz. temperatures.
oz. Air
oz.
In accordance with ACI 318, please forward copies of all concrete test reports to the Quality Services Department at the
above address so that we can monitor mix performance and provide data for future projects. Thank you.
Dlgltally signecl by Tab Bartlett
T b B rtl tt ON''''.T'''.......'.U8.0.80'_
a a e SIar Conaete, ou=Sales. email::Tab
Barlett@S<"AIIhem$larcoocr...com
....... ......"""....>4 1<.n........ ~",,",'
Tab Bartlett
Sales Coordinator! Quality Services
Southern Star Concrete, Inc.
Mix No.: 9327 Contractor: various
Strength: 3000 Job: various
Agg. Size: 1" Lab: various
Cement: 423 lb.
Fly Ash: lb.
Coarse Aggregate: 1840 lb.
Coarse Aggregate: lb. Standard Deviation: 362
Fine Aggregate: 1386 lb. Average Strength: 3687
Fine Aggregate: lb.
Admixture: 12.7 oz. ACI 5.3.2.1 Required average strength.
Admixture: oz. (1 ) 3485 psi
AEA: 2.8 oz. (2) 3344 psi
Water: 252 lb.
28 Day 3 Consecutive
Date Temp. Slump 7 Day 7 Day 28 Day 28 Day Averaae Averaae
2/16/2005 52 4 3160 3160 4050 3990 4020 #DIV/O!
2/17/2005 61 4.5 2690 2690 3470 3550 3510 #DIV/O!
4/17/2005 73 2.5 2780 2780 3420 3350 3385 3638
4/17/2005 74 4 2820 2820 3620 3570 3595 3497
4/17/2005 74 3.75 3000 3000 4020 3970 3995 3658
4/18/2005 69 3.75 2610 2610 3410 3340 3375 3655
4/18/2005 79 3.5 2540 2540 3770 3500 3635 3668
4/22/2005 72 3.75 2900 2900 3850 3890 3870 3627
4/22/2005 74 3.5 2600 2600 3780 3860 3820 3775
4/22/2005 72 3.75 2560 2560 3880 3820 3850 3847
4/22/2005 75 4 2880 2880 3840 3840 3840 3837
5/8/2005 83 3.75 2730 2730 4240 4160 4200 3963
5/8/2005 83 4 2600 2600 3480 3590 3535 3858
5/9/2005 80 3.75 3950 3950 4750 5100 4925 4220
5/12/2005 72 4 2770 2770 4000 3910 3955 4138
5/13/2005 73 3.75 3150 3150 3910 3600 3755 4212
5/14/2005 76 3.75 2700 2700 3600 3320 3460 3723
5/14/2005 78 4 2650 2650 3660 3430 3545 3587
5/15/2005 79 4 2850 2850 3640 3550 3595 3533
5/15/2005 80 3.5 2920 2920 3730 3520 3625 3588
5/19/2005 82 4 2820 2820 4080 4020 4050 3757
5/29/2005 78 6.75 2520 2520 3060 3120 3090 3588
5/29/2005 77 6.5 2460 2460 3120 3130 3125 3422
5/29/2005 77 7 2580 2580 3410 3470 3440 3218.333
5/31/2005 81 6.5 2490 2490 3620 3570 3595 3386.667
5/31/2005 82 6.5 2150 2150 3440 3340 3390 3475
6/11/2005 89 4 2540 2540 3360 3350 3355 3446.667
6/17/2005 72 4 3150 3150 3980 3820 3900 3548.333
6/20/2005 86 3 3150 3150 4090 4020 4055 3770
6/27/2005 82 3.75 2500 2500 3480 3450 3465 3806.667
7/11/2005 85 5 2590 2590 3420 3270 3345 3621.667
.
Southern Star
CONCRETE, INC.
Southern Star Concrete, Inc.
8500 Freeport Parkway N., Suite 200
Irving, Texas 75063 U.S.A.
Phone: (972) 621-0999 Fax: (972) 621-3351
Quality Services Department
240 Singleton Boulevard Dallas, Texas 75212
Phone: (214) 651-8020 Fax: (214) 651-1810
MIX DESIGN SUBMITTAL/or READY-MIXED CONCRETE
Contractor: ADVANCED CONSTRUCTION SERVICES Date: I February 21,2006
Project: HISTORIC COPPELL PROPERTIES
Mix Design #: 9351
Specific Use: PAVING
MIX DESIGN PARAMETERS
Minimum Compressive Strength: 4000 PSI @ 28 days Sack Content: 5.50
(per Table 4.2.1 in AC1318
Air Content: 4.5% +/- 1.5% and Table I In ASTM C 94) Fly Ash Content: 0%
Slump Range (inches): 4" +/- 1" (After the addition ofWR Admixtures)
W/Cm Ratio (Ib/lb): 0.50 (5.61 gal/sk) Theoretical Plastic Unit Weight: 145 pcf
Max. I Min. Concrete Temp.: Ref: ACI 305 / 306 I
Southern Star Concrete guarantees this mix design will achieve the specified compressive strength when tested and
evaluated in accordance with ASTM C 172, C 31, C 39, C 94 and ACt 318, and when the recommended procedures for
placement and curing in ACt 304, 305 ! 306 are followed. When used for acceptance testing, strength specimens must be
cured in strict accordance with Section 10 of ASTM C 31-03.
MATERIAL REOUlREMENTS
Materials
ASTM Standards
Cement
Type
IIII
Weil!hts per Cubic Yard. SSD
lb..
C
517
o
o
ASTM C 150
Coarse Aggregate
o
1840
o
o
o
1313
o
ASTM C 33
Grade 57
l"LS
Fine Aggregate
Concrete
Sand
ASTM C 33
Admixture
o
16
o
o
2.6
0.0
257
ASTM C 494
Type
A orD
Air Entraining Agent
ASTM C 260
AEA
Water
ASTM C 94
lb..
lbs.
Ibs.
Dmage of Admixtures
oz. WR are adjusted according
(0 current concre/e
oz. temperatures.
oz. Air
oz.
lb..
In accordance with ACI 318, please forward copies of all concrete test reports to the Quality Services Department at the
above address so that we can monitor mix performance and provide data for future projects. Thank you.
DlgIIallyalgnadbyhbBartlell
Tab Bartlett ON"o.T"'.......'-US.o.S"""'"m".
COf1ClW(II,OO"s.., .m.U"hb.
BarllllaO$outhllrmt..concrlltll,com
0.111: 2006.02.21 l' :01:53 -08'00'
Tab Bartlett
Sales Coordinator! Quality Services